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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
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
x
x x
x
x
x
x
x
x
x
x
x
x
x
x x
xx
x
xx
x
x
x
x
x
x
x
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
A
3A
7
10
8
A3 A1A2
A4
A6 A5
12
14
13
15
16
CDEG FHKM LN
1
2
5
4
3
6
7
B1
10
8
9
11
B
17
J
Y
12
22
21
23
24
X
25
119Classroom
117Classroom
115K Classroom
118Classroom
116Classroom
114K Classroom
164RR
165RR
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
112Classroom
111Classroom
110Classroom
109Resource
109BResource
109AResource
108Spec Ed
FInt Circ
124Sto
121Sto
120Sto
MECHANICAL ROOM
201
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-
A
1
1
OPERABLE VENT SECTION
110
111
109115
114
113
117
118
119 112
120
121
122
123
124
125
126
102 103 104
106108 107
105
116
122
A
G
G
G
101
101
101
101
103
101 101 101
101
101101 101
101
101
101
101
101
101
103
103
101
101
101
101
101
101
101-A 101-B
106
107
101
101
108
101
4' - 3" 6' - 2"
1' - 2"
6' - 2" 2' - 3"
MP
G1
4' -
10"
2' -
3"
AHOLLOW METAL
MP
G1
G1
MP
G1
G1
20' - 0"
9' -
4"
2' -
3"
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
13
SIM
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
11
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
12
SIM
G1
G1
GHOLLOW METAL
MP
6' - 3" 1' - 1"
7' - 4"
2' -
3"
4' -
10"
9' -
4"
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
12
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
13
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
11
SIM
2' -
3"
RE
: SC
HE
DU
LE2"
2" RE: SCHED 2"
HHOLLOW METAL
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
12
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
12
SIM
2" RE: SCHED 2"
7' -
0"
2"2'
- 0
"2"
MP
IHOLLOW METAL
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
4
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
12__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
7
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
10__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
9
RE
: SC
ED
ULE
2"
2" RE: SCHED 2"
REMOVABLEMULLION
JHOLLOW METAL
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
12
SIM
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
12
RE: SCHED
RE
: SC
HE
DU
LE
FG
RE: SCHED
RE
: SC
ED
ULE
43"
MA
XIM
UM
!
3' -
6"
E2
EX
IT D
EV
ICE
3' -
0"
1' -
0"
RE
: SC
ED
ULE
EX
IT D
EV
ICE
3' -
0"
SAFETYGLAZING
SAFETYGLAZING
43"
MA
XIM
UM
!
3' -
6"
G1G1
G1
RE: SCHED
5 7/
8"
2"1
7/8"
U.O.N.
2"
1/2"
1/2"
2"
5/8"
5 7/
8"
2"1
7/8"
2"
2"
5/8"
5 7/
8"
2"
2"
5/8"
2"1
7/8"
2"
2"
2" @
SIM
.
1 7/
8"
1 7/
8" @
SIM
2"
5/8"
2"2"
2" 5/8"
4"
2"2"
4"
2"5/8" 5/8"
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
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
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
A
3A
7
10
8
A3 A1A2
A4
A6 A5
12
14
13
15
16
CDEG FHKM LN
1
2
5
4
3
6
7
B1
10
8
9
11
B
17
J
Y
12
22
21
23
24
X
25
119Classroom
117Classroom
115K Classroom
118Classroom
116Classroom
114K Classroom
164RR
165RR
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
112Classroom
111Classroom
110Classroom
109Resource
109BResource
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-
A
1
1
OPERABLE VENT SECTION
C
C
E
B B B
BBB
E
D
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
D
F
E
D
D
102 102
102
102
102 102
OPP
102
102
OPPOPP
102 102
102
102
102
102
102
102
102
102
102
102
102
102
102
102
102
102
102
102
102
102
102
102
102
102
105105105
105105105
106
109
108
108
109
109
108 108
108108
109109
109
109
109
109
109
109 109
109
109
109
109
109 109
109
109
109
109
109
109
109
109
109 109
109
108
108
108
108
108
108
108
108
108
108
108
108
102
102 102
102
102102
16' - 8"
EQ EQ EQ EQ EQ
BALUMINUM
G1
1' -
5"
3' -
11"
ALTERNATE NO. 15M: A-107 4213.01 METAL WALL PANEL
G1G1G1G1
G1G1G1G1 G1
104104104104104
SIM
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
1
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
6__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
7
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
3
2' -
8"
8' -
0"
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
2
SIM
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
8
ALIGN PANEL JOINT WITHCENTER OF MULLION
CALUMINUM
G1
EQ EQ EQ
10' - 0"
2' -
8"
1' -
5"
3' -
11"
ALTERNATE NO. 15M: A-107 4213.01 METAL WALL PANEL
G1 G1
G1 G1G1
104104104
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
1
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
2
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
7__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
5
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
14__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
15
8' -
0"
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
3
D
G1
G1
ALUMINUM
2' - 0"
2' -
8"
8' -
0"
1' -
5"
3' -
11"
104
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
1
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
6
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
6
SIM
E
G1
G1
ALUMINUM
1' -
5"
3' -
11"
2' -
8"
8' -
0"
1' - 4"
104
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
1
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
6
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
6
SIM
F
G1
ALUMINUM
G1
3' - 4"
3' -
11"
1' -
5"
2' -
8"
8' -
0"
104
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
1
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
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6
__ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _
A-501
6
SIM
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
8:55
AM
A-101
CAMPBELL ES -FIRST FLOOR
PLAN - 15MSCOPE
CA
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004
CONSTRUCTION DOCUMENTS
Checker
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
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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10
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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Project Number
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ALL DRAWN AND WRITTEN INFORMATIONAPPEARING HEREIN SHALL NOT BE
DUPLICATED, DISCLOSED OR OTHERWISEUSED WITHOUT THE WRITTEN CONSENT OF
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Site
No:
049
00
3/2/
2015
9:3
8:56
AM
A-501
DETAILS
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004
CONSTRUCTION DOCUMENTS
Checker
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
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
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1/26/2
015 1
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CONSTRUCTION DOCUMENTS
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MARK DESCRIPTION DATE
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E-001
GENERALCONSTRUCTION
NOTES ANDLEGEND
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CONSTRUCTION DOCUMENTS
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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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CONSTRUCTION DOCUMENTS
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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
MECHANICAL ROOM
201
OPP
OPP OPP
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CONSTRUCTION DOCUMENTS
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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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CONSTRUCTION DOCUMENTS
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MARK DESCRIPTION DATE
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ALL WORK THIS DRAWING
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UNLESS OTHERWISE NOTED
E-300
ELECTRICALONE-LINE
AND PANELSCHEDULES
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ALL WORK THIS DRAWING
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E-400
ELECTRICALSCHEDULES AND
DETAILS