Attachment C Drawings.pdf

PDF 5 MB Posted Jan 24, 2022

Attached to: DMV Self-Service Kiosks
Solicitation number: S-73000-00000252
Issued by: Marion County, Oregon

About this file

Written by GovTribe AI · Mar 10, 2026

This file contains architectural drawings and specifications for the Vose Elementary School Addition project in Beaverton, Oregon, prepared by DLR Group on behalf of Beaverton School District. The project involves the construction of a new addition to the existing school building located at 11350 SW Denney Road, Beaverton, Oregon 97008. The scope of work encompasses new classroom spaces (G102, G104, G106, G108), a library facility (G110), a computer lab/maker space (G114), work rooms, restrooms, and supporting infrastructure. The proposed addition includes approximately 22,544 square feet on the south building's first floor level, with the overall project area totaling approximately 55,495 square feet when including both north and south building areas. The drawings are dated February 26, 2021, and represent 100% Construction Documents. The project is classified as Education Group E occupancy with Business Group B elements under 2019 Oregon building codes, utilizing Type II-B fire-rated construction with automatic sprinkler systems and emergency voice/alarm communication systems throughout.

The project specifications detail comprehensive architectural requirements including metal stud framing with sound attenuation insulation, fiber cement exterior panels over cast-in-place concrete bases, acoustic ceiling tiles, resilient and ceramic tile flooring, plastic laminate casework, and various interior finishes with specific paint colors and materials schedules. The drawings establish fire separation requirements, including a 2-hour fire wall separating the north and south building areas, along with detailed wall types, assembly specifications, and penetration requirements. Accessibility features comply with 2009 ICC/ANSI A117.1 standards, with specific fixture schedules for restrooms including water closets, lavatories, and grab bars. The project incorporates energy efficiency standards per the 2019 Oregon Energy Efficiency Specialty Code with specified insulation values, fenestration performance ratings, and air barrier testing requirements. Site work includes exterior paving, landscaping coordination, fire lane access, and utility connections, with the addition designed to integrate seamlessly with existing school infrastructure while maintaining operational continuity during construction phases.

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SYMBOL LEGEND

WALL SEPARATION LEGEND

- OCCUPANCY LOAD

- ACCESSORY USE AREA

(OCCUPANCY LOAD IS NOT INCLUDED IN LOADS BEYOND THIS ROOM)

- COMBINED OCCUPANT LOAD AT A GIVEN DOOR OR STAIR

- TOTAL EXIT CAPACITY OF DOOR OR STAIR

(THE CAPACITY OF DOORS ARE DETERMINED AS FOLLOWS:

CLEAR OPENING WIDHT IN INCHES DIVIDED BY 0.2

THE CAPACITY OF STAIRS ARE DETERMINED AS FOLLOWS

WIDTH IN INCHES DIVIDED BY 0.3)

• COMBINED OCCUPANT LOAD AT A GIVEN EXIT DOOR.

(SUM OF THESE EQUALS TOTAL OCCUPANT LOAD)

• TOTAL EXIT CAPACITY OF DOOR (THE CAPACITY OF

DOORS ARE DETERMINED AS FOLLOWS:

CLEAR OPENING WIDTH IN INCHES DIVIDED BY 0.2)

XX MIN

- PANIC DEVICE

- DOOR FIRE RATING

WALL HOURLY RATING

0 = 0 HOUR

5 = 1/2 HOUR

1 = 1 HOUR

2 = 2 HOUR

3 = 3 HOUR

4 = 4 HOUR

SP = SMOKE PARTITION

WALL FIRE RATING TYPE

C = CORRIDOR

EW = EXTERIOR WALL

FB = FIRE BARRIER

FP = FIRE PARTITION

FW = FIRE WALL

HX = HORIZONTAL EXIT

SB = SMOKE BARRIER

VS = VERTICAL SHAFT

VX = VERTICAL EXIT

XP = EXIT PASSAGEWAY

- EXIT SIGN

- EXIT SIGN WITH ARROW

2-HR AREA SEPARATION FIRE WALL (EXISTING)

32951 SF

NORTH BUILDING AREA

22544 SF

SOUTH BUILDING AREA

'-4

'-0

'-9

'-3

'-7

35'-6"228'-11"

NON-FRONTAGE PERIMETER

61'-10"

AX. OVERALL DIAGONAL DIM

ENSION OF AREA SERVED (BASE BID)

99'-7"

AX. O

VER

ALL D

IAG

AL D

SIO

F AR

EA SER

VED

(ALTER

ATE 3)

132'-7"

(44'-3" MIN = 1/3 MAX LENGTH FOR ALTERNATE 355'-3"

2-HR AREA SEPARATION FIRE WALL (EXISTING)

AREA OF WORK THIS PROJECT

E-OCCUPANCY

886 SF \ 20

E-OCCUPANCY

889 SF \ 20

E-OCCUPANCY

1507 SF \ 100

E-OCCUPANCY

582 SF \ 20

E-OCCUPANCY

639 SF \ 20

E-OCCUPANCY

926 SF \ 20

E-OCCUPANCY

875 SF \ 20

E-OCCUPANCY

873 SF \ 20

B-OCCUPANCY

476 SF \ 100

NEW

CLASSROOM

G102

NEW

CLASSROOM

G104

LIBRARY

G110

COMPUTER

LAB

G114

LIBRARY -

STACKS

G110

LIBRARY -

READING AND

LEARNING

G110

WORK ROOM

G112

NEW

CLASSROOM

G106

NEW

CLASSROOM

G108

EGRESS PATH. SEE

CONTINUITY TO RIGHT OF

WAY ON AS1.1 SITE PLAN

BUILDING CODE ANALYSIS

Applicable Codes

• 2019 Oregon Structural Specialty Code

• 2019 Oregon Zero Energy Ready Commercial Code (ASHRAE Standard 90.1)

• 2009 ICC / ANSI A117.1 Accessibiltiy Code

• 2019 Oregon Mechanical Specialty Code

• 2017 Oregon Plumbing Specialty Code

• 2017 Oregon Electrical Specialty Code

• 2019 Oregon Fire Code

• Washington County Environmental Health

Deferred Submittals:

• Fire Sprinkler & Fire Alarm Design: Fire Alarm plan review and installation must be completed prior to final inspection per OFC 907.2.3.

Construction Type Occupancy

• Business Group B (uses for office or service-type transactions, including storage of records and accounts; counseling, administration, teacher offices, etc.)

• Education Group E (use by six or more personas at any one time for education purposes through the 12th grade)

Building Type:

• II-B

Fire Protection:

• Automatic sprinkler system installed in accordance with 903.3.1.1 or 903.3.1.2

• Emergency voice/alarm communication system in accordance with Section 907.5.2.2

• Fire Extinguisher Cabinets

Building element fire rating requirement (Per Table 601):

• 0 HR = Primary structural frame

• 0 HR = Bearing Walls, Exterior

• 0 HR = Bearing Walls, Interior

• 0 HR = Non-bearing walls and partitions, Exterior (Per Table 602), if greater than 10'-0" fire separation distance

• 0 HR = Non-bearing walls and partitions, Interior

• 0 HR = Floor construction and secondary members

• 0 HR = Roof construction and secondary members

Allowable Building Area Definition:

• Area, Building: The area included within the surrounding exterior walls (or exterior walls and fire walls), exclusive of vent shafts and courts.

Areas of the building not provided with surroundings walls shall be included in the building area if such areas are included within the horizontal projection of the roof or floor above.

• Allowable Building Area Calculation:

Per 506.1, the building areas indicated by Table 506.2 include:

Occupancy Classification E Type of Construction II-B Multiple Stories SM Tabular Allowable Area Factor (At) 43,500 SF

• Proposed Building Area:

NOTE: This project involves south building Level 1 only. (See adjacent code plan diagram.)

South Building, Level 1 22,544 SF

Interior Finish Requirements Controls, operating mechanisms and hardware intended for operation by the occupant, including switches that control lighting and ventilation and electrical convenience outlets, in accessible spaces, along accessible routes or as parts of accessible elements shall be accessible. Per Section 1109.13 (OSSC)

Combustible trim, excluding handrail and guardrails, shall not exceed 10 percent of the specific wall or ceiling area to which it is attached. Per Section 806.5 (OSSC)

Interior floor-wall base that is 6 inches or less in height shall be tested in accordance with Section 804.2 and shall not be less than Class II.

Per Section 806.6 (OSSC)

Per Table 803.9

• Occupancy Type A-2

Class B = Vertical enclosures and exit passageways Class B = Corridors Class C = Rooms and enclosed spaces

• Occupancy Types B and E Class B = Vertical enclosures and exit passageways Class C = Corridors Class C = Rooms and enclosed spaces

Definitions:

Class B = Flame spread index 26-75; smoke developed index 0-450 Class C = Flame spread index 76-200; smoke developed index 0-450

Occupant Loads Maximum floor area allowances per occupant per Table 1004.1.1. See code plan for egress calculations per room.

Room Floor Area in SF per Occupant

• Assembly - Concentrated 7 net

• Assembly - Unconcentrated 15 net

• Classroom 20 net

• Library - Reading rooms 50 net

• Business areas 100 gross

• Library - Stack area 100 gross

• Kitchens, commercial 200 gross

• Accessory storage areas, mechanical 300 gross equipment room

Means of Egress Minimum egress width per 1005.1:

• Stairways 0.3 inches per occupant

• Other egress components 0.2 inches per occupant

Maximum Common Path of Egress Travel (per Table 1014.3 with sprinkler system):

• 100 ft = B Occupancy

• 75 ft = E Occupancy

• 30 ft = A Occupancy with fixed seating per 1028.8

Maximum exit access travel distance (per Table 1016.2 with sprinkler system):

• 250 ft = A and E Occupancies

• 300 ft = B Occupancy

Corridors

• Fire-resistance = 0 HR per Table 1018.1 (A, E, and B Occupancy types with sprinkler system)

• Corridor width per Table 1018.2 44" minimum per 1005.1 72" minimum in Group E occupancy where the corridor has the required capacity of 100 or more

• 1018.4 Dead ends

- Where more than one exit or exit access doorway is required, the exit access shall be arranged such that there are no dead ends in corridors more than 20 feet.

-Exception 2 - In occupancies in Groups B and E, wherer teh building is equipped thorughout with an automatic sprinkler system in accordance with Section 903.3.1.1 the length of the dead-end corrdiors shall not exceed 50 feet.

-Exception 3 - A dead-end corridor shall not be limited in length where the length of the dead-end corridor is less than 2.5 times the least width of the dead-end corridor

Minimum Number of Exits Occupant Load (persons per story) Minimum number of exits (per story)

1 - 500 2 501-1,000 3 More than 1,000 4

ENERGY CODE ANALYSIS

Per 2019 Oregon Energy Efficiency Specialty Code

Opaque Assemblies, per Table 502.1.1 R-20ci minimum = Roofs, Insulation entirely above deck R-13 + R-5.6c.i. minimum = Metal Framed walls above grade R-7.5 minimum = Walls, Below Grade NR = Slab-on-Grade Floors U-0.70 maximum = Swinging Doors

Fenestration, per Table 502.3 U-0.35 maximum for fixed, operable, and doors with greater than 50% glazing U-0.45 maximum for metal framing fixed fenestration (including curtain wall/storefront) U-0.80 maximum for metal framing entrance doors U-0.46 maximum for metal framing non-entrance doors (no operable windows in the project)

SHGC = 0.40

Vertical fenestration area (not including opaque doors) shall not exceed 30% of above-grade wall

Skylights, per Table 502.3 (NO NEW SKYLIGHTS THIS PROJECT. EXISTING TO REMAIN.)

U=0.60 maximum

SHGC = 0.40

Skylight area shall not exceed 3% of roof area

Air Leakage Testing of fenestration and doors, per 502.4.3 Testing shall be done by an accredited, independent testing laboratory and labeled by the manufacturer

Air Barrier Testing, per 502.4.2 The completed building shall be tested and the air leakage rate of the building envelope shall not exceed 0.40 cfm per sf at a pressure differential of 0.3 inches water gauge in accordance with ASTM E779

Vestibules, per 502.4.6, shall be provided at exterior doors Exception 1 - Doors not intended to be used as a building entrance door

Plumbing Fixtures Per Table 2902.1

Educational Mode Occupant Load

• Assembly spaces (gym and cafeteria-commons) are considered non-concurrent use in the educational mode of operation.

• Total Occupant Load = 2020 occupants; 2020 occupants / sex = 1010 male and 1010 female occupants

• Required: Male WC = 1 per 50 occupants = 1010/50 = 21 water closets

Female WC = 1 per 50 occupants = 1010/50 = 21 water closets Lavs = 1 per 50 occupants = 2020/50 = 41 lavatories

• Provided: Male WC = 23 (24 if Additive Alternate 1 is accepted) Female WC = 27 (28 if Additive Alternate 1 is accepted) Lavs = 41 (43 if Additive Alternate 1 is accepted)

BELOW IS FOR REFERENCE ONLY: NO CHANGES THIS PROJECT FOR ASSEMBLY MODE.

Assembly Mode Occupant Load = A-3 for indoor public events and activities; will not be used concurrently with educational occupancy mode.

• The majority of educational spaces will be closed to the public in this mode of operation. Rooms available in this mode of operation will include the office area, gym (and associated storage and office spaces), stage (and associated storage space), cafeteria / commons (and associated storage spaces), kitchen (and associated storage spaces), and the library (and associated workrooms and computer lab).

• Total Occupant Load = 1437 occupants; 1437 occupants / sex = 719 male and 719 female

• Required: Male WC = 1 per 125 occupants = 719/125 = 6 WC

Female WC = 1 per 65 occupants = 719/65 = 12 WC Lavatories = 1 per 200 occupants = 1437/200 = 8 Lavs

• Provided: Male WC = 3 WC and 4 Urinals Female WC = 11 WC + 1 unisex restroom Lavs = 11

L R

G ro u p

REVISIONS

A B C D E

:1 :0

-2

-0

V o s e E le m e n ta ry /7

-2

-0

V o s e

.r v t

74-21102-00

2/26/2021

V O

S E

E S

A D

100% CD

FIRST FLOOR

CODE PLAN

CP1.1

W D

E N

N E

Y R

D B

E A

V E

R T

O N

B E

A V

E R

T O

N S

C H

O O

L D

T R

U E

SCALE: 1/16" = 1'-0"

CODE PLAN, LEVEL 1

GENERAL SYMBOLS

SIM

ROOM NAME

XXX-XX

DETAIL NUMBER

SHEET NUMBER

CROSS REFERENCE

WALL SECTION

SIMILAR OR TYPICAL

REFERENCE

DETAIL REFERENCE

BUILDING SECTION

SHEET NOTE

COLUMN GRID LINE

ROOM NUMBER/NAME

REVISION NUMBER

EARTH

GRAVEL

SAND

CONCRETE

PRECAST CONCRETE

STEEL

STONE

CONCRETE MASONRY UNIT

BRICK VENEER

STEEL (LARGE SCALE)

LEVEL XX

XXX'-XX"

LEVEL ELEVATION

GYM FLOOR

WOOD

(CONTINUOUS BLOCKING)

WOOD

(NON-CONTINUOUS BLOCKING)

WOOD (TRIM/FINISH)

GLASS

SHINGLES

PLYWOOD (LARGE SCALE)

GYPSUM WALL BOARD

BLANKET INSULATION

RIGID INSULATION

SPRAY FOAM INSULATION

MINERAL WOOL INSULATION

PROTECTION BOARD

CARPET (LARGE SCALE)

ACOUSTIC TILE (LARGE SCALE)

TILE (LARGE SCALE)

REFERENCE KEYNOTE

XX A4.XX BUILDING ELEVATION

A12.X

XX XX

INTERIOR ELEVATION

100'-0"

TYP FF EL=

100'-0"

FINISH FLOOR

ELEVATION

SPOT ELEVATION

L R

G ro u p

REVISIONS

A B C D E

:1 :5

-2

-0

V o s e E le m e n ta ry /7

-2

-0

V o s e

.r v t

74-21102-00

2/26/2021

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100% CD

GENERAL NOTES,

ARCHITECTURAL

SYMBOLS &

ABBREVIATIONS

A0.1

W D

E N

N E

Y R

D B

E A

V E

R T

O N

B E

A V

E R

T O

N S

C H

O O

L D

SPL SOUND PRESSURE LEVEL

SQ SQUARE

SS SOLID SURFACE

SSA STORM SHELTER AREA

SSS STAINLESS STEEL SHELF

SST STAINLESS STEEL

ST STONE

ST STAIR

STAG'D STAGGERED

STC SOUND TRANSMISSION CLASS

STGR STRINGER

SUBFL SUBFLOOR

SURF SURFACE

SUSP SUSPENDED

SVF SHEET VINYL FLOORING

T TREAD

T&G TONGUE AND GROOVE

T.O. TOP OF

TAN TANGENT

TB TOWEL BAR

TBD TACK BOARD

TCP TOILET COMPARTMENT PARTITION

TERR TERRAZZO

TFG TINTED FLOAT GLASS

TG TEMPERED GLASS

TH THRESHOLD

THK THICK(NESS)

TI TENANT IMPROVEMENT

TIG TINTED INSULATING GLASS

TMR TILT MIRROR UNIT

TOIL TOILET

TOP TOP OF PAVING

TRANS TRANSVERSE

TT TERRAZZO TILE

TTD TOILET TISSUE DISPENSER

TTG TINTED TEMPERED FLOAT GLASS

TTIG TINTED TEMPERED INSULATING GLASS

TW TACK WALL

UL UNDERWRITERS LABORATORIES

UR URINAL

US UTILITY SHELF

UTIL UTILITY

VB VAPOR BARRIER

VB VINYL BASE

VCB VENTED COVE BASE

VF VINYL FLOOR

VOC VOLITILE ORGANIC COMPOUND

VOL VOLUME

VP VENEER PLASTER

VT VINYL TILE

VWC VINYL WALL COVERING

W WIDE

WB WALL BASE

WC WATER CLOSET

WC WALL COVERING

WCL WATER CLOSET/LAVATORY COMBINATION

WD WOOD

WDF WOOD FLOORING

WDW WINDOW

WG POLISHED WIRE GLASS

WI WROUGHT IRON

WOM WALK OFF MAT

WR WASTE RECEPTACLE

WRB WEATHER RESISTANT BARRIER

WW WARM WHITE

WWF WELDED WIRE FABRIC

YD YARD

OSHA OPERATIONAL SAFETY AND HEALTH ADMINISTRATION

OTB OPEN TO BELOW

OVFL OVERFLOW

P PAINT

PAN B PANIC BOLT

PB PARTICLE BOARD

PC PRECAST CONCRETE

PCD PAPER CUP DISPENSER

PCT PORCELAIN CERAMIC TILE

PD PANIC DEVICE

PERF PERFORATED

PERP PERPENDICULAR

PG PATTERN GLASS

PIC PORTABLE INSTRUMENT CONNECTION

PIG PATTERN INSULATING GLASS

PL PLATE

PL PROPERTY LINE

PL PLASTIC LAMINATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECT(OR) (ION)

PS PROJECTION SCREEN

PT POINT

PTD PAPER TOWEL DISPENSER

PTD/R COMBINATION TOWEL DISPENSER/RECEPTACLE

PTN PARTITION

PVC POLYVINYL CHLORIDE

PWL SOUND POWER LEVEL

QT QUARRY TILE

QTR RND QUARTER ROUND

R RISER

RAD RADIUS

RB RUBBER BASE

RC REMOTE CONTROL

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFERENCE

REFL REFLECTED

REM REMOVABLE

RESIL RESILIENT

RF RESILIENT FLOORING

RF RUBBER FLOOR

RFM RECESSED FLOOR MAT

RH ROBE HOOK

RI&C ROUGH IN AND CONNECT

S SINK

SAT SPRAYED ACOUSTIC TREATMENT

SAW SOUND ABSORBING WALL UNITS

SB SPLASH BLOCK

SC SOLID CORE

SC SHOWER CURTAIN

SCD SEAT COVER DISPENSER

SCH SHOWER CURTAIN HOOK

SCR SHOWER CURTAIN ROD

SCT STRUCTURAL CLAY TILE

SD SOAP DISPENSER

SECY SECRETARY

SF SQUARE FEET

SG SPANDREL GLASS

SGL SINGLE

SH SHOWER

SHM SECURITY HOLLOW METAL

SLNT SEALANT

SM SHEET METAL

SND SANITARY NAPKIN DISPOSAL

SNV SANITARY NAPKIN VENDOR

FLASH FLASHING

FLEX FLEXIBLE

FLG FLOORING

FLM FULL LENGTH MIRROR

FLUOR FLUORESCENT

FO FINISH OPENING

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FP FIREPROOFING

FR FIRE RESISTANT

FRP FIBERGLASS REINFORCED PANEL

FRT FIRE RESISTANCE TREATED

FS FLOOR SINK

FSS FOLDING SHOWER SEAT

FTG FOOTING

FVC FIRE VALVE CABINET

FWC FABRIC WALL COVERING

G GROUT

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GD GARBAGE DISPOSAL

GEN GENERAL

GFA GROSS FLOOR AREA

GL GLUE LAMINATED

GL GLASS

GMP GUARANTEED MAXIMUM PRICE

GR GUARD RAIL

GR GRADE

GRS GALVANIZED RIGID STEEL

GWB GYPSUM WALL BOARD

GYP GYPSUM

HC HOLLOW CORE

HD HAND DRYER

HDF HIGH DENSITY FIBERBOARD

HDR HEADER

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HR HOUR

HR HANDRAIL

HS HARDWARE SET

HSS HOLLOW STRUCTURAL SHAPE

HVAC HEATING VENTILATING AND AIR CONDITIONING

IAW IN ACCORDANCE WITH

ID INSIDE DIAMETER

IF INSIDE FACE

IIP INSULATED INFILL PANEL GLASS

IJ ISOLATION JOINT

IJS IN JOIST SPACE

INC INCLUDE(ING)

INSUL INSULATION

JAN JANITOR

JBE JOIST BEARING ELEVATION

JCT JUNCTION

JFB JOINT FILLER BOARD

JST JOIST

JT JOINT

KCJ KEYED CONSTRUCTION JOINT

KD KNOCKDOWN

KH KITCHEN HOOD

KIT KITCHEN

L ANGLE

LAB LABORATORY

LAM LAMINATED

LAV LAVATORY

LBR LUMBER

LDG LOADING

LF LINEAR FOOT

LG LENGTH (LONG)

LG LAMINATED GLASS

LIN LINEAR

LINO LINOLEUM

LKR LOCKER

LOC LOCATION

LONG LONGITUDINAL

LSC LIFE SAFETY CODE

LTG LIGHTING

LV LOUVER

LVT LUXURY VINYL TILE

MAG MAGNETIC

MAINT MAINTENANCE

MAN MANUAL

MAS MASONRY

MATL MATERIAL

MB MOP BASIN

MBD MARKER BOARD

MBH MOP/BROOM HOLDER

MC MEDICINE CABINET

MEMB MEMBRANE

MH MANHOLE

MR/S MIRROR WITH SHELF

MTD MOUNTED

MTG MOUNTING

MUL MULLION

NC NOISE CRITERIA

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NOM NOMINAL

O to O OUT TO OUT

OA OVERALL

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED OWNER INSTALLED

OH OPPOSITE HAND

OPG(S) OPENING(S)

A/E ARCHITECT/ENGINEER

AB AIR BARRIER

ABS ASBESTOS

ACC ADA ACCESSIBLE

ACR ACRYLIC

ACT ACOUSTIC CEILING TILE

AD ACCESS DOOR

ADJ ADJUSTABLE

ADJT ADJACENT

ADMIN ADMINISTRATION

AEC AUTOMATED EXTERNAL DEFIBRILLATORS

AL ALUMINUM

ALUM ALUMINUM

AP ACCESS PANEL

APC ACOUSTIC PANEL CEILING

ASPH ASPHALT

AUTO AUTOMATIC

AVG AVERAGE

AWP ACOUSTIC WALL PANEL

B.O. BOTTOM OF

BCS BABY CHANGING STATION

BD BOARD

BLK BLOCK

BLKG BLOCKING

BLKHD BULKHEAD

BM(S) BEAM(S)

BOT BOTTOM

BRDG BRIDGING

BRG BEARING

BRKT BRACKET

BT BATHTUB

BTWN BETWEEN

CAB CABINET

CBD CHALKBOARD

CER CERAMIC

CF CUBIC FEET

CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CFMF COLD-FORMED METAL FRAMING

CG CLEAR FLOAT GLASS

CI CAST IRON

CIG CLEAR INSULATING GLASS

CIP CAST IN PLACE

CJ CONTROL JOINT

CJA CONTROL JOINT ABOVE

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COM COMMON

COMB COMBINATION

COMM COMMUNICATIONS

COMPR COMPRESSIBLE

CONF CONFERENCE

CONFIG CONFIGURATION

CORR CORRIDOR

CP COVER PLATE

CPT CARPET

CR CHAIR RAIL

CS COUNTERSINK

CSTJ CONSTRUCTION JOINT

CSWK CASEWORK

CT CERAMIC TILE

CTG CLEAR TEMPERED FLOAT GLASS

CTIG CLEAR TEMPERED INSULATING GLASS

CU COPPER

CU COMBINATION UNIT

CV CONDOM VENDOR

CY CUBIC YARD

CYL CYLINDER

DB DECIBEL

DBL DOUBLE

DC DUST COLLECTOR

DEPR DEPRESS(ION)(ED)

DEPT DEPARTMENT

DET DETENTION

DF DRINKING FOUNTAIN

DG DOOR GRILLE

DIAG DIAGONAL

DPFG DAMPROOFING

DR DOOR

DSN DOWNSPOUT NOZZLE

DW DISHWASHER

DWL(S) DOWEL(S)

DWR DRAWER

EB EXPANSION BOLT

EE EACH END

EEW EMERGENCY EYE WASH

EEWS EMERGENCY EYE WASH SHOWER

EFF EFFICIENCY

EJ EXPANSION JOINT

ELAS ELASTOMERIC

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENTR ENTRANCE

ERF EPOXY RESIN FLOORING

EUI ENERGY USE INTENSITY

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXP EXPANSION

EXP EXPOSED

F FABRIC

F.O. FACE OF

FAB FABRICATE(D)

FB FACE BRICK

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIG FIGURE

FIX FIXTURE

ARCHITECTURAL ABBREVIATIONS

TYPICAL FLOOR: 5" THICK REINFORCED

CONCRETE PER STRUCTURAL, INSULATION AT

EDGES PER CODE, FINISH AS NOTED ON FINISH

PLANS

REINFORCED

CONCRETE PER

STRUCTURAL

FINISH PER FINISH

PLANS

NOTE: POLISHED

CONCRETE AT AREAS

NOTED ON FINISH

PLANS

VAPOR

RETARDER

18" GRANULAR FILL

OVER COMPACTED

GRADE

INTERIOR WALL TYPES

1/2" FRT PLYWD

COLD-FORMED METAL

FRAMING

SOUND ATTENUATION

BATT INSULATION

(R-13 BATT INSULATION @

4" STUDS

R-21 BATT INSULATION @

ALL OTHERS UNO).

5/8" GWB

- 5

4" METAL STUD WALLS4d

- 7

5/8" GWB

6" METAL STUD WALLS6d

SYMBOL SIDE

5/8" GWB

COLD-FORMED METAL

FRAMING

SOUND ATTENUATION

BATT INSULATION

(R-13 BATT INSULATION @

2x4 STUDS

R-21 BATT INSULATION @

ALL OTHERS UNO).

CHASE SIDE

S 3a

5/8" GWB, WHERE

OCCURS

5/8" GWB

SAME AS TYPE S6, WITH NO BATT INSULATIONS6a

COLD-FORMED METAL

FRAMING

SOUND ATTENUATION

BATT INSULATION

(R-13 BATT INSULATION @

2x4 STUDS

R-21 BATT INSULATION @

ALL OTHERS UNO).

5/8" GWB

- 5

8" METAL STUD WALLS8

S 4b

- 7

6" METAL STUD WALLS6

5/8" GWB, WHERE

OCCURS

5/8" GWB, WHERE

OCCURS

S 6b

SAME AS TYPE S4, WITH NO BATT INSULATIONS4a

5/8" GWB

SOUND ATTENUATION

BATT INSULATION

(R-13 BATT INSULATION @

2x4 STUDS

R-21 BATT INSULATION @

ALL OTHERS UNO).

5/8" GWB

- 6

4" METAL STUD WALLS4c

- 8

5/8" GWB

6" METAL STUD WALLS6b

1/2" METAL STUD LAYER

- 9

4" METAL STUD WALL

4" METAL STUD CHASE WALLS2

6" METAL STUD CHASE WALLS3

2 5/8" METAL STUD CHASE WALLS1

FLOOR ASSEMBLY

EXTERIOR WALL TYPES

FIBER CEMENT PANELS EXTERIOR WALL (VERTICALLY

ORIENTED PANELS)

3 1/2" Z-FURRING

(R-10 MIN) 2 1/2" MINERAL

WOOL EXT INSULATION

7/8" HORIZONTAL HAT

CHANNEL

5/16" VERTICAL FIBER

CEMENT PANEL TO MATCH

VERTICAL FIBER CEMENT

PANEL ON EXISTING

SCHOOL.

VAPOR PERMEABLE

WEATHER/AIR BARRIER

6" COLD-FORMED METAL

FRAMING

R-21 BATT INSULATION

VAPOR RETARDER

1/2" EXTERIOR GYP SHEATHING

5/8" GWB

CAST-IN-PLACE CONCRETE PANEL EXTERIOR WALL P3

1/2" AIR GAP

(R-10 MIN) 2 3/4" MINERAL

WOOL EXT INSULATION

VAPOR PERMEABLE

WEATHER/AIR BARRIER

6" COLD-FORMED METAL

FRAMING

R-21 BATT INSULATION

VAPOR RETARDER

1/2" EXTERIOR GYP SHEATHING

5/8" GWB

CAST-IN-PLACE CONCRETE

BASE WITH FORMLINER TO

MATCH EXISTING PRECAST

CONCRETE PANELS

EXTERIOR CONCRETE WALKWAY: THICKNESS

PER STRUCTURAL OR CIVIL

REINFORCED

CONCRETE PER

STRUCTURAL

18" GRANULAR FILL

OVER COMPACTED

GRADE

BUG SCREEN

EXTERIOR SOFFIT ASSEMBLY

EXTERIOR ALUMINUM SOFFITL1

2x4 COLD FORMED

METAL STUD

FRAMING

7/8" HAT CHANNEL

EXT ALUM SOFFIT

PANEL RUNNING

LENGTHWISE

2.5" CLOSED CELL

SPRAY FOAM

INSULATION (EXISTING)

REST OF FRAMING

(EXISTING)

2nd LEVEL DECK

(EXISTING)

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ASSEMBLY TYPES

A0.3

W D

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WALL TYPE PER PLAN

ONE OR MORE PIPES, CONDUIT, OR TUBES MAY BE INSTALLED WITHIN

THE OPENING. THE TOTAL NUMBER OF THROUGH-PENETRATIONS IS

DEPENDENT ON THE SIZE OF THE OPENING AND THE TYPES AND SIZES

OF THE PENETRATIONS, REFER TO UL W-L-8079 FOR ADDITIONAL

RESTRICTIONS

ONE OF MORE METALLIC PENETRATIONS MAY BE

INSULATED, REFER TO UL W-L-8079 FOR ADDITIONAL

RESTRICTIONS

ONE MAX 3 IN. DIAM BUNDLE OF CABLES INSTALLED WITHIN

THE OPENING, REFER TO UL W-L-8079 FOR ADDITIONAL

RESTRICTIONS

MIN 4-3/4" THICKNESS OF MIN 4 PCF MINERAL WOOL BATT

INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT

FORM. PACKING MATERIAL RECESSED FROM BOTH SURFACES OF

THE WALL TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL

MATERIAL

PACKING MATERIAL MIN 1-1/4" THICKNESS OF MIN 4 PCF

MINERAL WOOL BATT INSULATION FIRMLY PACKED AS A

BACKER AROUND THE PERIMETER OF OPENING AS A

PERMANENT FORM.

SEALANT 5/8" MIN THICKNESS OF FILL MATERIAL APPLIED WITHIN

ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. AT THE POINT

CONTACT LOCATION BETWEEN THROUGH PENETRANTS AND GYPSUM

BOARD, A MIN 1/2" DIAM BEAN OF FILL MATERIAL SHALL BE APPLIED AT

THE GYPSUM BOARD / THROUGH PENETRANT INTERFACE ON BOTH

SURFACES OF WALL

5A1

MIN. COATING

OVERLAP

AND THICHNESS PER

MFR

SCREW BETWEEN STUDS

SLIP PLANE

TWO LAYER APPLICATION

OPTION - A

ONE LAYER APPLICATION

3" T

Y P

1/ 2"

. C O

A T

V E

P A

N D

T H

N E

S S

P E

M F

1" S

J O

TWO LAYER APPLICATIONONE LAYER APPLICATION

OPTION - B

FIRE SAFING INSULATION

TOP OF MTL. STUDS

NOTE: THESE DETAILS

ARE ALSO REQUIRED AT

ALL NON-RATED

CORRIDOR WALLS (NR-

C). SEE CODE PLAN

FOR LOCATIONS

NOTE: UL SYSTEM NO. HW-D-0060 NOTE: UL SYSTEM NO. HW-D-0020

3/16" X 1-1/4" SCREWS

AT 2'-8" O.C. MAX. AT PRECAST

AND NO. 8X18 SCREWS AT

ROOF DECK AT 2'-8" O.C. MAX.

CONT. FIRE-RESISTIVE

SPRAY COATING

AS SPECIFIED BOTH SIDES

GWB, SEE WALL TYPE FOR

THICKNESS AND NUMBER OF

LAYERS

SOUND ATTENUATION BLANKETS

BOTTOM OF MTL.

ROOF DECK OR PRECAST

FLOOR/CEILING SLAB

TOP OF MTL. STUDS

STABILIZE STUDS AT TOP W/

CONT. CHANNEL AND BRIDGE

CLIP AT EACH STUD

MTL. STUD WALL FRAMING

SEE WALL TYPE FOR SIZE,

SPACING AND GAUGE OF

STUDS

CONT. SEALANT BOTH SIDES -

FIRE RATED SEALANT AT

RATED WALLS. ACOUSTICAL

SEALANT AT SOUND WALLS.

16 GA. RECEIVER CHANNEL

CONT. W/ 2-1/2" MIN. LEGS

NO CONNECTION BETWEEN

CHANNEL AND STUDS BELOW

FIRE SAFING INSULATION AT

RATED WALLS, SOUND

ATTENUATION BLANKETS AT

SOUND WALLS

GWB COVER PIECE(S)

SCRIBE TO CONFORM TO THE

SHAPE OF METAL DECK

W/ SLIP REQUIREMENTS

GWB, SEE WALL TYPE FOR

THICKNESS AND NUMBER OF

LAYERS

SOUND ATTENUATION

BLANKETS

3/16" X 1-1/4" SCREWS

AT 2'-8" O.C. MAX. AT PRECAST

AND NO. 8X18 SCREWS AT

ROOF DECK AT 2'-8" O.C. MAX

BOTTOM OF MTL. ROOF

DECK OR PRECAST

FLOOR/CEILING SLAB

STABILIZE STUDS AT

TOP W/ CONT.

CHANNEL AND BRIDGE

CLIP AT EACH STUD

MTL. STUD WALL

FRAMING, SEE WALL

TYPE FOR SIZE,

SPACING AND GAUGE

OF STUDS

DUCT LINER WHERE INDICATED

ON MECH DRAWINGS

DUCT/CABLE TRAY ETC.

DUCT PENETRATIONS

CONT. RETAINER ANGLE

FIRE RATED SEALANT AT RATED WALLS

ACOUSTICAL CAULKING - CONTINUOUS

FULL WIDTH AND HEIGHT, BOTH SIDES

WALL AS SCHEDULED

ELECTRICAL BOXES, SW

BOXES, PANELS, ETC

FIRESTOPPING SEALANT AT RATED WALL

ASSEMBLIES AND ACOUSTICAL CAULKING AT ALL

OTHER LOCATIONS - CONTINUOUS FULL DEPTH OF

GWB, EACH LAYER,

FULL PERIMETER, ALL SIDES

PIPE-CONDUIT PENETRATIONS

FIRE RATED SEALANT AT RATED

WALLS, ACOUSTICAL SEALANT

EACH SIDE, TYP

WALL AS SCHEDULED

NOTE

1. ALL CAULKING TO BE ACOUSTICAL CAULKING.

2. DETAIL IS SHOWING TYPICAL ACOUSTICAL CAULKING LOCATIONS. PROVIDE RATED CAULKING AT ALL FIRE

AND SMOKE RATED ASSEMBLIES. SEE SHEET A0.1 AND FLOOR PLANS FOR WALL TYPES.

FIRESTOPPING SEALANT AT RATED WALL

ASSEMBLIES

AND ACOUSTICAL CAULKING AT ALL OTHER

LOCATIONS - CONTINUOUS FULL DEPTH OF GWB,

EACH LAYER

FULL CIRCUMFERENCE, BOTH SIDES

DECK ATTACHMENT

PIPE OR CONDUIT

ELECTRICAL BOX, SWITCH BOX

PANEL SEPARATED BY ONE

STUD WIDTH MINIMUM. NO

BACKTO BACK ALLOWED.

ROOF / FLOOR SHEATHING

ACOUSTICAL SEALANT BOTH SIDES OF

PIPE/CONDUIT TO MAINTAIN ACOUSTICAL

SEPARATION

FIRESAFING SURROUNDING AND

BETWEEN ADJACENT ELEC. BOXES

IN RATED WALL ASSEMBLIES.

INSULATION BETWEEN ADJACENT

BOXES ALL OTHER LOCATIONS TO

PROVIDE ACOUSTICAL

SEPARATION

3. REFER TO 41/A10.3 FOR PENETRATIONS AT CMU WALLS

BOTTOM TRACK FOR STUD

CONSTRUCTION

FLOOR ATTACHMENT

HOLD GWB OFF FLOOR 1/8" TYP

SILL SEALER GASKET, TYP

RUBBER BASE AS SCHEDULED

ACOUSTICAL CAULKING - CONTINUOUS

LINEAR BEAD,

EACH SIDE

FIRE SAFING INSULATION AT

RATED WALLS AND SOUND

ATTENUATION BLANKETS

BETWEEN DEFLECTION

CHANNEL AND WOOD STUD,

WHERE OCCURS PER STR, TYP

DEFLECTION HEAD

FOR FULL HEIGHT

PARTITIONSCONT. 4"X4" LIGHT GA ANGLE EACH

SIDE. ATTACH TO DECK ONLY AND

CONT. SEALANT AT ALL EDGES,

WHERE DEFLECTION TRACK

NEEDED PER STR

1/ 4"

SLIP JOINT COVER

W/ CONC ANCHOR

SEALANT & BACKER ROD

CASING BEAD

SEE PLAN FOR

EXT WALL TYPE

SEE PLAN FOR

PARTITION TYPE

FULL HEIGHT

METAL STUD

2xWD VERT BLKG

ATTACH TO STUDS

SAW KERF AT STUD

GYP BD

SURFACE MOUNTED

ELEMENT

NOTE: FIRE-RETARDANT

TREATED WOOD

BLOCKING CAN ONLY

OCCUR IN NONBEARING

WALLS. SEE SECTION

603.1, EXCEPTION 1

GYP BD

MTL STUD

SAW KERF @ STUDS

2x WD HOR

BLOCKING

SCREW ATTACH

TO STUDS

W/(2)2"X12

WOOD SCREWS

EA END

GAP MAINTAINED BETWEEN FLOOR

SUPPORTED WALL AND BULKHEAD

PAPER FACED METAL CORNER BEAD

BELOW BULKHEAD BOTH SIDES

SEE PLAN FOR

PARTITION TYPE

PAPER FACED METAL "L" BEAD

PAINT TO MATCH ADJOINING WALL

SURFACE CONTINUE JOINT UNDER

SOFFIT & UP BACK SIDE

NOTE:

PROVIDE SLIP JOINT @ ALL LOCATIONS

WHERE ROOF SUPPORTED BULKHEAD

ABUTS FLOOR SUPPORTED WALLS

SUSPENDED

METAL STUD

BRACE AT CJ

SEE

GYP BD AT SOFFIT

DO NOT CONNECT

TO FLOOR SUPPORTED

STUDS REVEAL

BOTH SIDES

3/8"

BULKHEAD

1/4" 1/8"

WALL

SEE PLAN FOR

PARTITION TYPE

2 HR FIRE WALL TO BE

CONTINUOUS AT ALL

INTERSECTIONS WITH

OTHER PARTITIONS

SEALANT &

BACKER ROD

CASING BEAD

1/ 4"

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TYP. WALL

DETAILS

A0.4

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SCALE: 1 1/2" = 1'-0"A0.4

1D MULTIPLE PENETRATION FIRESTOP

SCALE: 1 1/2" = 1'-0"A0.4

4B STUD WALL SLIP CONNECTION FOR SMOKESTOP AND FIRE-RATED WALLS

SCALE: 3" = 1'-0"A0.4

4D HEAD, SILL & WALL PENETRATIONS

SCALE: 1 1/2" = 1'-0"A0.4

1A GYP BD PARTITION @ EXTERIOR WALL

SCALE: 3" = 1'-0"A0.4

1B VERTICAL BLOCKING @ INTERIOR WALL

SCALE: 3" = 1'-0"A0.4

1C HORIZONTAL BLOCKING @ INTERIOR WALL

SCALE: 3" = 1'-0"A0.4

2A VERTICAL SLIP JOINT

SCALE: 3" = 1'-0"A0.4

4A FIRE WALL/PARTITION INTERSECTION

WP LV

-O

JJJ

A C

C E

S S

L E

L O

A D

Z O

N E

C C

L O

A D

Z O

N E

L O

A D

Z O

N E

L O

A D

Z O

N E

R P

A R

G V

O R

P A

R K

R P

A R

G V

O R

P A

R K

R P

A R

G V

O R

P A

R K

R P

A R

G V

O R

P A

R K

R P

A R

G V

O R

P A

R K

R P

A R

0.2

8.5

A A

B B

C C

E E

D D

F F

H H

J J

G G

G.5 G.5

F.5 F.5

SHADED AREA SHOWS APPROXIMATE AREA OF WORK

LIGHT GRAY AREA SHOWS PORTION OF EXISTING

BUILDING TO BE REMODELED.

DARK GRAY AREA SHOWS PROPOSED ADDITION.

EXISTING FIRE HYDRANT LOCATION

EXISTING FDC LOCATION

EXISTING FIRE LANE

E L

A N

E X

E L

A N

E X

E L

A N

A R

A C

C E

S S

EXISTING FIRE LANE

EERC SYSTEM TO BE A DEFERRED SUBMITTAL

DASHED AREA SHOWS APPROXIMATE LOCATION OF PROPOSED SITE IMPROVEMENTS

OG1

OG2

EGRESS PATH TO RIGHT OF WAY

278' - 1 9/16" 112' - 6 1/8"

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ARCHITECTURAL

SITE PLAN

AS1.1

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C H

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SCALE: 1" = 30'-0"

ARCHITECTURAL SITE PLAN

DEMOLITION GENERAL NOTES

THE CONTRACTOR SHALL:

A. COORDINATE ALL DEMOLITION AND PHASING EFFORTS WITH THE

ARCHITECT AND OWNER’S REPRESENTATIVE. EVERY EFFORT

SHALL BE MADE TO MINIMIZE DISRUPTION OF OWNER’S

OPERATIONS. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE-

APPROVED AND COORDINATED WITH THE OWNER’S

REPRESENTATIVE. IN ALL CASES, PROVISIONS SHALL BE MADE

FOR USER’S SAFETY.

B. COORDINATE ANY DISRUPTION OF UTILITY SERVICES WITH THE

OWNER AND AS SPECIFIED.

C. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN

THE EXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURE

TO ISOLATE ANY DEMOLITION/CONSTRUCTION WORK FROM THE

GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER

AND CODE OFFICIAL HAVING JURISDICTION. COORDINATE

LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS

THROUGHOUT THE WORK.

D. MAINTAIN A SECURE, WEATHER-TIGHT ENCLOSURE AT ALL

TIMES.

E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND

ELEVATIONS AND NOTIFY THE ARCHITECT OF ANY

DISCREPANCIES.

F. REMOVE IN THEIR ENTIRETY ALL EXISTING WALLS, DOORS,

MILLWORK, PLUMBING FIXTURES, CEILINGS, SOFFITS,

MARKERBOARDS, AND OTHER ITEMS, AS REQUIRED TO EXECUTE

THE DEMOLITION/CONSTRUCTION WORK DESCRIBED BY THE

DRAWINGS.

G. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY

MATERIALS.

H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS

AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR

CONSTRUCTION-RELATED INCIDENT PERFORMED UNDER THIS

CONTRACT.

I. REPAIR OR REPLACE ITEMS THAT ARE DAMAGED AS A RESULT

OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH

AND/OR CONDITION.

J. EXISTING MATERIALS SHALL NOT BE REUSED UNLESS NOTED

OTHERWISE OR AS AUTHORIZED BY ARCHITECT.

K. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER,

COMMUNICATION AND DATA CABLES TO PREVENT

INTERRUPTION OF THEIR SERVICE.

L. PATCH FLOOR, WALL AND CEILING PENETRATIONS RESULTING

FROM REMOVAL OR RE-ROUTING OF NEW OR EXISTING PIPING,

DUCTWORK, CONDUIT, AND OTHER ITEMS, AS REQUIRED TO

MAINTAIN FIRE-RESISTANCE-RATED SEPARATIONS. FINISH AS

REQUIRED FOR NEW OR EXISTING ADJACENT SURFACES.

M. CAP ALL DISCONNECTED MECHANICAL PIPING LINES WITHIN THE

WALL OR FLOOR. PATCH AND FINISH AS REQUIRED TO MATCH

NEW OR EXISTING ADJACENT SURFACES.

N. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND NOTES FOR

FURTHER SEQUENCING AND SCOPE OF WORK.

O. AVOID ANY DISTURBANCE OF SOILS WITHIN THE ZONE OF

INFLUENCE AROUND EXISTING FOOTINGS AND FLOOR SLABS AS

DIRECTED BY GEOTECHNICAL ENGINEER.

P. WHERE CMU WALLS ARE INDICATED TO BE REMOVED, PREPARE

ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY REMOVING

CMU IN TOOTH-IN PATTERN BOTH SIDES OF DEMOLITION FOR

CONTRACTOR TO TOOTH-IN NEW CMU PATCHES.

Q. WHERE PLASTER/STUD WALLS ARE INDICATED TO BE REMOVED,

PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY

SAWCUTTING ADJACENT PLASTER FINISH A MINIMUM OF 1'-0"

BEYOND DEMOLITION.

DEMOLITION NOTES APPLY TO ALL DEMOLITION SHEETS.

REFERENCE KEYNOTES

SHEET NOTES#

7.1

3.7

4.7

5.4

6.3

8.5

E.4 E.4

F F

G.8 G.8

H H

J J

4.1

5.9

6.7

7.6

E.7 E.7

G G

G.5 G.5

F.5 F.5

F.2 F.2

1 2

SALVAGE ALL CASEWORK, SINK,

(2) 4' MARKERBOARDS, TOWEL & SOAP

DISPENSERS AND REUSE FOR NEW WORK.

SEE NEW CONSTRUCTION.

SALVAGE CASEWORK

INCLUDING LOW WALL

STEEL SUPPORTS AT

CIRCUCATION DESK AND

SALVAGE SIT/STAND DESK

UNDER THE COUNTER.

REUSE FOR NEW WORK.

15' - 0" VIF

24' - 0" VIF

12' - 0" VIF

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KEY PLAN

A B C D E

AREA OF WORK

NORTH6

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FIRST FLOOR

DEMOLITION

PLAN

AD1.1

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N E

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A V

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T O

N S

C H

O O

L D

1 DEMO EXTERIOR WALL

2 DEMO GLAZING AND FRAME

3 DEMO EXISTING EXTERIOR SLAB-ON-GRADE IN ITS

ENTIRETY TAKING CARE NOT TO DAMAGE EXISTING

COLUMNS, FOUNDATIONS, CONCRETE PEDESTALS, AND

PROTECTIVE CONCRETE ENCASEMENT AROUND EXISTING

COLUMNS. SEE STRUCTURAL.

4 DEMO INTERIOR PARTITION

5 DEMO HM FRAME AND DOOR

6 SALVAGE FIRE EXTINGUISHER AND RECESSED CABINET

FOR NEW WORK

7 SALVAGE WALL MOUNTED SHORT THROW PROJECTOR AND

INSTALL IN NEW CONSTRUCTION

8 PROTECT EXISTING BRACE FRAME FURRED WALL. PATCH

AS NEEDED FOR NEW CONSTRUCTION.

9 DEMO FINISH FLOOR (CARPET, VIF) AND WALL BASE

10 DEMO FINISH FLOOR (VCT, VIF) AND WALL BASE

11 NEATLY SAW CUT EXISTING SLAB-ON-GRADE AS REQUIRED

TO INSTALL NEW FOOTINGS. REFER TO STRUCTURAL

DRAWINGS FOR NEW FOOTINGS AND SLAB INFILL DETAIL.

T R

U E

SCALE: 1/8" = 1'-0"

FIRST FLOOR DEMOLITION PLAN

7.1

3.7

4.7

5.4

6.3

8.5

E.4 E.4

F F

G.8 G.8

H H

J J

4.1

5.9

6.7

7.6

E.7 E.7

G G

G.5 G.5

F.5 F.5

F.2 F.2

SOFFIT TO REMAIN

DEMO ALL EXISTING

ACT CEILINGS,

HARDLID CEILINGS,

LIGHT FIXTURES, AND

MECHANICAL GRILLES

THIS AREA. SEE

ELECTRICAL AND

MECHANICAL DEMO

DRAWINGS FOR MORE

INFO.

DEMO EXTERIOR

METAL SOFFIT & LIGHT

FIXTURES

THIS LIGHT FIXTURE

RELOCATED PER

ELECTRICAL

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KEY PLAN

A B C D E

AREA OF WORK

NORTH6

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FIRST FLOOR

REFLECTED

CEILING

DEMOLITION

PLAN

AD3.1

W D

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E A

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B E

A V

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T O

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C H

O O

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FIRST FLOOR REFLECTED CEILING DEMO PLAN

-O

A C

C E

S S

L E

L O

A D

Z O

N E

L O

A D

Z O

N E

0.2

A A

B B

C C

E E

E.4 E.4

D D

F F

G.8 G.8

H H

J J

G G

SHADED AREA SHOWS

APPROXIMATE AREA OF

WORK. SEE PROJECT

PLANS FOR MORE INFO

BOILER AND

MECHANICAL

ROOM

F112

NEW

CLASSROOM

G102

NEW

CLASSROOM

G104

COMPUTER

LAB

G114

LIBRARY -

STACKS

G110

LIBRARY

G110

NEW

CLASSROOM

G106

NEW

CLASSROOM

G108

WORK ROOM

G112

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KEY PLAN

A B C D E

AREA OF WORK

NORTH6

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OVERALL FIRST

FLOOR PLAN

OP.1

W D

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N E

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E A

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B E

A V

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T O

N S

C H

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SCALE: 1/16" = 1'-0"

OVERALL FIRST FLOOR PLAN DIAGRAM (AREA OF WORK)

7.1

4.7

5.4

6.3

E.4 E.4

F F

G.8 G.8

H H

J J

G G

F.2 F.2

COMPUTER

LAB

G114

NEW

CLASSROOM

G102

BOILER AND

MECHANICAL

ROOM

F112

NEW

CLASSROOM

G104

NEW

CLASSROOM

G108

NEW

CLASSROOM

G106

WORK ROOM

G112

A6.1

HANDWASHING

AREA

A4.1

C120.1

G100

G102

G104

G108

G110

G112

G110.2

G110.1

G106

G H H G G H H G

MB-2 MB-1 TBD-1

A2.1 3A

A10.1

A10.1 3A

A10.2

TBD-1

MB-1TBD-1

TBD-1MB-3MB-1MB-3TBD-1

OFCI 65"TV

A10.1

1C1D

OPP.

TBD-1

MB-3

MB-2

MB-3

TBD-1

MB-1

RELOCATED WALL-MOUNTED

PROJECTOR

A10.13A

OPP.

3' - 0"

1/ 2"

4' - 9" 5' - 6" 6' - 9" 3' - 9 1/2"4' - 9" 5' - 6" 6' - 9"

1' - 7 1/2"

1' - 6"

3' - 2"

A10.2

A4.1

A4.1 2

ALIGN

G114.1G114.1

MB-1MB-2

MB-3

6' - 9" 11' - 6 1/2" 6' - 4"

1' - 11"

9' - 5"

OFCI 65"TV

MB-1

OFCI 65"TV

TBD-1

MB-3

MB-1

OFCI 65"TV

MB-2

MB-1

MB-3

TBD-1

TBD-1 TBD-1

TBD-1

MB-3 MB-3

G114

BOLLARDS

BOLLARD

25' - 3" 4' - 0 1/2" 24' - 7 1/2" 10' - 9" 17' - 11" 14' - 3 1/2" 14' - 4" 18' - 0"

129' - 2 1/2"

H G G H G

1/ 2"

E Q

CIRCULATION

G100

A1.1

2SEE CALLOUT

FOR ADDITIVE

ALTERNATE #1

RELOCATED

FEC

MB-1 MB-2 MB-1MB-3TBD-3

A0.4

SIM.

OG2

OG1

LIBRARY

G110

OFCI 65"TV

ALIGNALIGN

A1.1

SEE CALLOUT

FOR ADDITIVE

ALTERNATE #3

A9.1

1' - 7"

9' -3

8'-1"

S6b

S6bS1

S6b

S6b S6b

S6b

3' -4

4' - 3" 11' - 11 1/2"

E Q

TYP FF

EL = 0"

1' - 6"

BLOCKING FOR TV

BRACKET CENTERED

ON WALL. COORDINATE

FINAL LOCATION WITH

OWNER.

BLOCKING FOR TV

BRACKET CENTERED

ON WALL. COORDINATE

FINAL LOCATION WITH

OWNER.

BLOCKING FOR TV

BRACKET

CENTERED ON

WALL.

COORDINATE

FINAL LOCATION

WITH OWNER.

BLOCKING FOR TV

BRACKET

CENTERED ON

WALL.

COORDINATE

FINAL LOCATION

WITH OWNER.

BLOCKING FOR TV

BRACKET CENTERED

ON WALL.

COORDINATE FINAL

LOCATION WITH

OWNER.

CASEWORK GENERAL NOTES:

A. CASEWORK AND MILLWORK GENERAL NOTES APPLY TO ALL

CASEWORK AND MILLWORK SHEETS.

B. ELEVATIONS DENOTED AS MILLWORK ARE SPECIFIED UNDER

DIVISION 06. OTHERS CONSIDERED CASEWORK SPECIFIED

UNDER DIVISION 12, UNLESS NOTED OTHERWISE.

C. BASE AND TALL STORAGE CABINETS: 24 INCHES DEEP, UNLESS

NOTED OTHERWISE.

D. WALL CABINETS: 14 INCHES DEEP, UNLESS NOTED

OTHERWISE.

E. TALL STORAGE UNITS TO BE 24 INCHES DEEP, UNLESS NOTED

OTHERWISE.

F. PROVIDE ADJUSTABLE SHELVING IN CASEWORK, UNLESS

NOTED OTHERWISE.

G. PROVIDE SUBSTRATE OF MARINE GRADE PLYWOOD FOR ALL

COUNTERTOPS FITTED WITH SINKS.

H. PROVIDE SUBSTRATE OF MDO FOR ALL COUNTERTOPS NOT

FITTED WITH SINKS.

I. __________ INDICATES CASEWORK TO BE BID AS AN

ALTERNATE. SEE PROJECT MANUAL FOR ALTERNATE

DESCRIPTIONS.

J. WHERE ELECTRICAL DEVICES ARE LOCATED IN CASEWORK,

CASEWORK CONTRACTOR SHALL PROVIDE FINISHED

OPENINGS. COORDINATE LOCATION AND QUANTITY WITH

ELECTRICAL CONTRACTOR.

K. PROVIDE JOINT SEALANT AT PERIMETER JOINTS WHERE

COUNTERTOPS, BACK AND SIDE SPLASHES, CASEWORK, AND

MILLWORK ABUT WALLS.

L. FIELD VERIFY DIMENSIONS OF CABINET LOCATIONS IN BUILDING

PRIOR TO FABRICATION.

M. PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS OF

CASEWORK AND MILLWORK.

N. ALL EXPOSED SURFACES IN OPEN SHELVING SHALL BE PLASTIC

LAMINATE COVERED.

O. WHEN LINEAR PATTERN ON PLAM, SOLID SURFACE OR

RESIN/PLASTIC PANELS OCCURS, PATTERN TO RUN

VERTICALLY, UNLESS NOTED OTHERWISE.

P. PROVIDE T-MOLDING AT ALL EXPOSED EDGES OF CABINETS, OR

CUBBIES UNO. T-MOLDING TO MATCH COLOR OF ADJACENT

PLAM UNO.

Q. PROVIDE WD-1 BEVELED HARDWOOD EDGE BAND AT ALL PLAM

COUNTERTOPS. PROVIDE WF-1 SEALER ON EDGEBAND TYP.

R. ALL CABINETS TO BE PLAM-1 UNO, ALL COUNTERTOPS &

BACKSPLASH TO BE PLAM-2 UNO.

S. FURNISH AND INSTALL FIRE-RETARDANT-TREATED WOOD

BLOCKING IN STEEL STUD PARTITIONS FOR PROPER

ANCHORAGE OF WALL ATTACHED ITEMS; I.E. TOILET

ACCESSORIES, TOILET PARTITIONS, CASEWORK, MILLWORK,

WAINSCOT PANELS, WALL-MOUNTED FIXTURES,

MARKERBOARDS, TACKBOARDS, DOOR STOPS, AUDIO VISUAL

BRACKETS, ETC.

F.2

RESTROOM

G101

RESTROOM

G103

ALT. 1 - SHOWN

FOR SCOPE.

SEE ENLARGED

PLAN FOR MORE

INFORMATION

G101

G103

66.7

GG114.2

L R

G ro u p

REVISIONS

KEY PLAN

A B C D E

AREA OF WORK

NORTH6

:1 :5

-2

-0

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-2

-0

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A D

100% CD

FIRST FLOOR

PLAN

A1.1

W D

E N

N E

Y R

D B

E A

V E

R T

O N

B E

A V

E R

T O

N S

C H

O O

L D

T R

U E

SCALE: 1/8" = 1'-0"

FIRST FLOOR PLAN

ALTERNATE 2: SINK & BASE CABINET (W/ CIVIL)

SEE PLUMBING FOR SINK

SEE ELEVATIONS FOR BASE CABINET

SEE CIVIL FOR CONNECTION

ALTERNATE 1: SINK & BASE CABINET

SEE PLUMBING FOR SINK

SEE ELEVATIONS FOR BASE CABINET

ALTERNATE 3

OPERABLE WALL.

T R

U E

SCALE: 1/8" = 1'-0"

ALT. 1 - RR

T R

U E

SCALE: 1/8" = 1'-0"

ALT. 3 - OPER. WALL

ALT 3. - SHOWN FOR

SCOPE. SEE

ENLARGED PLAN

FOR MORE

INFORMATION

PATCH WALL AT

DEMOLISHED

SHUT-OFF VALVE

7.1

4.7

5.4

6.3

E.4 E.4

F F

G.8 G.8

H H

J J

G G

F.2 F.2

A6.1

OPEN TO COURTYARD BELOW

ROOFTOP UNIT PER MECHANICAL.

SEE ROOF PLAN FOR WORK THIS

AREA.

L R

G ro u p

REVISIONS

KEY PLAN

A B C D E

AREA OF WORK

NORTH6

:1 :5

-2

-0

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SECOND FLOOR

PLAN

A1.2

W D

E N

N E

Y R

D B

E A

V E

R T

O N

B E

A V

E R

T O

N S

C H

O O

L D

T R

U E

SCALE: 1/8" = 1'-0"

SECOND FLOOR PLAN

DRAWING PRIMARILY FOR REFERENCE AND WALL SECTION TAGS.

SEE ROOF DETAILS FOR MECHANICAL UNIT CURB INFO.

NO INTERIOR WORK THIS FLOOR.

ROOF PLAN GENERAL NOTES

A. ROOF PLAN GENERAL NOTES APPLY TO ALL ROOF PLAN

SHEETS.

B. ROOF SLOPES ARE CREATED BY SLOPING THE ROOF

STRUCTURE UNLESS NOTED OTHERWISE. SEE STRUCTURAL

DRAWINGS FOR ELEVATIONS OF THE HIGH AND LOW POINTS TO

DETERMINE PROPER TAPER IN INSULATION.

C. TAPERED INSULATION SHALL PROVIDE A MINIMUM OF 1/4-INCH

PER FOOT OF SLOPE TO ROOF DRAINS, UNLESS NOTED

OTHERWISE.

D. AREAS MARKED WITH A HATCHED PATTERN

INDICATE TAPERED INSULATION.

E. ALL ROOF CURBS TO BE A MINIMUM OF 8 INCHES ABOVE

ROOFING LEVELS. PROVIDE TAPERED INSULATION ROOF

SADDLES AT ROOF CURBS TO PROVIDE DRAINAGE AROUND

CURB.

F. SEE STRUCTURAL DRAWINGS FOR FRAMING AROUND ROOF

PENETRATIONS.

G. COORDINATE THE SIZE AND LOCATION OF ROOF PENETRATIONS

FOR MECHANICAL AND ELECTRICAL EQUIPMENT. REFER TO

MECHANICAL AND ELECTRICAL DRAWINGS FOR PENETRATIONS

NOT SHOWN ON THIS DRAWING.

H. FLASH DRAINS, CURBS, VENTS AND STACKS PER

MANUFACTURER'S RECOMMENDATIONS IF DETAIL NOT SHOWN

ON DRAWINGS.

I. NO ROOF PENETRATIONS ALLOWED WITHIN 4'-0" EACH SIDE OF

FIREWALL. SEE CODE PLAN FOR FIRE WALL LOCATIONS.

REFERENCE KEYNOTES

SHEET NOTES#

7.1

4.7

5.4

6.3

8.5

E.4 E.4

F F

G.8 G.8

H H

J J

G G

F.2 F.2

A6.1

OPEN TO COURTYARD BELOW

114' - 0"

129' - 6" 128' - 5"

DEMOLISH EXISTING ROOFTOP

MECHANICAL UNIT AND REPLACE

WITH NEW. PROVIDE ADAPTER

CURB AND REUSE EXISTING CURB.

SEE MECHANCIAL FOR MORE INFO.

SEE SPEC FOR INFORMATION ON

PATCHING AND REPAIRING

DAMAGED TPO ROOFING CAUSED BY

REPLACEMENT OF ROOFTOP

MECHANICAL UNIT.

SPOT ELEVATIONS FOR REFERENCE ONLY. VIF.

LOWER ROOF AREA (SEE A1.2 SECOND FLOOR PLAN)

L R

G ro u p

REVISIONS

KEY PLAN

A B C D E

AREA OF WORK

NORTH6

:1 :0

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ROOF PLAN

A1.3

W D

E N

N E

Y R

D B

E A

V E

R T

O N

B E

A V

E R

T O

N S

C H

O O

L D

T R

U E

SCALE: 1/8" = 1'-0"

ROOF PLAN

DRAWING FOR REFERENCE ONLY.

NO ARCHITECTURAL WORK IN THIS AREA. SEE MECHANICAL FOR FURTHER INFO.

MR EWC

(ACC)

EWC URINAL URINAL

(ACC)

PTD/R

(ACC)

LAV LAV TTD SD

(ACC)

SND SCD SNV

(ACC)

RH-1 SH(ACC)

ELEVATION 1

SH(ACC)

ELEVATION 2

BCS

**T.O. TABLE IN OPEN

POSITION

MBH US SSS

ADA SAD 2010 - 604, 609

ANSI A117.1 2003 - 604.5.1

ADA SAD

2010 - 606.1

ADA SAD

2010 - 308

ADA SAD

2010 - 604.8.3

ADA SAD

2010 - 608.3.1 ADA SAD 2010 - 308.2.1

ADA SAD

2010 - 603.4

ADA SAD

2010 - 606.1

ADA SAD

2010 - 606.3

ADA SAD

2010 - 604.7

ADA SAD

2010 - 606.1

ADA SAD

2010 - 308

ADA SAD

2010 - 605.2

ADA SAD

2010 - 602.4

ADA SAD

2010 - 603.3

ADULT MOUNTING HEIGHTS

T O

B .O

A X

T O

S P

O U

A X

M A

" 17

A X T

.O . C

O N

T R

A X

T .O

. C O

N T

R O

A X

M A

8" MIN

11" MIN 9"

M A

9" M

T O

P E

N S

E R

T O

M A

T .O

. C O

N T

R O

M A

FLOOR MOUNTED WC

59" MIN AT

WALL HUNG WC

56" MIN AT

12" MAX42" MIN

C TO REAR WALL

41" MAX - 39" MIN

GB-3

GB-2

GB-1

T .O

. G R

A B

B A

M A

7" TO 9"

B .O

. G R

A B

B A

A X

M A

60" MIN

1' - 6"

12" MIN 24" MIN

36" MIN

T .O

. G R

A B

B A

M A

T .O

. D

P E

N S

E R

M A

C O

N T

R O

1' - 6" 1' - 6"

15" MAX

B .O

. C O

N T

R O

T .O

. C O

N T

R O

A X5'

M A

1' - 6" 1' - 6"

M A

IN 3'

T .O

. C O

N T

R O

A X

M A

T .O

. S P

O U

R E

F L

E C

G S

U R

F A

C E

ADA SAD

2010 - 602.7

A. ACCESSIBLE URINAL SHALL PROVIDE CLEAR FLOOR SPACE PER

ADA SAD 2010 - 605.3

B. ACCESSIBLE WATER CLOSETS SHALL PROVIDE CLEAR SPACE

PER ADA SAD 2010 - 604.3.1

C. ACCESSIBLE LAVATORIES AND SINKS SHALL PROVIDE CLEAR

SPACE PER ADA SAD 2010 - 606.2

D. ACCESSIBLE TOILET ROOMS SHALL PROVIDE A TURNING SPACE

OF 60 INCHES IN DIAMETER PER ADA SAD 2010 - 304.3.1

E. ACCESSIBLE WATER FOUNTAINS SHALL PROVIDE CLEAR FLOOR

SPACE PER ADA SAD 2010 - 602.2

F. ACCESSIBLE TOILET PARTITIONS SHALL COMPLY WITH ADA SAD

2010 - 604.8.1

G. EXPOSED PIPES AND SURFACES UNDER LAVATORIES AND

SINKS SAHLL BE INSULATED PER ADA SAD 2010 - 606.5

GENERAL NOTES FOR

ACCESSIBILITY

ELEVATION MIRRORED

FOR ROOM G110

CT-2C

PT-1

CT-2C

PT-1

ELEVATION MIRRORED

FOR ROOM G110

CT-2B

CT-2/CT-3

CT-2A

SEE TYP. TILE MODULE

PT-1

ELEVATION MIRRORED

FOR ROOM G110

CT-2B

CT-2/CT-3

CT-2A

SEE TYP. TILE MODULE

MIRROR (MR)

STRADDLES TOP OF

TILE TYP.

PT-1

ELEVATION MIRRORED

FOR ROOM G110

COVE BASE

CT-2B

BULL NOSE

CT-2A4' - 3"

KEY

CT-2

CT-3

SINK

CERAMIC WALL

TILE WAINSCOT TO

5'-0"

PROVIDE CONTINUOUS

MDF FILLER PANEL,

SIZED FOR SAME

DEPTH OF FINISHED

TILE, PAINT PT-1

TOP OF TILE 5'-4"

AFF

MIRROR

WALL PER TYPE

ABBREV. DESCRIPTION

GB-1 GRAB BAR (SIDE WALL)

GB-2 GRAB BAR (BACK WALL)

GB-3 GRAB BAR (VERTICAL)

MR MIRROR

PTD SURFACE MOUNTED PAPER TOWEL DISPENSER

SCD SEAT COVER DISPENSER

SD LIQUID SOAP DISPENSER

TTD SURFACE MOUNTED TOILET PAPER DISPENSER

TOILET ACCESORIES

SCHEDULE

CB-1

WC-1

4" 7'

1' - 8" 1' - 8"

WC-1

CUT PANEL WC-1 TO ALIGN WITH

COVE BASE FLOORING

TRANSITION

CB-1 RB-1

MDF-1

TYP. MDF-1 PATTERN, SEE

WAINSCOT FASTENER

LAYOUT ON INTERIOR

DETAILS

DRINKING

FOUNTAINS

A9.2

TBD-2

ALIGN

F F

E.7

F.2 F.2

A2.1

A2.1 2C

A10.1 1C

GB-1

TTD

GB-3

GB-2

SCD

PTD

RESTROOM

G101

RESTROOM

G103

A2.1 2C

SIM.

GB-1

TTD

GB-3

GB-2

SCD

PTD

G101

G103

6" WRAP COLUMN KEEPING AS

MUCH ROOM IN RR AS POSSIBLE

FOF

18"

F O

S3 S6b

66.7

3' - 5"

G114.2

L R

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A B C D E

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RESTROOM

PLANS AND

ELEVATIONS

A2.1

W D

E N

N E

Y R

D B

E A

V E

R T

O N

B E

A V

E R

T O

N S

C H

O O

L D

SCALE: 1/4" = 1'-0"A2.1

2B ADA RESTROOM - N

SCALE: 1/4" = 1'-0"A2.1

2C ADA RESTROOM - E

SCALE: 1/4" = 1'-0"A2.1

3C ADA RESTROOM - S

SCALE: 1/4" = 1'-0"A2.1

4C ADA RESTROOM - W

TWO RESTROOMS PART OF ALTERNATE 1

SCALE: 1/2" = 1'-0"A2.1

1B TYP. TILE PATTERN MODULE

SCALE: 1" = 1'-0"A2.1

4A TYP. MIRROR MOUNTING PANEL

SCALE: 1/4" = 1'-0"A2.1

3A HANDWASHING AREA - E

SCALE: 1/4" = 1'-0"A2.1

3B HANDWASHING AREA - S

SCALE: 1/4" = 1'-0"A2.1

2A ENLARGED RESTROOMS - ALT. 1

SCALE: 1/4" = 1'-0"A2.1

4B ENLARGED OPERABLE WALL - ALT. 3

PFC

LCU

S S

LCU

F C

MD MD

M D

S S

SS S S

P P

S S

LCU

OS OS

LCU

M D

OS OS

LCU

PC PC PC

WAPWAP

WAP

CAM

LCU LCU

LCU

LCU LCU

CAM

A. REFLECTED CEILING PLAN GENERAL NOTES APPLY TO ALL

REFLECTED CEILING PLAN SHEETS.

B. ALL CEILING GRIDS/PANELS SHALL BE CENTERED IN EACH

ROOM UNLESS NOTED OTHERWISE.

C. CEILING HEIGHTS ARE NOTED ON THE REFLECTED CEILING

PLANS ARE MEASURED FROM THE FINISH FLOOR OF THE

ROOM.

D. ALL ELECTRICAL FIXTURES, SPEAKERS, SMOKE AND THERMAL

DETECTORS, MECHANICAL GRILLES, SPRINKLER HEADS, AND

OTHER CEILING MOUNTED DEVICES, SHALL BE CENTERED

BETWEEN CEILING GRIDS UNLESS NOTED OTHERWISE.

SPRINKLER HEADS SHALL BE WITHIN A 3-INCH RADIUS

CENTERED BETWEEN CEILING GRIDS.

E. IN ACOUSTICAL CEILING PANELS WITH SCORE IN THE CENTER,

CENTER DEVICES REFERENCE IN NOTE D IN ONE HALF OF THE

TILE. DO NOT LOCATE ON THE SCORE. FOR APC WITH

MULTIPLE SCORED PATTERNS, COORDINATE LOCATION WITH

THE ARCHITECT.

F. PROVIDE SUSPENSION SYSTEM AROUND ELECTRICAL

FIXTURES, MECHANICAL GRILLES, DIFFUSERS, AND OTHER

CEILING MOUNTED DEVICES. AT ACOUSTICAL PANEL CEILINGS.

G. ALL DIMENSIONS ON REFLECTED CEILING PLANS ARE ACTUAL

AND ARE TO THE FOLLOWING UNLESS NOTED OTHERWISE:

a. FACE OF FINISHED WALL

b. FACE OF FINISHED BULKHEADS

c. CENTERLINE OF COLUMNS

d. CENTERLINE OF TEES

H. IN AREAS WITH EXPOSED STRUCTURE CEILINGS, COORDINATE

EXACT LOCATIONS OF MECHANICAL GRILLES, DIFFUSERS,

DUCTWORK AND ELECTRICAL FIXTURES WITH EACH

REPRESENTATIVE SUBCONTRACTOR.

I. ALL WALLS EXTEND TO UNDERSIDE OF DECK EXCEPT THOSE

SHOWN SHADED IN WHICH GYPSUM BOARD OR MASONRY

EXTENDS MIN 4 INCHES ABOVE FINISHED CEILING. ALL METAL

STUDS EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK.

REFLECTED CEILING PLAN

GENERAL NOTES

CEILING KEY

APC-1

GWB

7.1

4.7

5.4

6.3

E.4 E.4

F F

G.8 G.8

H H

J J

G G

F.2 F.2

A6.1

APC-1

10' - 0"

APC-1

10' - 0"

APC-1

10' - 0"

APC-1

10' - 0"

APC-1

10' - 0"

APC-1

10' - 0"

A3.1

CALLOUT

FOR ALT. 1

GWB

10' - 2"

APC-1

10' - 0"

GWB

10' - 2"

SEE MECH. FOR WORK

THIS ROOM

NEW

CLASSROOM

G102

NEW

CLASSROOM

G104

NEW

CLASSROOM

G106

NEW

CLASSROOM

G108

COMPUTER

LAB

G114

WORK ROOM

G112

APC-1

10' - 0"

APC-1

10' - 0"

APC-1

10' - 0"

3' - 0"

3' - 0" 3' - 0"

3' - 0" 2' - 9"

SOFFIT TO MATCH EXISTING

A8.4

A3.8

TYP.

A3.8

TYP.

EXISTING GWB SOFFIT

APC-1

10' - 0"

APC-1

10' - 0"

TYP.

TYP.1E

A3.8

ALTERNATE 1:

FIXTURE TO BE 4' AND ALIGN WITH SIM.

FIXTURES TO SOUTH IF ALTERNATE 1

IS ACCEPTED. SEE ELECTRICAL.

F.2

GWB

8' - 0"

GWB

8' - 0"

RESTROOM

G101

RESTROOM

G103

L R

G ro u p

REVISIONS

KEY PLAN

A B C D E

AREA OF WORK

NORTH6

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FIRST FLOOR

REFLECTED

CEILING PLAN

A3.1

W D

E N

N E

Y R

D B

E A

V E

R T

O N

B E

A V

E R

T O

N S

C H

O O

L D

T R

U E

SCALE: 1/8" = 1'-0"

FIRST FLOOR REFLECTED CEILING PLAN

T R

U E

ALT.1 - RR RCP

PROVIDE CONTINUOUS TRACK

NO GREATER THAN 1" W/ BEAM

END RESTRAIN CLIP

CEILING BRACING @ 12'-0"

O.C.

OMIT WHERE ROOM IS 144

OR LESS

#12 WIRE HANGERS @ 48" O.C.

SUSPEND FROM STRUCTURE

ABOVE

#12 PERIMETER WIRE HANGERS

8" MAX FROM WALL - TYP FOR

MAIN AND CROSS RUNNERS

PER MFR

SOUND ATTENUATION

BLANKETS - TYP

1 LAYERS OF 5/8" GWB - TYP

HANGER RODS TO CHANNEL

BY PARTITION MFR

HANGER BRACKET

BY PARTITION MFR

HARD LID CEILING PER RCP

(2) LAYERS GWB, PAINTED P-?

STL TRACK & GUIDE

RAIL BY PARTITION MFR

OPERABLE PANEL PARTITION

GWB BULKHEAD

HEIGHT PER RCP

PER RCP

ACOUSTICALLY SEAL W/

BATT & SPRAY FOAM INSUL

APC CEILING

-1

BEAM PER

STRUCTURALALTERNATE 3 ONLY

MAX

E N

COMPRESSION STRUT HANGER

#12 SPLAY WIRE BRACING

IN EACH PLANE OF

RUNNER

MTL SUSPENSION MAIN RUNNER

MTL SUSPENSION CROSS RUNNER

NOTE: ACOUSTIC CEILING PANELS, LIGHT FIXTURES AND

DIFFUSERS ARE TO BE IN CONFORMANCE WITH ASTM C 635 AND ASTM

C636

GWB

GWB CEILING, SEE

RCP FOR HEIGHT

MTL STUD

MTL STUD BRACING

PER STRUCTURAL

FINISH CEILING AS SCHEDULED

APC, SEE RCP FOR HEIGHT

FINISH CEILING

AS SCHEDULED

GWB PER PLAN,

REFER TO RCP

APC, SEE RCP

FOR HEIGHT METAL PERIMETER

TRIM EXTENDS 4"

FROM APC LEVEL

APC SHADOW MOLDING REVEAL

CEILING PER RCP

FINISH CEILING

PER RCP

EDGE OF WALL, PER PLANS

MTL STUD

BLOCKING

EXPANSION JOINT ASSEMBLY

WALL TYPE PER

PLAN

SUSP.

CEILING PER

PLAN

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CEILING DETAILS

A3.8

W D

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N E

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SCALE: 1 1/2" = 1'-0"A3.8

4D TYPICAL BRACING LAYOUT

SCALE: 1 1/2" = 1'-0"A3.8

4C APC - OPERABLE PANEL

SCALE: 1 1/2" = 1'-0"A3.8

4E CEILING BRACING

SCALE: 3" = 1'-0"A3.8

1D GWB CEILING TO BULKHEAD TRANSITION

SCALE: 3" = 1'-0"A3.8

2E APC CLOUD EDGE CLOSER

SCALE: 3" = 1'-0"A3.8

2C APC CLOUD EDGE CLOSER GYP. ABOVE

SCALE: 1 1/2" = 1'-0"A3.8

1E TYPICAL APC CEILING DETAIL AT WALL

SCALE: 3" = 1'-0"A3.8

2D SUSPENDED CEILING @ EXPANSION JOINT

Level 01 100' - 0"

Level 02 114' - 0"

Level 03 127' - 6"

1467.18 4.75.46.37 5 23

AREA OF WORK

OPEN

1 2345

TYP.TYP.

Level 01 100' - 0"

Level 02 114' - 0"

Level 03 127' - 6"

A B C E E.4D F G.8 H

GF.2

AREA OF WORK

15 54 265

TYP.TYP. TYP.

Level 01 100' - 0"

Level 02 114' - 0"

Level 03 127' - 6"

4.7 5.45 5.9

OPEN

136 2

TYP. TYP.

SHEET NOTES#

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EXTERIOR

ELEVATIONS

A4.1

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SCALE: 3/32" = 1'-0"A4.1

1 SOUTH ELEVATION

SCALE: 3/32" = 1'-0"A4.1

2 WEST ELEVATION

SCALE: 3/32" = 1'-0"A4.1

3 COURTYARD SOUTH ELEVATION

SEE PLANS FOR WINDOW TAGS AND WALL SECTION TAGS

DARK GRAY HATCH SHOWS APPROXIMATE AREA OF WORK.

OTHER ELEVATIONS SHOWN FOR REFERNCE ONLY.

1 FIBER CEMENT PANEL

2 CONCRETE BASE. SEE TYPICAL EXTERIOR WALL SECTION.

3 GLAZING. SEE PLANS FOR FRAME CALLOUTS AND A8.3 FOR

DIMENSIONS.

4 WALL MOUNTED LIGHT FIXTURE. SEE ELECTRICAL.

5 EXISTING EXTERIOR STEEL STRUCTURE (COLUMNS &

BRACED FRAMES) TO REMAIN

6 BOLLARD AT DOOR. SEE DETAIL ON A9.1.

Level 01 100' - 0"

Level 02 114' - 0"

Level 03 127' - 6"

T Y

NEW

CLASSROOM

G106

MATCH EXISTING FCP TO METAL SOFFIT

TRANSITION

A9.1

NEW METAL SOFFIT TO MATCH EXISTING

Level 01 100' - 0"

Level 02 114' - 0"

Level 03 127' - 6"

METAL TRIM TO MATCH EXISTING SCHOOL

T Y

NEW

CLASSROOM

G106

A9.1

Level 01 100' - 0"

Level 02 114' - 0"

Level 03 127' - 6"

4.7 4.1

T Y

A9.1

Level 01 100' - 0"

Level 02 114' - 0"

Level 03 127' - 6"

G.8

T Y

ALL SILLS TO MATCH

EXISTING WOOD SILLS

A9.1

A8.4

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