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FOR OF 3/2/2015 9:38:57 AM CAMPBELL ES GENERAL UPGRADES 6500 Oak Street, Arvada, Colorado 80004 2 March 2015 CONSTRUCTION DOCUMENTS SITE NO. 04900 PROJECT ID NO. J04900U01 and 15M04900U01

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Page 1: OF CAMPBELL ES GENERAL UPGRADES - Himmelman · PDF filecampbell es general upgrades 6500 oak street, arvada, ... moa architecture s i t e n o: n north 0 4 9 0 ... df drinking fountain

FOR

OF

3/2

/2015 9

:38:5

7 A

M

CAMPBELL ES GENERAL UPGRADES6500 Oak Street, Arvada, Colorado 80004

2 March 2015

CONSTRUCTION DOCUMENTS

SITE NO. 04900

PROJECT ID NO. J04900U01 and 15M04900U01

Page 2: OF CAMPBELL ES GENERAL UPGRADES - Himmelman · PDF filecampbell es general upgrades 6500 oak street, arvada, ... moa architecture s i t e n o: n north 0 4 9 0 ... df drinking fountain

N

WA

DS

WO

RT

H B

LV

D.

SH

ER

IDA

N B

LV

D.

FE

DE

RA

L B

LV

D.

KIP

LIN

G B

LV

D.

I-70

I-70

I-76

W 44th AVE.

W 88th AVE.

W 72nd AVE.

W 58th AVE.

ARVADA, CO

IND

IAN

A S

T.

W 64th AVE.

36

SIM

MS

ST

.

IND

IAN

A S

T.

CAMPBELL ES

Date

Drawn By

Checked By:

Project Number

Sheet Name

Copyright:

ALL DRAWN AND WRITTEN INFORMATIONAPPEARING HEREIN SHALL NOT BE

DUPLICATED, DISCLOSED OR OTHERWISEUSED WITHOUT THE WRITTEN CONSENT OF

MOA ARCHITECTURE

Site

No:

049

00

3/2/

2015

9:3

8:57

AM

G-001

SHEET INDEX,PROJECT

DIRECTORY

CA

MP

BE

LL

ES

GE

NE

RA

L U

PG

RA

DE

S

CC

03.02.15

14135.00

6500

Oak

Str

eet,

Arv

ada,

Col

orad

o 80

004

CONSTRUCTION DOCUMENTS

KS

GENERALG-001 SHEET INDEX, PROJECT DIRECTORY

ARCHITECTURALAS-101 ARCHITECTURAL SITE PLAN

A-100 CAMPBELL ES - FIRST FLOOR PLAN - J SCOPE

A-101 CAMPBELL ES - FIRST FLOOR PLAN - 15M SCOPE

A-501 DETAILS

MECHANICALM-001 MECHANICAL LEGENDS AND SCHEDULES

MD-100 MECHANICAL FIRST FLOOR DEMOLITION PLAN

MD-110 MECHANICAL ROOF AND MEZZANINE DEMOLITION PLAN

M-100 MECHAINICAL FIRST FLOOR PLAN

M-110 MECHANICAL ROOF AND MEZZANINE PLAN

M-200 MECHANICAL DETAILS

ELECTRICALE-001 GENERAL CONSTRUCTION NOTES AND LEGENDS

E-100 ELECTRICAL SITE PLAN

E-200 ELECTRICAL PLAN - AREA A

E-210 ELECTRICAL PLANS - AREAS B, C, AND MEZZANINE

E-300 ELECTRICAL ONE- LINE AND PANEL SCHEDULES

E-400 ELECTRICAL SCHEDULES AND DETAILS

Sheet IndexTerms and Abbreviations

Project Directory

Contractor:

.

TBD

.

.

.

.

Architect:

MOA ARCHITECTURE

821 17th Street, Suite 400Denver, CO 80202V: 303.308.1190

F: 303.308.1197Contact: Kevin Sullivan

Architect's Consultants: Owner:Mechanical Engineer: Electrical Engineer:

Envision Mechanical Engineers

9777 Pyramid Court, Suite 120Englewood, Colorado 80112V: 303.688.0223F: 303.688.3584Contact: Jerry Bivens

1140 38th Avenue, Unit 1Greeley, Colorado 80634V: 970.330.3266Contact: Waylon Cash

RJ McNutt & Associates 809 Quail Street, Building No. 4Lakewood, Colorado 80215V: 303.982.2584F: 303.982.2400Contact: Doug Cooper

Jeffco Public Schools

Vicinity MapReference SymbolsMaterial Symbols

Elevation Numbers

Sheet NumberELEVATION INDICATOR:

Section NumberSheet Number

PARTIAL SECTION:

Section NumberSheet Number

DETAIL INDICATOR:

Section NumberSheet NumberBUILDING SECTION:

Section NumberSheet Number

SECTION DETAIL:

DOOR OPENING:

210A

SYSTEM NOTE:

KEYNOTE INDICATOR:

WALL PANEL CENTERLINE:

REVISION:

ELEVATION MARK:

DRAWING BLOCK:

WINDOW LOUVER TYPE:

Sheet Number

Elevation Number

Single View

Multiple View

DRAWING BLOCK TITLE

DRAWING SCALE2

CROSS REFERENCE

1

1

2

WALL PANEL TYPE:

NORTH INDICATOR:

P*

LEVEL DESCRIPTORELEVATION HEIGHT

ACCESSORY / EQUIPMENT INDICATOR:

Section NumberSheet Number

# L#

_#

#

#

2

F=FLOOR, P=PARTITIONW=WALL, C=CEILING, R=ROOF

GRAPHIC SCALE:

MATCHLINE: MATCHLINERE: ITEM NO. / SHEET NO.

TRUE

MATERIAL/FINISH INDICATOR: A-#Exterior

Interior

0 8020 40

TD TOWEL DISPENSER

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

THK THICK or THICKNESS

THRES THRESHOLD

TMPD TEMPERED

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPTN TOILET PARTITION

TR TOWEL RACK

TV TELEVISION

TYP TYPICAL

U

UBC UNIFORM BUILDING CODE

UFC UNIFORM FIRE CODE

UL UNDERWRITER'S LABORATORY

UMC UNIFORM MECHANICAL CODE

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UOS UNLESS OTHERWISE SPECIFIED

UPC UNIFORM PLUMBING CODE

UR URINAL

UTIL UTILITY

V

v WALL VENEER MATERIAL

VAC VACUUM

VAR VARIES

VB VAPOR BARRIER or VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VFW VINYL WOOD FLOORING

VIF VERIFY IN FIELD

VIN VINYL

VOC VOLATILE ORGANIC COMPOUND

VOL VOLUME

VSF VINYL SHEET FLOORING

VT VINYL TILE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W

W WEST

W/ WITH

W/O WITHOUT

WB WASTE BASKET or WOOD BASE

WC WALL COVERING or WATER CLOSET

WD WOOD or WOOD DOOR

WDW WINDOW

WF WIDE FLANGE

WH WEEP HOLE

WP WATERPROOF(ING), WATER PUMP,WEATHERPROOF or WORKING POINT

WR WATER REPELLANT or WEATHER RESISTANT

WSCT WAINSCOT

WT WEIGHT

WVFP WOOD VENEER FACED PANEL

WWF WELDED WIRE FABRIC

RFS RESILIENT FLOORING SYSTEM

RH RELATIVE HUMIDITY, RIGHT HAND or ROOFHATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RM ROOM

RO ROUGH OPENING

ROW RIGHT-OF-WAY

RSF RUBBER SHEET FLOORING

RST STAIR TREADS & ACCESSORIES

RT RIGHT / RUBBER TILE

RTU ROOFTOP UNIT

RUFS RESILIENT URETHANE FLOORING SYSTEM

RWC RAIN WATER CONDUCTOR

S

S SOUTH

SA SUPPLY AIR

SAB SOUND ATTENUATION BATT

SAN SANITARY

SC SOLID CORE / SHADING COEFFICIENT / SEALEDCONC

SCD SEAT COVER DISPENSER

SCF STATIC CONTROL FLOORING

SCHED SCHEDULE

SCPT CARPET - STRETCHED - IN

SD SOAP DISPENSER or SMOKE DETECTOR

SECT SECTION

SF SQUARE FOOT (FEET)

SG SAFETY GLAZING

SH SHELF or SINGLE HUNG

SHT SHEET

SHTHG SHEATHING

SHWR SHOWER

SIM SIMILAR

SJ SCORED JOINT or SLIP JOINT

SK SKETCH

SM SHEET METAL

SMACNA SHEET METAL and AIR CONDITIONINGCONTRACTOR'S NATIONAL ASSOCIATION

SMV STONE MASONRY VENEER

SPEC SPECIFICATION(S)

SPF SHAFT PRESSURIZATION FAN

SPKLR SPRINKLER

SQ SQUARE

SR SINK RECEPTACLE

SS SOLID SURFACING

SST STAINLESS STEEL

ST SLATE TILE

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURE or STRUCTURAL

SUSP SUSPEND(ED)

SV SHEET VINYL

SYMM SYMMETRICAL

SYS SYSTEM

T

T TREAD / STONE TILE

t THERMAL INSULATION IN WALL ASSEMBLY

T&G TONGUE AND GROOVE

TB THERMAL BATT INSULATION / TOWEL BAR

TCPT CARPET TILE

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NFRC NATIONAL FENESTRATION RATING COUNCIL

NIBS NATIONAL INSTITUTE of BUILDING SCIENCES

NIC NOT IN CONTRACT

NIST NATIONAL INSTITUTE of STANDARDS andTECHNOLOGY

NO NUMBER

NOM NOMINAL

NR NON-RATED

NRC NOISE REDUCTION COEFFICIENT

NSF NATIONAL SANITATION FOUNDATION

NTS NOT TO SCALE

O

O2 OXYGEN

O/O OUT-TO-OUT

OA OVERALL

OC ON-CENTER

OD OUTSIDE DIAMETER, OUTSIDE DIMENSION orOVERFLOW DRAIN

OFF OFFICE

OH DR OVERHEAD DOOR

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

OSHA OCCUPATIONAL SAFETY and HEALTHADMINISTRATION

P

PA PUBLIC ADDRESS

PAC PRECAST ARCHITECTURAL CONCRETE

PB PAINTED BASE, PANEL BOARD, PANIC BAR, PULLBOX or PUSH-BUTTON

PCS POLISHED CONCRETE SYSTEM

PED PEDESTAL or PEDESTRIAN

PERF PERFORATED

PERIM PERIMETER

PF PREFINISHED

PL PLATE or PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER or PLASTIC

PLYWD PLYWOOD

PMT PORCELIN MOSAIC TILE

PN PART NUMBER

PNL PANEL

PNTD PAINTED

PR PAIR or PROPOSAL REQUEST

PREFAB PREFABRICATED

PROJ PROJECT

PS PULL STATION

PSC PRECAST STRUCTURAL CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT(ED), POST-TENSIONED SLAB or PRESSURETREATED

PT PRESERVATIVE TREATED

PTE PAINT EXTERIOR

PTI PAINT INTERIOR

PTN PARTITION

PV PAVEMENT or PHOTOVOLTAIC

PVT PAVER TILE

PWR POWER

Q

QA QUALITY ASSURANCE

QT QUARRY TILE

QTY QUANTITY

R

R RADIUS, RISER or THERMAL RESISTANCE

RA RETURN AIR

RAF RUBBER ATHLETIC FLOORING

RAFS RESILIENT ATHLETIC FLOORING SYSTEM

RB RESILIENT BASE or RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN or ROAD

RE REFER TO or REFERENCE

REBAR STEEL REINFORCING BARS

REC RECESS(ED)

REF REFRIGERATOR or REFRIGERATED

REFL REFLECTED

REINF REINFORCED

REQD REQUIRED

RESIL RESILIENT

REV REVISE, REVISED or REVISION

RFG ROOFING

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

HD HEAVY-DUTY

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HVAC HEATING, VENTILATION and AIR CONDITIONING

HW HOT WATER

I

IBC INTERNATIONAL BUILDING CODE or INSTALLEDBY CONTRACTOR

ID IDENTIFICATION, INSIDE DIAMETER or INSIDEDIMENSION

IGU INSULATING GLASS UNIT [SEALED]

IN INCH

INFO INFORMATION

INSUL INSULATED or INSULATION

INT INTERIOR

INV INVERT

ISS INTEGRATED CEILING SYSTEM

J

JAN JANITOR

JT JOINT

K

KCU KITCHEN CONDENSING UNIT

KD KNOCKED DOWN

KEF KITCHEN EXHAUST FAN

KIT KITCHEN

KO KNOCKOUT

KPL KICK PLATE

L

L ANGLE

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LBL LABEL

LCS LUMINOUS CEILING SYSTEM

LF LINEAR FEET / LINOLEUM FLOORING

LH LEFT HAND

LHR LEFT HAND REVERSE

LIB LIBRARY

LKR LOCKER

LL LEAD-LINED or LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMCS LINEAR METAL CEILING SYSTEM

LR LIVING ROOM

LT LIGHT / LIMESTONE TILE

LTL LINTEL

LVR LOUVER

LWC LIGHT WEIGHT CONCRETE

LYR LAYER

M

MACH MACHINE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MBR MASTER BEDROOM

MCM METAL COMPOSITE MATERIAL PANEL

MD METAL DECK

MECH MECHANICAL

MEMB MEMBRANE

MEP MECHANICAL, ELECTRICAL and PLUMBING

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MP METAL PANEL

MSFS MODULAR SPORT FLOORING SYSTEM

MT MARBLE TILE

MTD MOUNTED

MTL METAL

MTLR METAL - RESIDENTIAL

MULL MULLION

N

N NORTH

NA NOT APPLICABLE

NC NOISE CRITERIA

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERSASSOCIATION

ENCL ENCLOSURE

ENGR ENGINEER

EOS EDGE OF SLAB

EPA ENVIRONMENTAL PROTECTION AGENCY

EPDM ETHYLENE PROPYLENE DIENE MONOMER (roofing)

EPS EXPANDED POLYSTYRENE (insulation board)

EQ EQUAL

EQUIP EQUIPMENT

ESMT EASEMENT

ETC ET CETERA (and so forth)

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPAND, EXPANDED or EXPANSION

EXPS EXPOSED STRUCTURE

EXT EXTERIOR or EXTINGUISHER

F

F FARENHEIT

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FAFS FLUID APPLIED FLOORING SYSTEM

FAR FLOOR AREA RATIO

FAS FASCIA or FASTEN(ER)

FBO FURNITURE BY OWNER or FURNISHED BY OWNER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FURNITURE, FIXTURES AND EQUIPMENT

FFL FINISHED FLOOR LINE

FG FIBERGLASS

FHC FIRE HOSE CABINET

FHS FIRE HOSE STATION

FIN FINISH(ED)

FIXT FIXTURE

FL FLOOR LINE

FLASH FLASHING

FLR FLOOR

FLUOR FLUORESCENT

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FR FIRE RATING, FIRE RESISTIVE, FIRE RESISTANT orFRAME

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBER-REINFORCED POLYESTER orFIBERGLASS-REINFORCED PLASTIC

FRT FIRE RETARDENT TREATED

FT FEET, FOOT or FIRE TREATED

FTG FOOTING

FURN FURNACE, FURNISH or FURNITURE

FURR FURRING

FUT FUTURE

FW FIRE WALL

FWC FABRIC WALL COVERING

FWD FLUSH WOOD DOOR

FWP FABRIC WRAPPED PANEL

G

GA GAUGE or GYPSUM ASSOCIATION

GALV GLAVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GCMU GLAZED CONCRETE MASONRY UNIT(S)

GCPT CARPET - DIRECT-GLUED

GD GRADE

GFRC GLASS-FIBER-REINFORCED CONCRETE

GFRG GLASS-FIBER-REINFORCED GYPSUM

GFRP GLASS-FIBER-REINFORCED PLASTER or PLASTIC

GL GLASS or GLAZING

GLU-LAM GLUED-LAMINATED WOOD

GLZ GLAZING

GMP GUARANTEED MAXIMUM PRICE

GND GROUND

GRF GROUT RUB FINISH

GS GALVANIZED STEEL

GT GRANITE TILE

GWT GLAZED WALL TILE

GYM GYMNASIUM

GYP GYPSUM

GYP BD GYPSUM BOARD

H

HB HOSE BIBB

HC HANDICAP, HOLLOW CORE or HOSE CABINET

CD CONSTRUCTION DOCUMENTS or CONTRACTDOCUMENTS

CEM CEMENT or CEMENTITIOUS

CER CERAMIC

CERT CERTIFY or CERTIFICATE

CF CURTAIN FABRIC

CG CORNER GUARD

CHBD CHALKBOARD

CI CAST IRON

CIP CAST-IN-PLACE (CONCRETE)

CJ CONTROL JOINT - CONCRETE (CMU)

CL CENTERLINE

CLG CEILING

CLK CAULK(ED/ING)

CLL CONTRACT LIMIT LINE

CLO CLOSET

CLR CLEAR

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CARBON MONOXIDE, CASED OPENING,CERTIFICATE of OCCUPANCY, CHANGE ORDER,CLEANOUT, COMPANY or CUTOUT

COAX COAXIAL CABLE

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONF CONFERENCE

CONN CONNECT(ION)

CONSTCONST

CONSTRUCTION

CONT CONTINUE, CONTINUOUS or CONTROLLER

CONTR CONTRACT(OR)

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPPS CONCRETE PEDESTAL PAVER SYSTEM

CPT CARPET

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSK COUNTERSINK or COUNTERSUNK

CSMT CASEMENT

CSS CLINICAL SERVICE SINK

CSWK CASEWORK

CT CERAMIC TILE or COUNT

CTB CERAMIC TILE BASE

CTR CENTER

CTRL CONTROL

CU CUBIC

CW CLOCKWISE

D

D DATA, DEEP, DEPTH, DRAIN or PENNY (nail)

dB DECIBEL

DBL DOUBLE

DEG DEGREE(S)

DEMO DEMOLISH or DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE-HUNG

DIA DIAMETER

DIAG DIAGONAL or DIAGRAM

DIFF DIFFERENCE, DIFFERENTIAL or DIFFUSER

DIM DIMENSION or DIMENSIONAL

DISP DISPENSER

DIST DISTANCE

DIV DIVIDE or DIVISION

DN DOWN

DOC DOCUMENT

DR DINING ROOM, DOOR, DRAIN or DRIVE

DS DOWNSPOUT

DT DRAIN TILE

DW DISHWASHER

DWG DRAWING

DWR DRAWER

E

E EAST

EA EACH

ED EXHAUST DUCT

EF EXHAUST FAN

EFG ENTRANCE FLOOR GRATE / GRILLE

EIFS EXTERIOR INSULATION and FINISHING SYSTEM

EJ EXPANSION JOINT - FACE BRICK

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EM ENTRANCE MAT

EMER EMERGENCY

A

a ACOUSTIC WALL ASSEMBLY

AB ANCHOR BOLT

AC AIR CONDITION(ER/ING)

ACI AMERICAN CONCRETE INSTITUTE

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADDM ADDENDUM

ADJ ADJACENT, ADJUSTABLE or ADJOINING

AESS ARCHITECTURAL EXPOSED STRUCTURAL STEEL

AFF ABOVE FINISHED FLOOR

AFS ACCESS FLOOR SYSTEM

AGC ASSOCIATED GENERAL CONTRACTORS

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE of ARCHITECTS

AISC AMERICAN INSTITUTE of STEEL CONSTRUCTION

ALT ALTERNATE

ALUM, AL ALUMINUM

ANN ANNUNCIATOR

ANOD ANODIZED

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APA AMERICAN PLYWOOD ASSOCIATION

APCS ACRYLIC PLASTER CEILING SYSTEM

APPD APPROVED

APPROX APPROXIMATE(LY)

APS ACOUSTICAL PANEL SYSTEM

APT APARTMENT

ARCH ARCHITECT or ARCHITECTURAL

ASCE AMERICAN SOCIETY of CIVIL ENGINEERS

ASHRAE AMERICAN SOCIETY of HEATING, REFRIGERATIONand AIR CONDITIONING ENGINEERS

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS

ASID AMERICAN SOCIETY of INTERIOR DESIGNERS

ASME AMERICAN SOCIETY of MECHANICAL ENGINEERS

ASPH ASPHALT

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY for TESTING and MATERIALS

ATM AUTOMATIC TELLER MACHINE

ATTN ATTENTION

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO / VISUAL

AW ARCHITECTURAL WOODWORK

AWG AMERICAN WIRE GAUGE

AWI ARCHITECTURAL WOODWORKING INSTITUTE

AWPA AMERICAN WOOD PRESERVERS ASSOCATION

AWPS ACOUSTICAL WALL PANEL SYSTEM

AWS AMERICAN WELDING SOCIETY

B

B/B BACK-TO-BACK

BB BAMBOO

BD BOARD

BDRY BOUNDARY

BEJ BUILDING EXPANSION JOINT

BIA BRICK INSTITUTE of AMERICA

BITUM BITUMINOUS

BKT BRACKET

BLDG BUILDING

BLKG BLOCKING

BLT BORROWED LIGHT

BLVD BOULEVARD

BM BEAM or BENCH MARK

BNG BEARING

BO BY OWNER

BOF BY OWNER, FUTURE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BR BEDROOM

BRG BEARNING

BRS BULLET-RESISTANT STEEL

BSMT BASEMENT

BUR BUILT-UP ROOFING

C

C CHANNEL or CELSIUS

CAB CABINET

CATV COMMUNITY ANTENNA (cable) TELEVISION

CB CARRIAGE BOLT, CATCH BASIN, CEMENT BASE,CERAMIC BASE or CORNER BEAD

CBB CEMENTITIOUS BACKER BOARD

CCD CONTRACT CHANGE DIRECTIVE

CCJ CONSTRUCTION JOINT (COLD JOINT)

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTER-CLOCKWISE

MARK DESCRIPTION DATE

Code Summary

TYPE OF CONSTRUCTION: II-NBUILDING OCCUPANCY: ENUMBER OF STORIES: 1BUILDING AREA: 43,285 SF

FIRE ALARM AND SECURITYFA-000 FIRE ALARM SYSTEM INFORMATION

FA-001 FIRE ALARM SYSTEM CONCEPTUAL ONE-LINE DIAGRAM

FA-002 SECURITY INTERFACE DETAIL

FA-003 EXISTING FIRE ALARM SYSTEM INFORMATION

FA-100 FIRE ALARM DEMOLITION COMPLETE VIEW

FA-101 SECURITY DEMOLITION COMPLETE VIEW

FA-102 SECURITY PLAN - NEW COMPLETE VIEW

FA-103 FIRE ALARM PLAN - NEW COMPLETE VIEW

FA-200 FIRE ALARM PLAN - NEW AREA A

FA-210 FIRE ALAM PLAN - NEW AREAS B, C, AND MEZZANINE

Page 3: OF CAMPBELL ES GENERAL UPGRADES - Himmelman · PDF filecampbell es general upgrades 6500 oak street, arvada, ... moa architecture s i t e n o: n north 0 4 9 0 ... df drinking fountain

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x x

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x

x

x

x

x

x

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x

x

x

x x

x

ELEC

ELEC

ELEC

PED.

TEL.

OAK STREET

PARKING LOT

NORTH

CAMPBELL ELEMENTARY SCHOOL

6500 OAK STREET

PARKING LOT

SOUTH

WE

ST

. 64T

H P

LA

CE

AS1

AS2

AS3

AS3 AS4

AS3

AS1

AS4

AS4

AS4

AS1

AS1

AS4

AS5

AS5

AS6

AS6

AS6

AS6

AS6

AS6

AS6

AS6

AS1

AS4

AS1

Date

Drawn By

Checked By:

Project Number

Sheet Name

Copyright:

ALL DRAWN AND WRITTEN INFORMATIONAPPEARING HEREIN SHALL NOT BE

DUPLICATED, DISCLOSED OR OTHERWISEUSED WITHOUT THE WRITTEN CONSENT OF

MOA ARCHITECTURE

Site

No:

049

00

3/2/

2015

9:3

8:57

AM

AS-101

ARCHITECTURALSITE PLAN

CA

MP

BE

LL

ES

GE

NE

RA

L U

PG

RA

DE

S

Author

03.02.15

14135.00

6500

Oak

Str

eet,

Arv

ada,

Col

orad

o 80

004

CONSTRUCTION DOCUMENTS

Checker

SHEET SPECIFIC GENERAL INFORMATION AND/OR INSTRUCTION

GENERAL SHEET NOTES

1 THIS ACHITECTURAL SITE PLAN IS FOR REFERENCE ONLY.REFER TO ELECTRICAL DRAWINGS FOR LIGHTING, CONDUIT, AND DETAILS.

PLAN NORTH

NUMBERING IS GROUPED BY TYPE / PHASE OF WORKSHEET OF NON-ARCHITECTURALITEMS OR INFORMATIONAL / INSTRUCTIONAL NOTATION.SOME NUMBERS MAY BE SKIPPED ON ANY GIVEN DRAWING SHEET.

SHEET KEYNOTES

AS1 EXCAVATE TRENCH FOR UNDERGROUND ELECTRICAL CONDUITINSTALLATION, 3'-0" DEPTH. RESTORE DISTURBED AREA TO ORIGINALCONDITION.

AS2 EXCAVATE TRENCH FOR UNDERGROUND ELECTRICAL CONDUITINSTALLATION, 3'-0" DEPTH. SAWCUT EXISTING PAVEMENT SURFACE AMINIMUM OF 12 INCHES BEYOND TRENCH WIDTH ON EACH SIDE OF TRENCH;REMOVE AND DISPOSE OF EXISTING SURFACE COURSE AND AGGREGATE,LEAVING A 12" WIDE UNDISTURBED LIP ON EACH SIDE OF TRENCH. BACKFILLAND COMPACT TO 95 PERCENT OF MAXIMUM DRY UNIT WEIGHT INACCORDANCE WITH ASTM D 698.

AS3 PATCH ASPHALT AS REQUIRED. HOT MIX ASPHALT PAVEMENT: SAW CUTPERIMETER OF PATCH AND EXCAVATE EXISTING PAVEMENT SECTION INTOSOUND BASE. EXCAVATE RECTANGULAR OR TRAPEZOIDAL PATCHES,EXTENDING 12 INCHES INTO ADJACENT SOUND PAVEMENT. CUT EXCAVATIONFACES VERTICALLY. REMOVE EXCAVATED MATERIAL. RECOMPACT EXISTINGUNBOUND-AGGREGATE BASE COURSE TO FORM NEW SUBGRADE. TACKCOAT: APPLY UNIFORMLY TO VERTICAL SURFACES ABUTING NEW HOT-MIXASPHALT PAVING AT A RATE OF 0.05 TO 0.2 GAL./SQ. YD. ALLOW TACK COATTO CURE UNDISTURBED BEFORE APPLYING HOT-MIX ASPHALT PAVING. AVOIDSMEARING OR STAINING ADJOINING SURFACES. REMOVE SPILLAGES ANDCLEAN AFFECTED SURFACES. PATCHING: PARTIALLY FILL EXCAVATEDPAVEMENTS WITH HOT-MIX ASPHALT BASE MIX AND, WHILE STILL HOT,COMPACT. COVER ASPHALT BASE COURSE WITH COMPACTED, HOT-MIXSURFACE LAYER FINISHED FLUSH WITH ADJACENT SURFACES.

AS4 PROVIDE 2" PVC SLEEVES BELOW EXISTING WALK FOR ELECTRICALCOUNDUIT ROUTING.

AS5 RESTORE DISTURBED AREA TO ORIGINAL CONDITION.

AS6 SITE LIGHT FIXTURE, RE: ELEC.

MARK DESCRIPTION DATE

1" = 30'-0"

ARCHITECTURAL SITE PLAN1

ALL WORK THIS DRAWING

JEFFCO PROJECT ID #J04900U01

UNLESS OTHERWISE NOTED

Page 4: OF CAMPBELL ES GENERAL UPGRADES - Himmelman · PDF filecampbell es general upgrades 6500 oak street, arvada, ... moa architecture s i t e n o: n north 0 4 9 0 ... df drinking fountain

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STOREFRONTS, CURTAINWALLS, WINDOWS, AND LOUVERS (PREFIXED WITH 'L')G1 - 1" LOW E INSULATED GLAZINGMP - 1" INFILL METAL PANEL

DOOR OPENING / BORROWED LIGHT

SYSTEM ASSEMBLY TYPE: FLOORS, WALLS, CEILINGS, AND ROOFS

FLOOR PLAN: TAG IDENTIFIERS

101-

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A B C D E

VERIFY, MATCH EXISTING FRAME DIMENSIONS AS APPLICABLE

110Date

Drawn By

Checked By:

Project Number

Sheet Name

Copyright:

ALL DRAWN AND WRITTEN INFORMATIONAPPEARING HEREIN SHALL NOT BE

DUPLICATED, DISCLOSED OR OTHERWISEUSED WITHOUT THE WRITTEN CONSENT OF

MOA ARCHITECTURE

Site

No:

049

00

3/2/

2015

9:3

8:54

AM

A-100

CAMPBELL ES -FIRST FLOOR

PLAN - J SCOPE

CA

MP

BE

LL

ES

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NE

RA

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RA

DE

S

CC

03.02.15

14135.00

6500

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Arv

ada,

Col

orad

o 80

004

CONSTRUCTION DOCUMENTS

KS

NUMBERING IS GROUPED BY TYPE / PHASE OF WORKSHEET OF NON-ARCHITECTURALITEMS OR INFORMATIONAL / INSTRUCTIONAL NOTATION.SOME NUMBERS MAY BE SKIPPED ON ANY GIVEN DRAWING SHEET.

SHEET KEYNOTES

101 ASBESTOS CONTRACTOR TO REMOVE EXISTING DOORS AND FRAME. PROVIDENEW HOLLOW METAL DOORS AND FRAME. PATCH AND PAINT AT HEADS ANDJAMBS.

102 ASBESTOS CONTRACTOR TO REMOVE EXISTING ALUMINUM WINDOW SYSTEM.PROVIDE NEW ALUMINUM FRAME AND INSULATED GLAZING. PATCH AND PAINT ATHEADS AND JAMBS.

103 REMOVE EXISTING CARD READER AND RE-INSTALL INS SAME LOCATION, BOTHINTERIOR AND EXTERIOR.

104 REMOVE EXISTING WINDOW COVERING, PROVIDE 12 2113.01 HORIZONTAL LOUVERBLIND AT EACH WINDOW UNIT

105 ALTERNATE NO. A-1 - PROVIDE 09 5100.01 ACOUSTICAL CEILING TILE SYSTEM, 2'-0"WIDE ALONG WINDOW WALL

106 REMOVE EXISTING ACOUSTIC CEILING TILE SYSTEM AS REQUIRED FOR ACCESS TOEXISTING OPENING IN MEZZANINE FLOOR ABOVE. PROVIDE 09 5100.01 ACOUSTICALCEILING TILE SYTEM

107 REMOVE EXISTING ADA OPERATOR AND RE-INSTALL IN SAME LOCATION

108 REMOVE EXISTING INTERIOR QUARRY SILL ALL ALONG WINDOW OPENING,PROVIDE 06 6100.01 SIMULATED STONE FABRICATION.

109 PATCH AND REPAIR EXISTING WALL AS REQUIRED WHERE EXISTING WALLMOUNTED LIGHT FIXTURES ARE REPLACED, RE: ELEC.

110 REMOVE EXISTING COVER OVER FLOOR OPENING, PROTECT FORREINSTALLATION.

1/16" = 1'-0"

CAMPBELL ELEMENTARY SCHOOL - FIRST FLOOR PLAN - J SCOPE1

DOOR AND FRAME SCHEDULE

DOOR FRAME HARDWARE

NOTESMARK PAIR

SIZE

MATL EL GLZ

DETAIL MATL EL GLZ SET NOW HT THK HEAD JAMB SILL

101-A PAIR 6' - 0" 7' - 0" 1 3/4" HM/GL E2 G1 12 / A-501 12 / A-501 13 / A-501 HM A G1 / MP 205

101-B PAIR 6' - 0" 7' - 0" 1 3/4" HM/GL E2 G1 12 / A-501 12 / A-501 13 / A-501 HM A G1 / MP 200

102 3' - 0" 7' - 0" 1 3/4" HM/GL G G1 4 / A-501 7&12 / A-501 HM I MP 210

103 3' - 0" 7' - 0" 1 3/4" HM/GL G G1 4 / A-501 7&12 / A-501 HM I MP 210

104 3' - 0" 7' - 0" 1 3/4" HM/GL G G1 4 / A-501 7&12 / A-501 HM I MP 210

105 PAIR 6' - 0" 7' - 0" 1 3/4" HM/GL E2 G1 12 / A-501 11 / A-501 13 / A-501 HM G G1 / MP 200.1

106 3' - 0" 7' - 0" 1 3/4" HM/GL G G1 4 / A-501 7&12 / A-501 HM I MP 210

107 3' - 0" 7' - 0" 1 3/4" HM/GL G G1 4 / A-501 7&12 / A-501 HM I MP 210

108 3' - 0" 7' - 0" 1 3/4" HM/GL G G1 4 / A-501 7&12 / A-501 HM I MP 210

109 3' - 0" 7' - 0" 1 3/4" HM/GL G G1 4 / A-501 7&12 / A-501 HM I MP 210

110 3' - 0" 7' - 0" 1 3/4" HM/GL G G1 4 / A-501 7&12 / A-501 HM I MP 210

111 3' - 0" 7' - 0" 1 3/4" HM/GL G G1 4 / A-501 7&12 / A-501 HM I MP 210

112 PAIR 6' - 0" 7' - 0" 1 3/4" HM/GL E2 G1 12 / A-501 11 / A-501 13 / A-501 HM G G1 / MP 200.1

113 3' - 0" 7' - 0" 1 3/4" HM/GL G G1 4 / A-501 7&12 / A-501 HM I MP 210

114 3' - 0" 7' - 0" 1 3/4" HM/GL G G1 4 / A-501 7&12 / A-501 HM I MP 210

115 3' - 0" 7' - 0" 1 3/4" HM/GL G G1 4 / A-501 7&12 / A-501 HM I MP 220

116 3' - 0" 7' - 0" 1 3/4" HM/GL G G1 12 / A-501 12 / A-501 HM H 210

117 3' - 0" 7' - 0" 1 3/4" HM/GL G G1 4 / A-501 7&12 / A-501 HM I MP 210

118 3' - 0" 7' - 0" 1 3/4" HM/GL G G1 4 / A-501 7&12 / A-501 HM I MP 210

119 3' - 0" 7' - 0" 1 3/4" HM/GL G G1 4 / A-501 7&12 / A-501 HM I MP 210

120 PAIR 6' - 0" 7' - 0" 1 3/4" HM/GL E2 G1 12 / A-501 11 / A-501 13 / A-501 HM G G1 / MP 200.1

121 3' - 0" 7' - 0" 1 3/4" HM/GL G G1 4 / A-501 7&12 / A-501 HM I MP 210

122 3' - 0" 7' - 0" 1 3/4" HM/GL G G1 4 / A-501 7&12 / A-501 HM I MP 210

123 3' - 0" 7' - 0" 1 3/4" HM/GL G G1 4 / A-501 7&12 / A-501 HM I MP 210

124 PAIR 3' - 0" 6' - 8" 1 3/4" HM F 12 / A-501 12 / A-501 HM J 215

125 3' - 0" 6' - 8" 1 3/4" F 12 / A-501 12 / A-501 J 200.2 2'-0" LEAF AND 3'-0" LEAF

126 3' - 0" 7' - 0" 1 3/4" HM/GL G G1 4 / A-501 7&12 / A-501 HM I MP 210

1/4" = 1'-0"

HOLLOW METAL FRAME TYPES4

PLAN NORTH

1/4" = 1'-0"

DOOR TYPES3

SHEET SPECIFIC GENERAL INFORMATION AND/OR INSTRUCTION

GENERAL SHEET NOTES1 DRAWINGS ARE SCHEMATIC REPRESENTATION ONLY. CONTRACTOR RESPONSIBLE

FOR VERIFYING ALL EXSITING CONDITIONS AND TO FIELD MEASURE ALL DIMENSIONS.THIS 'DRAWING' IS A DOCUMENT PREPARED FROM AND BASED UPON INFORMATIONPROVIDED BY OTHERS. MOA ARCHITECTURE HAS NOT VERIFIED AND CANNOTWARRANT THE ACCURACY OF THIS INFORMATION. USERS ARE CAUTIONED TO VERIFYINFORMATION CONTAINED HEREIN PRIOR TO RELIANCE UPON IT.

2 THIS PROJECT DOES NOT CHANGE STRUCTURAL SYSTEMS, OCCUPANCYCLASSIFICATIONS, LIFE SAFETY OR TYPES OF CONSTRUCTION.

3 CONTRACTOR RESPONSIBLE FOR PROTECTING EXISTING FINISHES IN ALL AREAS OFCONSTRUCTION.

4 CONTRACTOR TO NOTIFY OWNER / ARCHITECT OF ANY EQUIPMENT ORUNDOCUMENTED ITEMS ENCOUNTERED DURING CONSTRUCTION.

5 CONTRACTOR RESPONSIBLE FOR PROVIDING ALL LABOR, EQUIPMENT AND SERVICESTO PROPERLY EXECUTE THE DEMOLITION AND REMOVAL WORK INDICATED ON THESECONSTRUCTION DOCUMENTS.

6 ALL DEMOLITION WORK SHALL BE PERFORMED WITH MINIMUM DAMAGE TO THEEXISTING WORK TO REMAIN. IT SHALL BE RECOGNIZED THAT THE UTMOST CARE BETAKEN WHILE PERFORMING THE DEMOLITION WORK. PROVIDE BARACADES ASREQUIRED TO PROTECT THE PUBLIC.

7 PROVISIONS SHALL BE MADE TO ALLEVIATE THE SPREAD OF DEBRIS, DIRT, AND DUST.THE PROPOERTY SHALL BE KEPT CLEAN AS POSSIBLE AT ALL TIMES. ANY ASBESTOSREMOVAL SHALL BE DONE PRIOR TO ANY DEMOLITION WORK. THIS WORK SHALL BEDONE BY A LICENSED ABATEMENT COMPANY.

8 ALL DEBRIS AND MATERIALS FROM THE BUILDING SHALL BE DISPOSED OF OFF SITE INA LEGAL MANOR. NO RECLAIMED LUMBER OR MATERIALS SHALL BE REUSED EXCEPTAS SPECIFICALLY APPROVED BY ARCHITECT.

9 WHERE DEMOLITION AND CUTTING WORK HAS OCCURED OR WHERE EXISTINGSURFACES, MATERIALS OR OTHER ITEMS HAVE BEEN DAMEAGED OR DISTURBED ASA RESULT OF THIS CONTRACT, THE SAID SURFACES AND AREAS SHALL BECAREFULLY CLOSED-UP, PATCHED AND FINISHED AND OR RESTORED AS REQUIREDTO BE CONTIGUOUS TO EXISTING SURROUNDING SURFACES.

10 DO NOT REMOVE ANY STRUCTURAL COLUMNS, WALLS OR SUPPORTS. CAREFULLYREMOVE INTERIOR PARTIONS ONLY. IF THERE IS A CONCERN WHETHER AN INTERIORWALL IS 'BEARING', CONTACT ARCHITECT IMMEDIATELY TO SCHEDULE AVERIFICATION TIME.

11 WHERE ELECTRCIAL NEEDS TO BE ABANDONED, REMOVE WIRE FROM OUTLEY ALLTHE WAY BACK TO THE ELECTRICAL PANEL / SOURCE. ALL WORK SHALL BEPERFORMED BY LICENSED ELECTRICIAN.

12 ABBREVIATIONS: REFERENCED FROM THE CONSTRUCTION SPECIFICATIONSINSTITUTES UNIFORM DRAWING SYSTEM TERMS AND ABBREVIATIONS MODULE.REFER TO SHEET INDEX G-001.

13 DIMENSION TICK MARKS ARE SHON AS SOLID DOT MARKS FOR GRIDS, CL MARKS FOROBJECT CENTERLINES, AND DIAGONAL TICK MARKS TO FACE OF OBJECTS.

14 WIND LOAD CRITERIA, BASIC WIND SPEED (3 SECOND GUST ASD LEVEL) = 105 MPH,EXPOSURE = C, OCCUPANCY CATEGORY III, IMPORTANCE FACTOR 1.15, INTERNALPRESSURE COEFFICIENT +.018, COMPONENTS AND CLADDING DESIGN WINDPRESSURE (WALLS AT DISCONTINUITY, 10 SF) = 37.6 PSF (WALLS NOT ATDISCONTINUITY, 10 SF) = 30.5 PSF

3" = 1'-0"

HOLLOW METAL FRAME TYPES2

MARK DESCRIPTION DATE

PAIR HM HM

1/16" = 1'-0"

CAMPBELL ELEMENTARY SCHOOL - MEZZANINE PLAN5

PLAN NORTH

ALL WORK THIS DRAWINGALTERNATE NO. J: A-1NEW EXTERIOR HOLLOW METALDOORS, FRAME AND HARDWARE

ALL WORK THIS DRAWINGJEFFCO PROJECT ID #J04900U01UNLESS OTHERWISE NOTED

Page 5: OF CAMPBELL ES GENERAL UPGRADES - Himmelman · PDF filecampbell es general upgrades 6500 oak street, arvada, ... moa architecture s i t e n o: n north 0 4 9 0 ... df drinking fountain

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EInt Circ

125Kitchen/Serving

125ASto

126Mech

107Art

AInt Circ

122Gym

123Student Dining

132Counselor

134Principal

135Lounge

131Recept

141Clinic

139Workroom

138Counselor

BInt Circ

142Library

144Conf

143Periodicals

163RR

147Processing

146MDF

145Processing

105Music

106Spec Ed

104Classroom

102Classroom

101Classroom

103Classroom

CInt Circ

161RR

137Sto

113Classroom

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111Classroom

110Classroom

109Resource

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109AResource

108Spec Ed

FInt Circ

124Sto

121Sto

120Sto

STOREFRONTS, CURTAINWALLS, WINDOWS, AND LOUVERS (PREFIXED WITH 'L')G1 - 1" LOW E INSULATED GLAZINGMP - 1" INFILL METAL PANEL

DOOR OPENING / BORROWED LIGHT

SYSTEM ASSEMBLY TYPE: FLOORS, WALLS, CEILINGS, AND ROOFS

FLOOR PLAN: TAG IDENTIFIERS

101-

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1

OPERABLE VENT SECTION

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BALUMINUM

G1

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5"

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ALTERNATE NO. 15M: A-107 4213.01 METAL WALL PANEL

G1G1G1G1

G1G1G1G1 G1

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ALIGN PANEL JOINT WITHCENTER OF MULLION

CALUMINUM

G1

EQ EQ EQ

10' - 0"

2' -

8"

1' -

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3' -

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ALTERNATE NO. 15M: A-107 4213.01 METAL WALL PANEL

G1 G1

G1 G1G1

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11"

104

__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _

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__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _

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6

__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _

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SIM

E

G1

G1

ALUMINUM

1' -

5"

3' -

11"

2' -

8"

8' -

0"

1' - 4"

104

__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _

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1

__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _

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__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _

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SIM

F

G1

ALUMINUM

G1

3' - 4"

3' -

11"

1' -

5"

2' -

8"

8' -

0"

104

__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _

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__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _

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__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _

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SIM

Date

Drawn By

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Project Number

Sheet Name

Copyright:

ALL DRAWN AND WRITTEN INFORMATIONAPPEARING HEREIN SHALL NOT BE

DUPLICATED, DISCLOSED OR OTHERWISEUSED WITHOUT THE WRITTEN CONSENT OF

MOA ARCHITECTURE

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CAMPBELL ES -FIRST FLOOR

PLAN - 15MSCOPE

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CONSTRUCTION DOCUMENTS

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NUMBERING IS GROUPED BY TYPE / PHASE OF WORKSHEET OF NON-ARCHITECTURALITEMS OR INFORMATIONAL / INSTRUCTIONAL NOTATION.SOME NUMBERS MAY BE SKIPPED ON ANY GIVEN DRAWING SHEET.

SHEET KEYNOTES

101 ASBESTOS CONTRACTOR TO REMOVE EXISTING DOORS AND FRAME. PROVIDENEW HOLLOW METAL DOORS AND FRAME. PATCH AND PAINT AT HEADS ANDJAMBS.

102 ASBESTOS CONTRACTOR TO REMOVE EXISTING ALUMINUM WINDOW SYSTEM.PROVIDE NEW ALUMINUM FRAME AND INSULATED GLAZING. PATCH AND PAINT ATHEADS AND JAMBS.

103 REMOVE EXISTING CARD READER AND RE-INSTALL INS SAME LOCATION, BOTHINTERIOR AND EXTERIOR.

104 REMOVE EXISTING WINDOW COVERING, PROVIDE 12 2113.01 HORIZONTAL LOUVERBLIND AT EACH WINDOW UNIT

105 ALTERNATE NO. A-1 - PROVIDE 09 5100.01 ACOUSTICAL CEILING TILE SYSTEM, 2'-0"WIDE ALONG WINDOW WALL

106 REMOVE EXISTING ACOUSTIC CEILING TILE SYSTEM AS REQUIRED FOR ACCESS TOEXISTING OPENING IN MEZZANINE FLOOR ABOVE. PROVIDE 09 5100.01 ACOUSTICALCEILING TILE SYTEM

107 REMOVE EXISTING ADA OPERATOR AND RE-INSTALL IN SAME LOCATION

108 REMOVE EXISTING INTERIOR QUARRY SILL ALL ALONG WINDOW OPENING,PROVIDE 06 6100.01 SIMULATED STONE FABRICATION.

109 PATCH AND REPAIR EXISTING WALL AS REQUIRED WHERE EXISTING WALLMOUNTED LIGHT FIXTURES ARE REPLACED, RE: ELEC.

110 REMOVE EXISTING COVER OVER FLOOR OPENING, PROTECT FORREINSTALLATION.

PLAN NORTH

MARK DESCRIPTION DATE

1/16" = 1'-0"

CAMPBELL ELEMENTARY SCHOOL - FIRST FLOOR PLAN - 15M SCOPE1

SHEET SPECIFIC GENERAL INFORMATION AND/OR INSTRUCTION

GENERAL SHEET NOTES1 DRAWINGS ARE SCHEMATIC REPRESENTATION ONLY. CONTRACTOR RESPONSIBLE

FOR VERIFYING ALL EXSITING CONDITIONS AND TO FIELD MEASURE ALL DIMENSIONS.THIS 'DRAWING' IS A DOCUMENT PREPARED FROM AND BASED UPON INFORMATIONPROVIDED BY OTHERS. MOA ARCHITECTURE HAS NOT VERIFIED AND CANNOTWARRANT THE ACCURACY OF THIS INFORMATION. USERS ARE CAUTIONED TO VERIFYINFORMATION CONTAINED HEREIN PRIOR TO RELIANCE UPON IT.

2 THIS PROJECT DOES NOT CHANGE STRUCTURAL SYSTEMS, OCCUPANCYCLASSIFICATIONS, LIFE SAFETY OR TYPES OF CONSTRUCTION.

3 CONTRACTOR RESPONSIBLE FOR PROTECTING EXISTING FINISHES IN ALL AREAS OFCONSTRUCTION.

4 CONTRACTOR TO NOTIFY OWNER / ARCHITECT OF ANY EQUIPMENT ORUNDOCUMENTED ITEMS ENCOUNTERED DURING CONSTRUCTION.

5 CONTRACTOR RESPONSIBLE FOR PROVIDING ALL LABOR, EQUIPMENT AND SERVICESTO PROPERLY EXECUTE THE DEMOLITION AND REMOVAL WORK INDICATED ON THESECONSTRUCTION DOCUMENTS.

6 ALL DEMOLITION WORK SHALL BE PERFORMED WITH MINIMUM DAMAGE TO THEEXISTING WORK TO REMAIN. IT SHALL BE RECOGNIZED THAT THE UTMOST CARE BETAKEN WHILE PERFORMING THE DEMOLITION WORK. PROVIDE BARACADES ASREQUIRED TO PROTECT THE PUBLIC.

7 PROVISIONS SHALL BE MADE TO ALLEVIATE THE SPREAD OF DEBRIS, DIRT, AND DUST.THE PROPOERTY SHALL BE KEPT CLEAN AS POSSIBLE AT ALL TIMES. ANY ASBESTOSREMOVAL SHALL BE DONE PRIOR TO ANY DEMOLITION WORK. THIS WORK SHALL BEDONE BY A LICENSED ABATEMENT COMPANY.

8 ALL DEBRIS AND MATERIALS FROM THE BUILDING SHALL BE DISPOSED OF OFF SITE INA LEGAL MANOR. NO RECLAIMED LUMBER OR MATERIALS SHALL BE REUSED EXCEPTAS SPECIFICALLY APPROVED BY ARCHITECT.

9 WHERE DEMOLITION AND CUTTING WORK HAS OCCURED OR WHERE EXISTINGSURFACES, MATERIALS OR OTHER ITEMS HAVE BEEN DAMEAGED OR DISTURBED ASA RESULT OF THIS CONTRACT, THE SAID SURFACES AND AREAS SHALL BECAREFULLY CLOSED-UP, PATCHED AND FINISHED AND OR RESTORED AS REQUIREDTO BE CONTIGUOUS TO EXISTING SURROUNDING SURFACES.

10 DO NOT REMOVE ANY STRUCTURAL COLUMNS, WALLS OR SUPPORTS. CAREFULLYREMOVE INTERIOR PARTIONS ONLY. IF THERE IS A CONCERN WHETHER AN INTERIORWALL IS 'BEARING', CONTACT ARCHITECT IMMEDIATELY TO SCHEDULE AVERIFICATION TIME.

11 WHERE ELECTRCIAL NEEDS TO BE ABANDONED, REMOVE WIRE FROM OUTLEY ALLTHE WAY BACK TO THE ELECTRICAL PANEL / SOURCE. ALL WORK SHALL BEPERFORMED BY LICENSED ELECTRICIAN.

12 ABBREVIATIONS: REFERENCED FROM THE CONSTRUCTION SPECIFICATIONSINSTITUTES UNIFORM DRAWING SYSTEM TERMS AND ABBREVIATIONS MODULE.REFER TO SHEET INDEX G-001.

13 DIMENSION TICK MARKS ARE SHON AS SOLID DOT MARKS FOR GRIDS, CL MARKS FOROBJECT CENTERLINES, AND DIAGONAL TICK MARKS TO FACE OF OBJECTS.

14 WIND LOAD CRITERIA, BASIC WIND SPEED (3 SECOND GUST ASD LEVEL) = 105 MPH,EXPOSURE = C, OCCUPANCY CATEGORY III, IMPORTANCE FACTOR 1.15, INTERNALPRESSURE COEFFICIENT +.018, COMPONENTS AND CLADDING DESIGN WINDPRESSURE (WALLS AT DISCONTINUITY, 10 SF) = 37.6 PSF (WALLS NOT ATDISCONTINUITY, 10 SF) = 30.5 PSF

1/4" = 1'-0"

ALUMINUM FRAME TYPES2

ALL WORK THIS DRAWINGJEFFCO PROJECT ID #15M04900U01UNLESS OTHERWISE NOTED

ALTERNATE NO. 15M: A-2REPAIR AND PAINT EXISTINGHOLLOW METAL FRAMES AROUNDWINDOW OPENINGS

ALTERNATE NO. 15M: A-209 9000.01 PAINT EXISTING HOLLOWMETAL FRAME AND CONCRETE COLUMN

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07 4213.03 PREFINISHED 'L' METAL CLIPBY METAL WALL PANEL MFGR.

07 4213.01 PREFINISHED METAL WALL PANEL

EXISTING GUTTER, FASCIA AND BLOCKINGTO REMAIN

T.O. OPENING109'-4"

T.O. OPENING107'-0"

08 1113.01 HOLLOW METAL DOOR / FRAME - TYPE C09 9000.01 PAINT, ALL AROUND

COPE HOLLOW METAL FRAME AROUND (E)BEAM AS REQUIRED

PREFINISHED BRAKE METAL CLOSUREBY METAL WALL PANEL MFGR.COPE AROUUND HOLLOW METALFRAME (BEYOND) AS REQUIRED

07 4213.03 PREFINISHED 'L' METAL CLIPBY METAL WALL PANEL MFGR.

07 9005.01 SEALANT

06 1000.01 WOOD BLOCKING

08 1113.01 HOLLOW METAL DOOR / FRAME - TYPE D09 9000.01 PAINT, ALL AROUND

__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _

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08 5113.01 ALUMINUM WINDOW SYSTEM

07 9005.01 SEALANT EACH SIDE

EXISTING HOLLOW METAL FRAME TO REMAINALTERNATE 15M: A-2 - 09 9000.01 PAINT, ALL AROUND

ALTERNATE NO. 15M: A-107 4213.03 PREFINISHED 'L' METAL CLIPBY METAL WALL PANEL MFGR.

2 1/2"

06 1000.01 WOOD BLOCKING

ALTERNATE NO. 15M: A-107 4213.01 PREFINISHED METAL WALL PANEL

ALTERNATE NO. 15M: A-107 4213.02 PREFINISHED METAL CHANNEL CLIPBY METAL WALL PANEL MFGR.

EXISTING GUTTER, FASCIA AND BLOCKINGTO REMAIN

08 5113.02 ALUMINUM WINDOW RECEPTOR CHANNEL

T.O. METAL PANEL109'-4", VARIES @ SIM.

T.O. OPENING108'-0"

ALTERNATE NO. A-107 9005.01 SEALANT

08 5113.01 ALUMINUM WINDOW SYSTEM

07 9005.01 SEALANT EACH SIDE

EXISTING HOLLOW METAL FRAME TO REMAINALTERNATE 15M: A-2 - 09 9000.01 PAINT, ALL AROUND

ALTERNATE NO. 15M: A-107 4213.03 PREFINISHED 'L' METAL CLIPBY METAL WALL PANEL MFGR.

2 1/2"

06 1000.01 WOOD BLOCKING

ALTERNATE NO. 15M: A-107 4213.01 PREFINISHED METAL WALL PANEL

ALTERNATE NO. 15M: A-107 4213.02 PREFINISHED METAL CHANNEL CLIPBY METAL WALL PANEL MFGR.SECURE TO JOIST EXTENSIONS

08 5113.02 ALUMINUM WINDOW RECEPTOR CHANNEL

EXISTING REDWOOD CLOSURE TO REMAIN

07 9005.01 SEALANT

EXISTING ROOF AND STEEL FRAMING TO REMAIN

T.O. METAL PANEL109'-4"

T.O. OPENING108'-0"

08 5113.01 ALUMINUM WINDOW SYSTEM

08 5113.02 ALUMINUM RECEPTOR CHANNEL

EXISTING EXTERIOR QUARRY SILL (BELOW) TO REMAIN

06 6100.01 SIMULATED STONE FABRICATION (BELOW)

07 9005.01 SEALANT EACH SIDE

EXISTING CONCRETE COLUMN TO REMAINALTERNATE 15M: A-2 - 09 9000.01 PAINT, ALL AROUND

2 1/

2"

06 1000.01 WOOD BLOCKING

INTERIOR

EXTERIOR

08 5113.01 ALUMINUM WINDOW SYSTEM

08 5113.02 ALUMINUM RECEPTOR CHANNEL

EXISTING EXTERIOR QUARRY SILL (BELOW) TO REMAIN

06 6100.01 SIMULATED STONE FABRICATION (BELOW)

07 9005.01 SEALANT EACH SIDE

ALTERNATE NO. J: A-108 1113.01 HOLLOW METAL DOOR / FRAME - TYPE B09 9000.01 PAINT, ALL AROUND

2 1/

2"

06 1000.01 WOOD BLOCKING

INTERIOR

EXTERIOR

ALTERNATE NO. J: A-1GROUT SOILID

08 5113.01 ALUMINUM WINDOW SYSTEM

08 5113.05 ALUMINUM WINDOW MULLION

EXISTING EXTERIOR QUARRY SILL (BELOW) TO REMAIN

06 6100.01 SIMULATED STONE FABRICATION (BELOW)

INTERIOR

EXTERIOR

2 1/

2"

EXISTING EXTERIOR QUARRY SILL TO REMAIN

EXISTING MASONRY WALL TO REMAIN

08 5113.01 ALUMINUM WINDOW SYSTEM

06 6100.01 SIMULATED STONE FABRICATION

07 9005.01 SEALANT

08 5113.04 ALUMINUM WINDOW ANCHOR CLIP

06 6100.01 WOOD BLOCKING

2 1/2"

08 5113.03 ALUMINUM WINDOW SILL PAN07 9005.01 SEALANT

B.O. OPENING102'-8"

2"

REMOVE EXISTING INTERIOR QUARRY SILL

08 1113.01 HOLLOW METAL DOOR / FRAME - TYPE E09 9000.01 PAINT, ALL AROUND

2"

2"

07 4213.03 PREFINISHED 'L' METAL CLIPBY METAL WALL PANEL MFGR.

07 4213.01 PREFINISHED METAL WALL PANEL

WEB OF EXISTING BEAM TO REMAIN

ALTERNATE NO. 15M: A-107 4213.01 PREFINISHED METAL WALL PANEL

INTERIOR

EXTERIOR

08 1113.01 HOLLOW METAL DOOR / FRAME - TYPE C SIM.09 9000.01 PAINT, ALL AROUND

07 4213.03 PREFINISHED 'L' METAL CLIPBY METAL WALL PANEL MFGR.

07 4213.01 PREFINISHED METAL WALL PANEL

ALTERNATE NO. 15M: A-107 4213.01 PREFINISHED METAL WALL PANEL

EXISTING HOLLOW METAL FRAME TO REMAIN (BELOW)ALTERNATE 15M: A-2 - 09 9000.01 PAINT, ALL AROUND

PREFINISHED BRAKE METAL CLOSURE (BELOW)BY METAL WALL PANEL MFGR.COPE AROUUND HOLLOW METALFRAME (BEYOND) AS REQUIRED

INTERIOR

EXTERIOR

EXISTING MASONRY WALL TO REMAIN

07 9005.01 SEALANT EACH SIDE

08 1113.01 HOLLOW METAL DOOR / FRAME - TYPE A09 9000.01 PAINT

EXTERIOR

INTERIOR 06 6100.01 WOOD BLOCKING

ALIGN

GROUT SOLID

EXISTING CONCRETE SLAB TO REMAIN

07 9005.01 SEALANT EACH SIDE

08 1113.01 HOLLOW METAL DOOR / FRAME - TYPE A09 9000.01 PAINT

EXTERIORINTERIOR

06 6100.01 WOOD BLOCKING

08 1113.02 HOLLOW METAL GLAZING STOP

6"

EXISTING MASONRY WALL TO REMAIN

EXTERIOR

INTERIOR

08 5113.01 ALUMINUM WINDOW SYSTEM

08 5113.02 ALUMINUM RECEPTOR CHANNEL

EXISTING EXTERIOR QUARRY SILL (BELOW) TO REMAIN

06 6100.01 SIMULATED STONE FABRICATION (BELOW)

07 9005.01 SEALANT EACH SIDE

2 1/

2"

06 1000.01 WOOD BLOCKING

EXISTING MASONRY WALL TO REMAIN

07 9005.01 SEALANT EACH SIDE

08 1113.01 HOLLOW METAL DOOR / FRAME - TYPE A09 9000.01 PAINT

EXTERIOR

INTERIOR

06 6100.01 WOOD BLOCKING

GROUT SOLID

EXISTING CONCRETE COLUMN TO REMAIN

ALTERNATE NO. 15M: A-107 4213.03 PREFINISHED 'L' METAL CLIPBY METAL WALL PANEL MFGR.

WEB OF EXISTING BEAM TO REMAIN

ALTERNATE NO. 15M: A-107 4213.01 PREFINISHED METAL WALL PANELWRAP AROUND COLUMN AND CLOSE TO MASONRY

EXISTING MASONRY WALL TO REMAIN

07 9005.01 SEALANT

EXISTING CONCRETE COLUMN TO REMAIN

WEB OF EXISTING BEAM TO REMAIN

ALTERNATE NO. 15M: A-107 4213.01 PREFINISHED METAL WALL PANELCONTINUOUS IN-FRONT OF COLUMN

ALTERNATE NO. 15M: A-107 9005.01 SEALANT

Date

Drawn By

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ALL DRAWN AND WRITTEN INFORMATIONAPPEARING HEREIN SHALL NOT BE

DUPLICATED, DISCLOSED OR OTHERWISEUSED WITHOUT THE WRITTEN CONSENT OF

MOA ARCHITECTURE

Site

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CONSTRUCTION DOCUMENTS

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1 1/2" = 1'-0"

DOOR HEAD AT METAL PANEL4

1 1/2" = 1'-0"

WINDOW HEAD AT METAL PANEL2

1 1/2" = 1'-0"

WINDOW HEAD AT METAL PANEL3

1 1/2" = 1'-0"

WINDOW JAMB AT EXISTING COLUMN5

1 1/2" = 1'-0"

WINDOW JAMB AT HOLOW METAL DOOR FRAME7

1 1/2" = 1'-0"

WINDOW MULLION8

1 1/2" = 1'-0"

WINDOW SILL1 1 1/2" = 1'-0"

HOLLOW METAL JAMB AT METAL PANEL9

1 1/2" = 1'-0"

HOLLOW METAL JAMB AT METAL PANEL10

1 1/2" = 1'-0"

DOOR JAMB AT EXISTING MASONRY - HEAD SIM.12

1 1/2" = 1'-0"

HOLLOW METAL SILL AT FOUNDATION13

1 1/2" = 1'-0"

WINDOW JAMB AT EXISTING MASONRY6

1 1/2" = 1'-0"

DOOR JAMB AT EXISTING MASONRY11

1 1/2" = 1'-0"

METAL PANEL AT EXISTING CORNER COLUMN14

1 1/2" = 1'-0"

METAL PANEL AT EXISTING COLUMN15

MARK DESCRIPTION DATE

15M04900U01 SCOPE OF WORK

15M04900U01 SCOPE OF WORK

15M04900U01 SCOPE OF WORK

J04900U01 SCOPE OF WORKALL WORK THIS DETAILALTERNATE NO. J: A-1

15M04900U01 SCOPE OF WORK

J04900U01 / 15M04900U01 SCOPE OF WORK

15M04900U01 SCOPE OF WORK

15M04900U01 SCOPE OF WORK15M04900U01 SCOPE OF WORK

15M04900U01 SCOPE OF WORK

ALL WORK THIS DRAWINGJEFFCO PROJECT ID #J04900U01AND 15M04900U01 AS NOTED ABOVE

J04900U01 SCOPE OF WORKALL WORK THIS DETAILALTERNATE NO. J: A-1

J04900U01 SCOPE OF WORKALL WORK THIS DETAILALTERNATE NO. J: A-1

J04900U01 SCOPE OF WORKALL WORK THIS DETAILALTERNATE NO. J: A-1UNLESS OTHERWISE NOTED

J04900U01 SCOPE OF WORKALL WORK THIS DETAILALTERNATE NO. J: A-1UNLESS OTHERWISE NOTED

J04900U01 SCOPE OF WORKALL WORK THIS DETAILALTERNATE NO. J: A-1

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Date

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DUPLICATED, DISCLOSED OR OTHERWISEUSED WITHOUT THE WRITTEN CONSENT OF

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MARK DESCRIPTION DATE

& ASSOCIATES, LLC

E-001

GENERALCONSTRUCTION

NOTES ANDLEGEND

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MARK DESCRIPTION DATE

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ALL WORK THIS DRAWING

JEFFCO PROJECT ID #J04900U01

UNLESS OTHERWISE NOTED

E-100

ELECTRICALSITE PLAN

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MARK DESCRIPTION DATE

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ALL WORK THIS DRAWING

JEFFCO PROJECT ID #J04900U01

UNLESS OTHERWISE NOTED

E-200

ELECTRICALPLAN - AREA

A

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MECHANICAL ROOM

201

OPP

OPP OPP

Date

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MARK DESCRIPTION DATE

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ALL WORK THIS DRAWING

JEFFCO PROJECT ID #J04900U01

UNLESS OTHERWISE NOTED

E-210

ELECTRICALPLANS - AREAS

B, C, ANDMEZZANINE

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ALL WORK THIS DRAWING

JEFFCO PROJECT ID #J04900U01

UNLESS OTHERWISE NOTED

E-300

ELECTRICALONE-LINE

AND PANELSCHEDULES

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1:09:4

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CA

MP

BE

LL

E

S G

EN

ER

AL

U

PG

RA

DE

S

CAD

03.02.1514135.00

6500

Oak

Stre

et, A

rvada

, Colo

rado

8000

4

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