INTERIOR ELEVATION TAG
C
133401
1
EXTERIOR ELEVATION TAG
A1.1
1
BUILDING SECTION FLAG
A1.1
1
SHEET NOTE TAG
8
DEMOLITION NOTE TAG
1
REVISION TAG
A
WINDOW TYPE TAG
1'-0"
BBL ARCHITECTS
200 NORTH STATE STREET
LAKE OSWEGO, OREGON 97034
PHONE: (503) 635-4425 FAX: (503) 635-3581
CONTACT: LANG BATES / LISA MURPHY
LEWIS & VAN VLEET, INC., CONSULTING ENGINEERS
18660 SW BOONES FERRY ROAD
TUALATIN, OREGON 97062
PHONE: (503) 885-8605 FAX: (503) 885-1206
CONTACT: LANCE CERNY
WALL TYPE TAG
CEILING HEIGHT TAG
ROOM NAME
SIM
DETAIL CALLOUT
NORTH ARROW
0
ARCHITECTS
SIM
DETAIL FLAG
101
0'-0"
A.F.F.
MECHANICAL ENGINEERS
FLOOR PLAN ROOM
LABEL & NUMBER
SYSTEM DESIGN CONSULTANTS
333 SOUTHWEST SECOND AVENUE, SUITE 100
PORTLAND, OREGON
97219
PHONE: (503) 248-0227
CONTACT: (MECHANICAL) GARY BARNES
CONTACT: (PLUMBING) ROBERT LEWIS
CONTACT: (ELECTRICAL) JOHN ROGERS
ELEVATION TAG
VERIFY AND COMPLY WITH THE CITY OF MILWAUKIE
POLICIES REGARDING DESIGN/BUILD PORTIONS OR
COMPONENTS OF THIS PROJECT.
1. STEEL STAIR SYSTEM
2. GLASS AND STEEL RAILING SYSTEM
3. TRANSLUCENT ROOF SKYLIGHT SYSTEM
4. FIRE ALARM AND DETECTION SYSTEM
G1.0
G2.1
G2.2
A1.0
A1.1
A1.2
A1.3
A1.4
A1.5
A1.6
A1.7
A1.8
A1.9
A1.10
A1.11
A2.1
A2.2
A3.1
A3.2
A3.3
A3.4
A4.1
A4.2
A4.3
A5.1
A5.2
A6.1
A6.2
ALTERNATES
1. ENTRANCE CANOPY
2. REROOFING
3. SPARE REFRIGERANT LINES
4. ADDITIONAL HVAC CONTROLS
5. CONDUIT ABOVE CEILING
6. NOT USED
7. PARKING LOT LIGHTING RETROFIT
8. INTERIOR ALUMINUM ENTRANCE/STOREFRONT SYSTEM
COORDINATE ALL WORK WITH ARCHITECTURAL DRAWINGS AND SPECIFICATIONS.
2.
DO NOT SCALE DRAWINGS.
3.
CONTRACTOR AND SUB-CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH EXISTING
CONDITIONS, LOCATIONS, AND PROJECT REQUIREMENTS PRIOR TO SUBMITTING A BID.
4/20/2015 4:33:38 PM
4.
CONTRACTOR AND SUB-CONTRACTORS SHALL FIELD VERIFY DIMENSIONS, AND
FAMILIARIZE THEMSELVES WITH PROJECT REQUIREMENTS PRIOR TO COMMENCING WITH
THE WORK. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO ARCHITECT.
5.
WORK SHALL INCLUDE ALL REQUIRED PERMITS, LABOR, MATERIALS, AND EQUIPMENT TO
COMPLETE ALL WORK INDICATED ON DRAWINGS AND AS NECESSARY FOR A COMPLETE
PROJECT.
6.
PROVIDE TEMPORARY DUST-PROOF PARTITIONS AS REQUIRED TO PROTECT ALL EXIST.
AREAS AND EQUIPMENT FROM DAMAGE DUE TO DEMOLITION OR NEW CONSTRUCTION
ACTIVITIES. COORDINATE LOCATIONS AND REQUIREMENTS WITH OWNER.
7.
GENERAL CONTRACTOR TO PATCH, REPAIR AND PAINT (REFINISH) SURFACES AND BUILDING
ELEMENTS DAMAGED BY MECHANICAL, ELECTRICAL, AND PLUMBING WORK AND WHERE
ITEMS ARE REMOVED, RELOCATED OR ADDED.
8.
REPAIR FLOORS WHERE DAMAGED BY THE WORK OF THIS PROJECT.
9.
PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING WHERE ITEMS ARE REMOVED OR
ALTERED - FIELD VERIFY EXTENT REQUIRED.
10.
ALL PAINTING SHALL BE DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
CONTRACTOR IS RESPONSIBLE FOR PROTECTING ADJACENT FINISHES AND CLEANUP.
11.
CONTRACTOR IS RESPONSIBLE FOR FINAL CLEANUP OF WORK AREA AND ALL EXPOSED
BUILDING SURFACES AT SUBSTANTIAL COMPLETION.
12.
ALL TRASH AND TOOLS SHALL BE REMOVED FROM PREMISES EACH DAY AND THE AREA LEFT
CLEAN WHENEVER UNATTENDED. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP.
COORDINATE WITH OWNER IF SECURE STORAGE IS NEEDED ONSITE.
13.
CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO FINISHED SURFACES, EQUIPMENT,
FURNITURE, EXISTING MATERIALS OR FINISHES, CAUSED AS A RESULT OF HIS WORK. REPAIR
OR
REPLACE DAMAGED ITEMS AS DIRECTED BY ARCHITECT.
14.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS.
E O OR E G
F
AT
LAKE OSWEGO
SITE PLAN
FIRST FLOOR - DEMOLITION FLOOR PLAN
SECOND FLOOR - DEMOLITION FLOOR PLAN
FIRST FLOOR - DEMOLITION REFLECTED CEILING PLAN
SECOND FLOOR - DEMOLITION REFLECTED CEILING PLAN
FIRST FLOOR PLAN
SECOND FLOOR PLAN
FIRST FLOOR - REFLECTED CEILING PLAN
SECOND FLOOR - REFLECTED CEILING PLAN
ROOF PLAN
ROOF REPLACEMENT PLAN
ROOF REPLACEMENT DEMOLITION AND NEW DETAILS
EXTERIOR ELEVATIONS
ENTRANCE CANOPY
BUILDING SECTIONS
WALL SECTIONS
WALL SECTIONS
WALL SECTIONS
ENLARGED FLOOR PLANS AND INTERIOR ELEVATIONS
ENLARGED STAIR PLAN, SECTION, AND DETAILS
INTERIOR ELEVATIONS
DETAILS
DETAILS
DOOR SCHEDULES
SCHEDULES
STRUCTURAL NOTES
FOUNDATION PLAN
FOUNDATION DETAILS
SECOND FLOOR AND MEZZANINE FRAMING PLANS
FLOOR FRAMING DETAILS
ROOF FRAMING PLAN
ROOF FRAMING DETAILS
MECHANICAL
M0.1
M0.2
M1.1
M1.2
M1.3
M2.1
M2.2
M2.3
M3.0
MECHANICAL SCHEDULES AND DETAILS
MECHANICAL SCHEDULES AND DETAILS
FIRST FLOOR HVAC DEMOLITION PLAN
SECOND FLOOR HVAC DEMOLITION PLAN
ROOF HVAC DEMOLITION PLAN
FIRST FLOOR MECHANICAL PLAN
SECOND FLOOR MECHANICAL PLAN
ROOF HVAC PLAN
HVAC DETAILS
ALL "BUILDER DESIGNED" SYSTEMS ARE TO MEET
ALL APPLICABLE CODES AND REQUIRED STANDARDS.
WORK SHALL INCLUDE ALL REQUIRED PERMITS, LABOR
MATERIALS, AND EQUIPMENT FOR A COMPLETE
PROJECT. INSTALLERS ARE TO PROVIDE ALL REQUIRED
DRAWINGS, CODE COMPLIANCE FORMS, CALCULATIONS
AND OTHER DOCUMENTATION REQUIRED.
PLUMBING
P0.1
P1.1
P1.2
P1.3
P1.4
PLUMBING SCHEDULES AND DETAILS
FIRST FLOOR PLUMBING DEMOLITION PLAN
SECOND FLOOR PLUMBING DEMOLITION PLAN
FIRST FLOOR PLUMBING PLAN
SECOND FLOOR PLUMBING PLAN
ELECTRICAL
PROJECT LOCATION
NCSD ADMINISTRATION OFFICES
12400 SE FREEMAN WAY
MILWAUKIE OREGON 97222
PROJECT SITE
E0.1
E1.1
E1.2
E2.0
E2.1
E2.2
E2.3
E3.1
E3.2
E6.1
E6.2
E7.1
ELECTRICAL LEGEND & SCHEDULES
FIRST FLOOR ELECTRICAL DEMO PLAN
SECOND FLOOR ELECTRICAL DEMO PLAN
SITE ELECTRICAL PLAN
FIRST FLOOR ELECTRICAL PLAN
SECOND FLOOR ELECTRICAL PLAN
ROOF ELECTRICAL PLAN
FIRST FLOOR LIGHTING PLAN
SECOND FLOOR LIGHTING PLAN
ELECTRICAL ONE-LINE DIAGRAM
PANEL SCHEDULES
ELECTRICAL DETAILS
14019.00.L
1.
LANG BATES
TITLE SHEET
FIRST FLOOR CODE PLAN
SECOND FLOOR CODE PLAN
STRUCTURAL
S1.0
S1.1
S1.2
S2.1
S2.2
S3.1
S3.2
GRID BUBBLE & GRID LINE
DESIGN/BUILD
DEFERRED SUBMITTALS
GENERAL
ARCHITECTURAL
STRUCTURAL ENGINEERS
A101
A101
KEYNOTE TAG
8
A
1
NORTH CLACKAMAS SCHOOL DISTRICT
12451 SE FULLER ROAD
MILWAUKIE , OREGON 97222
PHONE: (503) 353-6058 FAX: (503) 353-6075
CONTACT: GARRY KRYSZAK
WALL SECTION FLAG
A1.1
1
OWNER
DOOR TAG
TITLE SHEET
B
REVISIONS
1
A1.1
97222
D
SEE SPECIFICATION SECTION 01 23 00
GENERAL NOTES
ED ARC
R
E
H
T
A
12400 SE FREEMAN WAY, MILWAUKIE, OREGON
Plate
Plastic Laminate
Plywood
Pair
Pressure Treated
Paper Towel Dispenser
Combination Paper Towel
Dispenser / Receptacle
Partition
Quarry Tile Riser
Radius
Roof Drain
Refrigerator or Reference
Reinforced
Required
Requirements
Resilient
Reverse
Room
Rough Opening
Solid Core
Seat Cover Dispenser
Schedule
Soap Dispenser
Section
Square Feet
Sheathing
Similar
Sheet Metal
Sanitary Napkin Dispenser
Sanitary Napkin Receptacle
Specification
Stainless Steel
Steel
Storage
Structural
Suspended Tread
Tongue and Groove
Telephone
Tempered
Top Of
Top of Curb
Top of Pavement
Top of Wall
Toilet Paper Dispenser
Tube Steel
Typical
Uniform Building Code
Unless Otherwise Noted
Vertical
Vestibule
Veneer Plaster
With Water Closet
Wood
Water Heater
Without
Waterproof
Weight
DATE
PL.
PLAM
PLYWD.
PR.
P.T.
PTD
PTD/R
PTN.
Q.T. R.
RAD.
R.D.
REF.
REINF.
REQ'D.
REQ'MTS.
RESIL.
REV.
RM.
R.O.
S.C.
S.C.D.
SCHED.
SD
SECT.
S.F. or SQ. FT.
SHT'G.
SIM.
S.M.
SND
SNR
SPEC.
S.S.
STL.
STOR.
STRUCT.
SUSP. T.
T&G
TEL.
TEMP.
T.O.
T.O.C.
T.O.P.
T.O.W.
TPD
T.S.
TYP.
U.B.C.
U.O.N.
VERT.
VEST.
V.P.
W/ W.C.
WD.
W.H.
W/O
WP.
WT.
15 APR 2015
Expansion
Exterior
Existing
Floor Drain
Foundation
Fire Extinguisher
Fire Extinguisher Cab.
Fire Hose Cabinet
Finish
Floor
Fluorescent
Face of Concrete
Face of Finish
Face of Studs
Foot or Feet
Footing
Gauge
Galvanized
General Contractor
Glue Laminated Beam
Glass Masonry Unit
Gypsum
Hose Bib
Hollow Core
Header
Hollow Metal
Horizontal
Hour
Height
Inside Diameter or Inside Dimension
Insulation
Interior
Joint
Laminate
Lavatory
Light
Maximum
Machine Bolt
Medium Density Overlay
Mechanical
Membrane
Manufacturer
Man Hole
Minimum
Miscellaneous
Masonry Opening
Modified
Bitumen
Metal
Not In Contract
Number
Nominal
Not to Scale
On Center
Outside Diameter
Owner Furnished Contractor Installed
Owner Furnished Owner Installed
Opening
Opposite
Oregon Structural Specialty Code
ST
DRAWING INDEX
PROJECT NUMBER
P
L
#
SQ.
A.B.
ACOUST.
ADJ.
A.F.F.
ALT.
ALUM.
A.N.S.I.
ARCH.
ASPH.
A/V
BD.
BIT.
BLDG.
BLK.
BLKG.
BM.
B.O.
B.O.C.
BRNG.
BTM.
CAB.
C.B.
C.I.
CJ
CL.
CLG.
CLR.
CMU
CO
COL.
CONC.
CONN.
CONST.
CONT.
COORD.
CORR.
CTR.
CUST.
DBL.
D.F.
DIA.
DIAG.
DIM.
DISP.
DN.
DR.
DS
DTL.
DWG
EJ
EL.
ELEC.
ELEV.
EQ.
EXP.
EXT.
EXIST.
F.D.
FDN.
F.E.
F.E.C.
F.H.C.
FIN.
FLR.
FLUOR.
F.O.C.
F.O.F.
F.O.S.
FT.
FTG.
GA.
GALV.
GC
G.L.B.
G.M.U.
GYP.
H.B.
H.C.
HDR.
H.M.
HORIZ.
HR.
HT.
I.D.
INSUL.
INT.
JT.
LAM.
LAV.
LT.
MAX.
M.B.
M.D.O.
MECH.
MEMB.
MFR. or MANUF.
M.H.
MIN.
MISC.
M.O.
MOD.
BIT.
MTL.
N.I.C.
NO. or #
NOM.
N.T.S.
O.C.
O.D.
O.F.C.I.
O.F.O.I.
OPNG.
OPP.
O.S.S.C.
101
C
L
And
Angle
Centerline
Degrees
Diameter or Round
Perpendicular
Plate
Pound or Number
Square
Anchor Bolt
Acoustical
Adjustable
Above Finish Floor
Alternate
Aluminum
American National Standards Institute
A117.1-1980
Architectural
Asphalt
Audio/Video
Board
Bituminous or Bitumen
Building
Block
Blocking
Beam
Bottom Of
Bottom of Curb
Bearing
Bottom
Cabinet
Catch Basin
Cast Iron
Control Joint
Closet
Ceiling
Clear
Concrete Masonry Unit
Cleanout
Column
Concrete
Connect or Connection
Construction
Continuous
Coordinate
Corridor
Center
Custodial
Double
Drinking Fountain
Diameter
Diagonal
Dimension
Dispenser
Down
Door
Downspout
Detail
Drawing
Expansion Joint
Elevation
Electrical
Elevator
Equal
CONTACTS
NORTH CLACKAMAS SCHOOL DISTRICT
NEW ADMINISTRATION
BUILDING REMODEL
C COPYRIGHT BBL ARCHITECTS
&
STANDARD SYMBOLS
REGI
S
ABBREVIATIONS
ON
NORTH CLACKAMAS SCHOOL DISTRICT
NEW ADMINISTRATION BUILDING REMODEL
T
ITEC
G1.0
LOCATION MAP
VICINITY MAP
II B (UNCHANGED)
BUILDING HEIGHT
30'
CONSTRUCTION
TYPE IIB
PRIMARY STRUCTURAL FRAME
0 HR
MAXIMUM ALLOWABLE
BUILDING HEIGHT
45'
EXTERIOR BEARING WALLS
0 HR
BUILDING AREA DATA
inTERIOR BEARING WALLS
0 HR
FLOOR AREA
FIRST FLOOR
SECOND FLOOR
TOTAL
THREE NEW TRANSLUCENT SKYLIGHTS AT EXISTING ROOF
MECHANICAL AND ELECTRICAL MODIFICATIONS
ZONING
C-G GENERAL COMMERCIAL
FIRE EXTINGUISHERS
YES
FIRE ALARM SYSTEM
YES
0 HR
ROOF
0 HR
SITE DATA
1
2
EMERGENCY LIGHTING
YES
ROOFING SYSTEM
CLASS A
HAZARDOUS MATERIALS
NO
3
4
5
6
22 FROM 2ND FLOOR
A
STORAGE
ELEV
MACHINE
ROOM
154
MECHANICAL/
JANITOR
116
115
STAIR
UP
153
120
ASSOC DIR
HR
B OCCUP
151 SF
2
100
119
HR OPEN
OFFICE
B OCCUP
242 SF
3
100
125
DIRECTOR
HR
B OCCUP
153 SF
2
100
2
3
2
WOMEN'S
MEN'S
111
113
118
CONF. /
OFFICE
B OCCUP
122 SF
2
100
UNISEX
117
df
B
107
SCH CH/ ST
PLCMNT
B OCCUP
337 SF
100
4
2
2
MECH
ELECTRICAL
129
130
HR STORAGE
3
3
3
8
103
MAIL
B OCCUP
75 SF
1
100
STAIR
150
104
PRV/CONF.
B OCCUP
64 SF
1
100
106
BREAK-OUT
ROOM
B OCCUP
188 SF
2
100
105
CONF.
B OCCUP
64 SF
1
100
2
1
21.6" 108
123
FS OPEN
OFFICE
B OCCUP
414 SF
5
100
STORAGE
148
B
EXISTING
PAVED AREA
38,995 SF
(38%)
NO CHANGE TO EXISTING PARKING
EXCEPT AS NOTED FOR ADA SPACES
AT FRONT OF EXISTING BUILDING
52,395 SF (51%)
CODE PLAN LEGEND
15
2
fec
15
145
BREAK
ROOM
B OCCUP
479 SF
100
5
141
COMMUNITY
RELATIONS
B OCCUP
492 SF
100
5
2
5
140
ED. FOUND.
DIRECTOR
B OCCUP
120 SF
2
100
139
OFFICE
B OCCUP
120 SF
100
2
PATH OF EGRESS TRAVEL
32
2
133
BUSINESS
OP A
B OCCUP
571 SF
6
100
X"
6
FEC
FIRE EXTINGUISHER CABINET
REQUIRED EXITS - OCCUPANT LOAD
GREATER THAN 49 AND LESS THAN 500 = 2 EXITS
MINIMUM CORRIDOR WIDTH 44"
RATED CORRIDORS NOT REQUIRED
STAIR
138
DIR COMM
RELATIONS
B OCCUP
189 SF
2
100
UP
136
EMERGENCY EXIT ILLUMINATION - EXIT ILLUMINATION
SHALL BE PROVIDED THROUGHOUT TO MEET (1) Fc MIN.
PER OSSC 1006, SEE ELECTRICAL DRAWINGS
STORAGE
137
49
5
97
9.8"
1"
21"
3
4
5
MINIMUM EXIT WIDTH REQUIRED FOR OCCUPANT LOAD
EXIT SIGN INTERNALLY OR EXTERNALLY ILLUMINATED
135
BUS. OP.
DIRECTOR
B OCCUP
163 SF
100
2
2
EXIT AND EGRESS LOAD
C
134
CONF.
B OCCUP
161 SF
100
2
D
2
ROOM NUMBER
ROOM NAME / USE
OCCUPANCY GROUP
SQUARE FEET / AREA
NUMBER OF OCCUPANTS
CODE DATA LEGEND
D
4/19/2015 6:57:32 PM
(13%)
OCCUPANCY LOAD FACTOR
13
142
FS SUPR.
B OCCUP
141 SF
100
2
147B
5
1/8" = 1'-0"
49,609 SF (49%)
fec
2
G2.1
EXISTING LANDSCAPE
132
BUSINESS
OP B
B OCCUP
1211 SF
13
100
5
STORAGE
147A
FIRST FLOOR CODE PLAN
13,400 SF
SITE COVERAGE
127
SHARED
WORKROOM
B OCCUP
263 SF
100
3
2
143
SHARED
CONF.
B OCCUP
160 SF
100
2
2
SND SYS
146
MEETING
ROOM
A-3 OCCUP
1465 SF
15
98
1
EXISTING
BUILDING FOOTPRINT
121A
STORAGE
S OCC.
120 SF
300
1
2
144
SHARED
CONF.
B OCCUP
132 SF
100
2
79 FROM 1ST FLOOR
29 FROM 2ND FLOOR
1
102,004 SF
131
CFO OFFICE
B OCCUP
202 SF
3
100
128
124
FS
VAULT/REC
B OCCUP
201 SF
100
3
122
OFFICE
B OCCUP
120 SF
2
100
1
8
15
1S2E31CC
fec
102
RECEPTION
B OCCUP
734 SF
8
100
101
ENTRY
B OCCUP
65 SF
100
1
2
126
ASSOC DIR
HR
B OCCUP
153 SF
2
100
121
OPEN
OFFICE
B OCCUP
342 SF
4
100
fec
108
COMMUNITY
LIAISONS
B OCCUP
372 SF
4
100
TAX MAP
PARKING
107 SPACES (9'-0" WIDTH X 18'-0" LENGTH - TYPICAL)
4 ADA SPACES
1 VAN ACCESSIBLE SPACE
"WHEELCHAIR USER ONLY"
4.4"
A
1700, 1790
SITE AREA
NON-SPRINKLERED
NEW EMERGENCY GENERATOR AT EXTEROR NORTHWEST CORNER
TAX LOT
FIRST FLOOR CODE PLAN
STOREFRONT ENTRANCE SYSTEMS AND STOREFRONT GLASS RELOCATED
WITHIN THE EXISTING STRUCTURAL FRAME
FLOOR
58 FROM 1ST FLOOR
39 FROM 2ND FLOOR
6
COMMON PATH OF EGRESS TRAVEL
EXIST ACCESS TRAVEL DISTANCE
75' MAX.
200' MAX.
REVISIONS
NEW EXIT DOOR IN EXISTING CMU/BRICK WALL
3
13,400 SF
13,400 SF
26,800 SF
97222
MAXIMUM ALLOWABLE
NUMBER OF STORIES
ST
12400 SE FREEMAN WAY, MILWAUKIE, OREGON
NEW RESTROOMS TO MEET OCCUPANT AND CODE REQUIREMENTS
N/A
0 HR
PER TABLE 602
0 HR
DATE
BASEMENT
EXTERIOR NON-BEARING
WALLS AND PARTITIONS
INTERIOR NON-BEARING
WALLS AND PARTITIONS
15 APR 2015
NEW INTERIOR STEEL STAIR SYSTEM AT CENTER OF BUILDING
2
PROJECT NUMBER
NUMBER OF STORIES
NORTH CLACKAMAS SCHOOL DISTRICT
NEW ADMINISTRATION BUILDING
REMODEL
INTERIOR PARTITION WALL RECONFIGURATION ON THE 1ST AND 2ND FLOORS
INTO OFFICES, ADMINISTRATIVE SPACES, AND ASSOCIATED SUPPORT SPACES
BUILDING ELEMENT
A-3, B
A-3, B
NONE
14019.00.L
THE REMODEL CONSISTS OF:
OCCUPANCY GROUP(S)
UNSEPARATED USES
ACCESSORY/
INCIDENTAL USES
E O OR E G
F
CONSTRUCTION TYPE
FIRE RESISTANCE REQUIREMENTS FOR
BUILDING ELEMENTS
TABLE 601
AT
1988
LAKE OSWEGO
THE PROJECT IS A TENANT IMPROVEMENT/REMODEL OF AN EXISTING 2 STORY
FACILITY FOR NORTH CLACKAMAS SCHOOL DISTRICT AT 12400 SE FREEMAN WAY,
MILWAUKIE, OREGON. EXISTING MECHANICAL AND ELECTRICAL ROOMS AND EXISTING
EXIT STAIRWAYS AT THE CORNERS OF THE BUILDING WILL REMAIN.
DATE OF CONSTRUCTION
LANG BATES
BUILDING CONSTRUCTION DATA
C
ED ARC
H
TER
BUILDING OCCUPANCY DATA
SCOPE OF WORK SUMMARY
REGI
S
C COPYRIGHT BBL ARCHITECTS
APPLICABLE CODE 2014 OSSC
ON
CODE SUMMARY
T
ITEC
G2.1
A3: ASSEMBLY
1ST FLOOR
MEETING ROOM
B: OFFICE
1ST FLOOR
ADMIN/OFFICE
B: OFFICE
2ND FLOOR
ADMIN/OFFICE
MIN. REQUIRED
# OF FIXTURES
1,465 SF / 15 SF
PER OCCUPANT =
98 OCCUPANTS
49 MALE
49 FEMALE
WATER CLOSETS
MALE
1/125
FEMALE 1/65
WATER CLOSETS
1/25 FOR FIRST 50
1/50 REMAINDER
EXCEEDING 50
7,076 SF / 100 SF
PER OCCUPANT
= 71 OCCUPANTS
36 MALE
35 FEMALE
WATER CLOSETS
1/25 FOR FIRST 50
1/50 REMAINDER
EXCEEDING 50
1
WC FEMALE
LAVATORIES
1 REQUIRED
1 REQUIRED
1 PROVIDED
1 PROVIDED
M: 1 REQUIRED
F: 1 REQUIRED
1 PER FLOOR
REQUIRED
M: 1 PROVIDED
F: 1 PROVIDED
1 PER FLOOR
PROVIDED
LAVATORIES
1/200
8,136 SF / 100 SF
PER OCCUPANT =
82 OCCUPANTS
41 MALE
41 FEMALE
DRINKING
FOUNTAINS
WC MALE
2 REQUIRED
2 REQUIRED
2 PROVIDED
(3 URINALS =
2 WC)
4 PROVIDED
2 REQUIRED
2 REQUIRED
2 PROVIDED
+2 URINALS
PROVIDED
4 PROVIDED
E O OR E G
F
LAKE OSWEGO
ST
SEE DEMOLITION PLANS FOR REMOVED PLUMBING FIXTURES
SEE FLOOR PLANS FOR NEW PLUMBING FIXTURES
M: 2 REQUIRED
F: 2 REQUIRED
M: 2 PROVIDED
F: 3 PROVIDED
LAVATORIES
1/40 FOR FIRST
80
1/80 REMAINDER
EXCEEDING 80
0 PER FLOOR
REQUIRED
M: 1 REQUIRED
F: 1 REQUIRED
1 PER FLOOR
PROVIDED
M: 3 PROVIDED
F: 3 PROVIDED
LAVATORIES
1/40 FOR FIRST
80
1/80 REMAINDER
EXCEEDING 80
2
AT
# OF
OCCUPANTS
NOTE:
PLUMBING FIXTURES ADDED (NET)
3 URINALS
2 LAVATORIES
1 SERVICE SINK
1 DRINKING FOUNTAIN
GROUP B - BUSINESS
LANG BATES
PLUMBING FIXTURE COUNT (PER TABLE 2902.)
OCUPPANCY
ED ARC
H
TER
C COPYRIGHT BBL ARCHITECTS
APPLICABLE CODE 2014 OSSC
REGI
S
(CONTINUED)
ON
CODE SUMMARY
T
ITEC
3
4
5
6
EXISTING AREA OF
RESCUE ASSISTANCE
22 TO 1ST FLOOR
A
A
6.6"
DN
3
207
212
WAITING
AREA
B OCCUP
99 SF
100
1
df
1
CONF.
B OCCUP
269 SF
3
100
3
HALLWAY
HALLWAY
2
218
217
SECONDARY
ASSOC DIR
B OCCUP
119 SF
2
100
250
fec
B
201
ADMIN
B OCCUP
570 SF
6
100
1
6
204
SUPERINTENDENT
B OCCUP
273 SF
3
100
2
2
243
COORD
SPEC ED
B OCCUP
123 SF
100
2
242
WORK
AREA
B OCCUP
100 SF
100
1
1
2
248
STORAGE
222
OPEN
TO
BELOW
29
C
241
ASSOC DIR
SPEC ED
B OCCUP
114 SF
100
2
244
COORD
SPEC ED
B OCCUP
123 SF
100
2
245
COORD
SPEC ED
B OCCUP
121 SF
100
2
2
2
235
ASSOC DIR
INST SERV
B OCCUP
140 SF
2
100
246
CONF.
B OCCUP
122 SF
100
2
2
247
WAITING
AREA
B OCCUP
94 SF
1
100
1
HALLWAY
234
ASSOC DIR
ELL
B OCCUP
140 SF
2
100
2
2
PATH OF EGRESS TRAVEL
2
231
ASSOC DIR
T&L
B OCCUP
125 SF
2
100
236
OPEN OFF
INST SERV
B OCCUP
1168 SF
12
100
12
MECH / ELEC
238
2
230
DIRECTOR
EQ & INST
B OCCUP
162 SF
100
2
4/19/2015 7:06:00 PM
1
G2.2
SECOND FLOOR CODE PLAN
1/8" = 1'-0"
3
4
HALLWAY
2
228
2
EXIT AND EGRESS LOAD
C
225
DIRECTOR
T&L
B OCCUP
149 SF
100
2
X"
MINIMUM REQUIRED EXIT WIDTH REQUIRED
FOR OCCUPANT LOAD
EXIT SIGN INTERNALLY OR EXTERNALLY ILLUMINATED
FEC
226
OFFICE
B OCCUP
151 SF
2
100
ROOF
ACCESS
FIRE EXTINGUISHER CABINET
229
REQUIRED EXITS - OCCUPANT LOAD
GREATER THAN 49 AND LESS THAN 500 = 2 EXITS
STAIR
EMERGENCY EXIT ILLUMINATION - EXIT ILLUMINATION
SHALL BE PROVIDED THROUGHOUT TO MEET (1) Fc MIN.
PER OSSC 1006,SEE ELECTRICAL DRAWINGS
136
39 DN
11.7"
D
39 TO 1ST FLOOR
EXISTING AREA OF
RESCUE ASSISTANCE
2
32
MINIMUM CORRIDOR WIDTH 44"
RATED CORRIDORS NOT REQUIRED
D
1
OCCUPANCY LOAD FACTOR
CODE DATA LEGEND
HALLWAY
STORAGE
ROOM NUMBER
ROOM NAME / USE
OCCUPANCY GROUP
SQUARE FEET / AREA
NUMBER OF OCCUPANTS
6
227
2
fec
237
224
OPEN
OFFICE T & L
B OCCUP
539 SF
100
6
HALLWAY
233
COORD
T&L
B OCCUP
131 SF
2
100
CODE PLAN LEGEND
121A
STORAGE
S OCC.
120 SF
300
1
OPEN
TO
BELOW
232
239
B
2
223
SHARED
WORK
B OCCUP
270 SF
100
3
HALLWAY
3
8.7"
205
2
ASSIST
SUPERINTENDENT
B OCCUP
169 SF
100
2
220
ELEM
ASSOC DIR
B OCCUP
140 SF
2
100
DN
249
155
MEETING
LANDING
B OCCUP
240 SF
100
3
219
ASSESSMENT
COORD
B OCCUP
123 SF
100
2
2
221
OFFICE
B OCCUP
141 SF
2
100
STAIR
3
240
DIRECTOR
SSS
B OCCUP
148 SF
2
100
2
203
SHARED
CONF.
B OCCUP
108 SF
2
100
fec
206
WORK
ROOM
B OCCUP
65 SF
1
100
2
202
ASSIST
SUPERINTENDENT
B OCCUP
165 SF
100
2
216
SECONDARY
DIR
B OCCUP
186 SF
2
100
fec
3
2
SECOND FLOOR CODE FLOOR PLAN
209
5
6
COMMON PATH OF EGRESS TRAVEL
EXIST ACCESS TRAVEL DISTANCE
75' MAX.
200' MAX.
REVISIONS
208
97222
WOMEN
12400 SE FREEMAN WAY, MILWAUKIE, OREGON
MEN
215
DATE
fec
110
214
15 APR 2015
ELEV
2
ELECTRICAL
213
OPEN
OFFICE
B OCCUP
284 SF
100
3
PROJECT NUMBER
153
210
SHARED
CONF.
B OCCUP
282 SF
3
100
MECH. / JAN.
NORTH CLACKAMAS SCHOOL DISTRICT
NEW ADMINISTRATION BUILDING
REMODEL
STAIR
211
ELEM
DIRECTOR
B OCCUP
164 SF
2
100
14019.00.L
22
G2.2
E O OR E G
F
AT
LAKE OSWEGO
LANG BATES
ED ARC
H
TER
REGI
S
C COPYRIGHT BBL ARCHITECTS
ON
REMOVE EXISTING
CONCRETE FOR NEW
LANDSCAPING SHOWN HATCHED
T
ITEC
ST
EXISTING ADA RAMP
EXISTING CONCRETE
SIDEWALK TO REMAIN
EXISTING
PARKING STRIPE
ALIGN.
EXISTING
LANDSCAPING TO
REMAIN
NEW PLANTERS (2) SEE SPECIFICATIONS
ALIGN.
REMOVE EXISTING
CONCRETE FOR NEW
LANDSCAPING SHOWN HATCHED
C.J. TYP.
1
A2.2
NEW CONCRETE WALKWAY INFILL AT EXISTING
CONCRETE RAMP AREA
6'-10"
6'-3"
15'-3"
C
L
EQ
EQ
ALIGN.
4'-6"
ALIGN.
EQ
C
L
14'-7 1/4"
VERIFY
NEW CONCRETE WALKWAY INFILL AT EXISTING LANDSCAPE
AREA (RETAIN REMOVED
LANDSCAPE FOR RELOCATION)
EQ
ALIGN.
ENTRANCE CANOPY SHOWN DASHED
ALTERNATE NO. 1
NEW 6" CONCRETE
CURB - MATCH
EXISTNG
3
2
A0.1
NEW CONCRETE AT ENTRANCE
1/8" = 1'-0"
A0.1
NEW GENERATOR ON NEW
CONCRETE PAD - SEE
ELECTRICAL DRAWINGS
CE
PA
19 S
EXISTING ADA
PARKING SIGNS TO REMAIN
S
5
E
S
REMOVE EXISTING CONCRETE
FOR RELOCATED LANDSCAPING
EXISTING STRIPING
TO REMAIN - TYP.
ES
AC
SP
EXISTING ADA
PARKING SIGNS
TO REMAIN - TYP.
"
18'-0
.
T YP
REMOVE EXISTING DOOR INFILL WITH NEW STOREFRONT PANEL
INFILL EXISTING LANDSCAPING
WITH NEW CONCRETE WALK
EXISTING STRIPING
TO REMAIN - TYP.
"
10'-0
'-0"
" 8
9'-0
.
TYP
16
P
S
C
A
ING
RK
A
GP
TIN
S
I
EX
ES
7 SPAC
CE
PA
21 S
7 SPACES
S
Y
RT
E
P
O
PR
E
LIN
.
YP
T
-
EXISTING ADA
PARKING SIGN TO
REMAIN - ADD
"WHEEL CHAIR
USER ONLY" SIGN
ALTERNATE NO. 1 - ENTRANCE
CANOPY SHOWN DASHED
3
A0.1
EXISTING ADA
DESIGNATED
PARKING
SPACE
NEW SECURITY PLANTERS (2) TYP.
REMOVE EXISTING
ADA PARKING DESIGNATION
EXISTING LOADING ZONE
EXISTING PARKING
EXISTING GARBAGE/RECYCLING
4/19/2015 7:22:41 PM
107 SPACES (9'-0" WIDTH X 18'-0" LENGTH - TYPICAL)
4 ADA ACCESSIBLE SPACES
1 VAN ACCESSIBLE "WHEELCHAIR USER ONLY" SPACE
A0.1
SITE PLAN
1/32" = 1'-0"
97222
A0.1
NO CHANGE TO EXISTING PARKING EXCEPT AS NOTED
FOR REMOVAL OF ADA PARKING DESIGNATION ON
PAVEMENT AT FRONT OF BUILDING AND NEW "WHEELCHAIR
USER ONLY" SIGN.
1
SITE PLAN
ING
RK
A
GP
TIN
S
I
EX
REMOVE EXISTING
CONCRETE FOR NEW
LANDSCAPING
REVISIONS
REMOVE
EXISTING ADA
PARKING SPACE
DESIGNATION
S
12400 SE FREEMAN WAY, MILWAUKIE, OREGON
CE
PA
6S
DATE
S
15 APR 2015
CE
PA
21 S
PROJECT NUMBER
EXISTING BUILDING
14019.00.L
AY
W
N
MA
E
E
R
SE F
AY
W
AN
M
EE
R
F
SE
NORTH CLACKAMAS SCHOOL DISTRICT
NEW ADMINISTRATION BUILDING
REMODEL
NEW SIGNAGE
AT EXISTING
LOCATION
2
A0.1
ENLARGED SITE PLAN
1/16" = 1'-0"
2. CONTRACTOR TO PATCH, REPAIR AND PAINT (REFINISH) SURFACES AND
BUILDING ELEMENTS DAMAGED BY ADDITION OR REMOVAL OF MECHANICAL
AND ELECTRICAL ITEMS.
3. PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING SURFACES WHERE
ITEMS ARE REMOVED OR ALTERED. FIELD VERIFY EXTENT OF REQUIRED
REPAIRS.
4. PROVIDE TEMPORARY BRACING AND SHORING OF EXISTING STRUCTURAL
ELEMENTS AS REQUIRED FOR DEMOLITION OR NEW CONSTRUCTION UNTIL
STRUCTURAL SYSTEMS AND MODIFICATIONS ARE SECURE AND IN PLACE.
6. COORDINATE ITEMS TO BE SALVAGED TO OWNER WITH THE
SPECIFICATIONS AND OWNER'S REPRESENTATIVE.
7. PROTECT ALL ITEMS NOT NOTED TO BE REMOVED (FIELD VERIFY ALL
CONDITIONS) AND COORDINATE ALL WORK WITH OWNER TO MINIMIZE
DISRUPTION TO EXISTING FACILITIES OPERATIONS.
8. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO
START OF DEMOLITION. PROTECT UTILITIES TO REMAIN IN SERVICE.
3
4
5
6
7
8
9
10
12
13
14
15
16
17
5
6
18
19
20
21
22
119A
129A
23
OFFICE
CLOSET
2
OFFICE
DEMOLITION FLOOR PLAN LEGEND
1/8" = 1'-0"
UP
16
EXISTING DOOR(S) T0 BE REMOVED
OFFICE
TYP.
136B
12
21
D
EXISTING RELIGHT T0 BE REMOVED
5
6
1
FIRST FLOOR DEMOLTION PLAN
1/8" = 1'-0"
E O OR E G
F
EXISTING WALL T0 REMAIN
EXISTING WINDOW T0 REMAIN
A1.1
LAKE OSWEGO
EXISTING WALL T0 BE REMOVED
STAIR
136
4
LANG BATES
20
EXISTING DOOR TO REMAIN
3
97222
13D
OFFICE
17
12
28D
3
8
2
27D
4
OFFICE
OFFICE
REMOVE PORTION OF CMU 23
AND BRICK VENEER WALL
FOR NEW DOOR. LOCATE
EXISTING REBAR IN WALL.
COORDINATE LOCATION OF
NEW DOOR OPENING WITH
ARCHITECT AND STRUCTURAL
ENGINEER BEFORE
BEGINNING DEMOLITION
12
HALLWAY
43D
1
4/19/2015 7:19:43 PM
26
C
OFFICE
OPEN OFFICE
35D
26
CLOSET
D
OFFICE
FIRST FLOOR - DEMOLITION FLOOR PLAN
IT
38D
CLOSET
7
39D
STORAGE
136A
26
12
12
8
TYP.
1
28
9
12
9
33D
26
14D
28
1
OPEN OFFICE
17
26D
9
26
OPEN OFFICE
OFFICE
44D
37D
26
6
STORAGE
TYP.
26
25D
7
KITCHEN
1'-11"
28
OFFICE
REVISIONS
8'-6"
VERIFY
B
12
24D
OPEN OFFICE
HALLWAY
12
17
12D
HALLWAY
OFFICE
20D
19D
10
C
12
OFFICE
10
10
12
28
OFFICE
9
29D
6'-11"
VERIFY
REST
ROOM
BREAK
ROOM
30D
12'-7"
HALLWAY
10
8D
9D
40D
41D
6
JANITOR
OFFICE
12
27
28
KITCHEN
9
16D
7D
13
4
31D
10
OFFICE
25
26
21D
13
28
RESTROOM
24
17'-8"
VERIFY
28
CONFERENCE
10
130
IT
CLOSET
15D
18D
15
129
9
13
RESTROOM
OFFICE
RECEPT.
OFFICE
17D
ENTRY
STORAGE
9
15
40'-4"
VERIFY
STOR.
18'-10"
VERIFY
9
27
IT
CLOSET
8
28
ELECTRICAL
10
36D
CLOSET
7
12
MEETING
HALLWAY
32D
17'-4"
VERIFY
12
3D
9
28
3
HALLWAY
OPEN OFFICE
6D
HALLWAY
4D
CLOSET
2D
2
14
6
MECH
130A
2
1
6
4
7
19
11D
114
34D
112
5D
22
10D
RR
112A
15
HALLWAY
21
OFFICE
18
RR
116A
19
1
ENTRY
42D
OFFICE
116
114A
18
5
B
TYP.
OPEN OFFICE
1
1D
17
UP
16
25
115A
115
12
DATE
153A
MECHANICAL/
JANITOR
24
23D 22D
153
A
HALLWAY
ELEV
MACHINE
ROOM
CLOSET
STAIR
14'-0"
VERIFY
A
ST
12400 SE FREEMAN WAY, MILWAUKIE, OREGON
4
15 APR 2015
3
PROJECT NUMBER
2
14019.00.L
1
AT
2
REMOVE EXISTING CARPET AND BASE THROUGHOUT
UNLESS NOTED OTHERWISE.
REMOVE EXISTING DOORS & HARDWARE, TYPICAL.
SALVAGE DOORS FOR REINSTALLATION AT NEW
LOCATIONS. SALVAGE HARDWARE TO OWNER.
REMOVE EXISTING INTERIOR RELIGHTS, TYP.
REMOVE EXISTING PACKAGED STEEL DOOR
FRAMES, TYP.
REMOVE WOOD PANELING AT ENTRY WALLS.
REMOVE EXISTING WALLS, TYPICAL. (FULL HEIGHT).
REMOVE EXISTING ELECTRICAL RECEPTACLES,
SURFACE MOUNTED CONDUIT, AND ELECTRICAL
DEVICES ON WALLS THROUGHOUT UNLESS OTHERWISE
NOTED. SEE ELECTRICAL DRAWINGS.
EXISTING CMU WALL AND BRICK VENEER TO REMAIN.
REMOVE EXISTING CABINETRY.
REMOVE EXISTING SINK AND CAP PIPING. SEE
PLUMBING DRAWINGS.
EXISTING COLUMNS, EXISTING GYPSUM BOARD AND
FRAMING AT COLUMNS, OR EXISTING BRICK VENEER
AT COLUMNS, TO REMAIN, TYPICAL.
REMOVE EXISTING PLUMBING FIXTURES. CAP PIPING.
SEE PLUMBING DRAWINGS.
REMOVE EXISTING DRINKING FOUNTAIN. SEE
PLUMBING DRAWINGS.
REMOVE EXISTING FLOORING.
EXISTING STAIRS TO REMAIN. PROTECT.
EXISTING HORIZONTAL LOUVER BLINDS TO REMAIN.
PULL BLINDS UP TO TOP OF WINDOW AND WRAP WITH
PROTECTIVE COVER. UNWRAP AND CLEAN AFTER
CONSTRUCTION IS COMPLETE, TYP.
REMOVE EXISING WATER CLOSET. RETAIN FOR
REINSTALLATION AFTER NEW FLOORING IS INSTALLED.
REMOVE EXISTING SHEET VINYL FLOORING.
EXISTING FLOORING TO REMAIN.
REMOVE EXISTING ALUMINUM ENTRANCE
STOREFRONT SYSTEM.
REMOVE EXISTING ALUMINUM ENTRANCE /
STOREFRONT SYSTEM. RETAIN FOR RELOCATION.
DEMOLISH EXISTING CMU / BRICK VENEER WALL
ASSEMBLY AS REQUIRED FOR NEW DOOR
INSTALLATION.
REMOVE EXISTING GLASS AND FRAME, AS REQUIRED,
AT EXISTING ALUMINUM STOREFRONT SYSTEM FOR
NEW DOOR INSTALLATION.
EXISTING CARPET TO REMAIN. PROTECT.
DEMOLISH EXISTING CONCRETE SLAB AS REQUIRED
FOR NEW FLOOR OUTLETS - COORDINATE WITH
ELECTRICAL DRAWINGS.
REMOVE EXISTING SHOWER, CAP PIPING.
DEMOLISH EXISTING CONCRETE SLAB AS REQUIRED
FOR NEW FOOTINGS AND MECHANICAL DUCTWORK COORDINATE WITH STRUCTURAL AND MECHANICAL
DRAWINGS. VERIFY ALL DIMENSIONS.
ED ARC
H
TER
1
NORTH CLACKAMAS SCHOOL DISTRICT
NEW ADMINISTRATION BUILDING
REMODEL
C COPYRIGHT BBL ARCHITECTS
1. PROVIDE TEMPORARY DUSTPROOF PARTITIONS AS REQUIRED TO
PROTECT ALL EXISTING AREAS FROM DAMAGE DUE TO DEMOLITION OR NEW
CONSTRUCTION.
REGI
S
DEMOLITION NOTES
ON
GENERAL DEMOLITION NOTES
T
ITEC
A1.1
2. CONTRACTOR TO PATCH, REPAIR AND PAINT (REFINISH) SURFACES AND
BUILDING ELEMENTS DAMAGED BY ADDITION OR REMOVAL OF MECHANICAL
AND ELECTRICAL ITEMS.
3. PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING SURFACES WHERE
ITEMS ARE REMOVED OR ALTERED. FIELD VERIFY EXTENT OF REQUIRED
REPAIRS.
4. PROVIDE TEMPORARY BRACING AND SHORING OF EXISTING STRUCTURAL
ELEMENTS AS REQUIRED FOR DEMOLITION OR NEW CONSTRUCTION UNTIL
STRUCTURAL SYSTEMS AND MODIFICATIONS ARE SECURE AND IN PLACE.
6. COORDINATE ITEMS TO BE SALVAGED TO OWNER WITH THE
SPECIFICATIONS AND OWNER'S REPRESENTATIVE.
3
4
5
6
7
8
9
10
7. PROTECT ALL ITEMS NOT NOTED TO BE REMOVED (FIELD VERIFY ALL
CONDITIONS) AND COORDINATE ALL WORK WITH OWNER TO MINIMIZE
DISRUPTION TO EXISTING FACILITIES OPERATIONS.
8. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO
START OF DEMOLITION. PROTECT UTILITIES TO REMAIN IN SERVICE.
11
12
13
14
1
2
3
4
5
6
15
16
17
18
19
20
21
A
A
7
17
25
STAIR
12
250A
153
110
23
12
ELEV
MECH. / JAN.
14
214
TYP.
ELECTRICAL
22
18
MEN
WOMEN
208
209
22
215
23
70D
7
214A
DN
24
25
IT ROOM
24
G
OF OR E
LAKE OSWEGO
AT
E
2
REMOVE EXISTING CARPET AND BASE THROUGHOUT
UNLESS NOTED OTHERWISE.
REMOVE EXISTING DOORS & HARDWARE, TYPICAL.
SALVAGE DOORS FOR REINSTALLATION AT NEW
LOCATIONS. SALVAGE HARDWARE TO OWNER.
REMOVE EXISTING INTERIOR RELIGHTS.
REMOVE EXISTING PACKAGED STEEL DOOR
FRAMES.
REMOVE EXISTING WALLS, TYPICAL. (FULL HEIGHT).
REMOVE EXISTING ELECTRICAL RECEPTACLES AND
ELECTRICAL DEVICES ON WALLS. SEE ELECTRICAL
DRAWINGS.
REMOVE EXISTING COUNTERTOPS.
EXISTING COLUMNS, EXISTING GYPSUM BOARD AND
FRAMING AT COLUMNS, TO REMAIN, TYPICAL.
REMOVE EXISTING CABINETRY.
REMOVE EXISTING SINK AND CAP PIPING. SEE
PLUMBING DRAWINGS.
REMOVE EXISTING FRAMED LOW WALL, PLATFORM,
AND STEPS.
REMOVE EXISTING SINKS. PIPING TO REMAIN FOR
CONNECTION TO NEW SINKS AT SAME LOCATION. SEE
PLUMBING DRAWINGS.
EXISTING ELECTRICAL CLOSET, AND ELECTRICAL
PANEL TO REMAIN. SEE ELECTRICAL DRAWINGS.
EXISTING HORIZONTAL LOUVER BLINDS TO REMAIN.
PULL BLINDS UP TO TOP OF WINDOW AND WRAP WITH
PROTECTIVE COVER. UNWRAP AND CLEAN AFTER
CONSTRUCTION IS COMPLETE, TYPICAL.
REMOVE EXISTING DRINKING FOUNTAIN. SEE
PLUMBING DRAWINGS.
REMOVE ELECTRICAL CLOSET AND ELECTRICAL
PANEL. SEE ELECTRICAL DRAWINGS FOR
RELOCATION.
REMOVE EXISTING ELECTRICAL PANEL. SEE
ELECTRICAL DRAWINGS FOR RELOCATION,
REMOVE EXISTING RAISED FLOORING AND FLOORING
SUPPORT SYSTEM.
REMOVE EXISTING HANDRAIL.
REMOVE ALL ELECTRICAL DEVICES. SEE
ELECTRICAL DRAWINGS.
REMOVE EXISTING FLOOR/METAL DECK ASSEMBLY.
REMOVE PORTION OF EXISTING ELECTRICAL DUCT
SYSTEM IN FLOOR. PROVIDE TEMPORARY BRACING
AND SHORING AS REQUIRED. SEE GENERAL
DEMOLITION NOTES. VERIFY ALL DIMENSIONS
BEFORE BEGINNING DEMOLITION.
LANG BATES
1
ED ARC
R
E
H
T
C COPYRIGHT BBL ARCHITECTS
1. PROVIDE TEMPORARY DUSTPROOF PARTITIONS AS REQUIRED TO
PROTECT ALL EXISTING AREAS FROM DAMAGE DUE TO DEMOLITION OR NEW
CONSTRUCTION.
REGI
S
DEMOLITION NOTES
ON
GENERAL DEMOLITION NOTES
T
ITEC
ST
REMOVE PORTION OF EXISTING WALL FOR NEW
DOOR OPENING.
REMOVE EXISTING FRAMED WALL TO EXPOSE
EXISTING WINDOWS.
SALVAGE EXISTING DATA RACK TO OWNER.
EXISTING FLOORING TO REMAIN. PROTECT.
2
208A
1
HALLWAY
8
53D
8
5
B
9
BREAK ROOM
21
2
38'-2"
VERIFY
OFFICE
4
OPEN OFFICE
9
OFFICE
59D
57D
18'-1"
VERIFY
14
3
58D
HALLWAY
ELEC
16
CLOSET
21
CLOSET
1
9
6
54D
6
9
56D
TYP.
OPEN OFFICE
OFFICE
OFFICE
68D
30'-3"
VERIFY
8OFFICE
8
3
OFFICE
5
1
2
6
OPEN OFFICE
64D
OFFICE
OFFICE
VEST.
62D
6
CONFERENCE
PLATFORM
63D
11
MECH / ELEC
14
13
DEMOLITION FLOOR PLAN LEGEND
STAIR
EXISTING DOOR(S) T0 BE REMOVED
136
25
TYP.
229A
DN
EXISTING WALL T0 BE REMOVED
EXISTING RELIGHT T0 BE REMOVED
EXISTING DOOR TO REMAIN
4/20/2015 4:46:30 PM
1
2
3
4
5
6
EXISTING WALL T0 REMAIN
EXISTING WINDOW T0 REMAIN
1
A1.2
SECOND FLOOR DEMOLITION PLAN
1/8" = 1'-0"
REVISIONS
D
DATE
D
15 APR 2015
238A
5
238
5
HALLWAY
61D
4
228A
66D
C
60D
65D
C
8
8
PROJECT NUMBER
TYP.
39'-3"
VERIFY
STORAGE
14
9
67D
14019.00.L
RECEPT.
10
OPEN OFFICE
69D
9'-3"
VERIFY
SECOND FLOOR - DEMOLITION FLOOR PLAN
206A
HALLWAY
13
ELEC
CLOSET
RECEPT.
97222
B
3
12400 SE FREEMAN WAY, MILWAUKIE, OREGON
8
5
1
52D
4
4
15
D
0
5
OPEN OFFICE
23'-11"
5
1D
16'-6"
VERIFY
BREAK ROOM
19
209A
NORTH CLACKAMAS SCHOOL DISTRICT
NEW ADMINISTRATION BUILDING
REMODEL
2
55D
10
16'-1"
VERIFY
9
20
A1.2
3. PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING SURFACES WHERE
ITEMS ARE REMOVED OR ALTERED. FIELD VERIFY EXTENT OF REQUIRED
REPAIRS.
5
4. PROVIDE TEMPORARY BRACING AND SHORING OF EXISTING STRUCTURAL
ELEMENTS AS REQUIRED FOR DEMOLITION OR NEW CONSTRUCTION UNTIL
STRUCTURAL SYSTEMS AND MODIFICATIONS ARE SECURE AND IN PLACE.
6
7
6. COORDINATE ITEMS TO BE SALVAGED TO OWNER WITH THE
SPECIFICATIONS AND OWNER'S REPRESENTATIVE.
8
7. PROTECT ALL ITEMS NOT NOTED TO BE REMOVED (FIELD VERIFY ALL
CONDITIONS) AND COORDINATE ALL WORK WITH OWNER TO MINIMIZE
DISRUPTION TO EXISTING FACILITIES OPERATIONS.
8. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO
START OF DEMOLITION. PROTECT UTILITIES TO REMAIN IN SERVICE.
1
2
3
4
5
9
10
11
G
OF OR E
AT
E
4
LAKE OSWEGO
2. CONTRACTOR TO PATCH, REPAIR AND PAINT (REFINISH) SURFACES AND
BUILDING ELEMENTS DAMAGED BY ADDITION OR REMOVAL OF MECHANICAL
AND ELECTRICAL ITEMS.
REMOVE EXISTING ACOUSTICAL CEILING TILE.
REMOVE EXISTING T-BAR CEILING GRID, TYPICAL.
REMOVE EXISTING HVAC GRILLES. SEE MECHANICAL
DRAWINGS.
REMOVE EXPOSED CONDUIT AND ELECTRICAL
DEVICES AT EXISTING CEILINGS. SEE ELECTRICAL
DRAWINGS.
REMOVE EXISTING GYPSUM BOARD CEILING.
COORDINATE WITH DEMOLITION OF EXISTING
DUCTWORK AND GRILLES. SEE MECHANICAL
DRAWINGS.
REMOVE EXISTING WALLS, TYPICAL. (FULL HEIGHT).
REMOVE EXISTING LIGHT FIXTURES. SALVAGE FOR
REINSTALLATION. COORDINATE DEMOLITION WITH
ELECTRICAL DRAWINGS.
REMOVE EXISTING METAL/DECK / FLOOR ASSEMBLY
ABOVE. PROVIDE TEMPORARY BRACING AND
SHORING AS REQUIRED. SEE GENERAL DEMOLITION
NOTES. SEE SHEET A1.2 SECOND FLOOR DEMOLITION FLOOR PLAN.
LANG BATES
1
2
3
ED ARC
R
E
H
T
C COPYRIGHT BBL ARCHITECTS
1. PROVIDE TEMPORARY DUSTPROOF PARTITIONS AS REQUIRED TO
PROTECT ALL EXISTING AREAS FROM DAMAGE DUE TO DEMOLITION OR NEW
CONSTRUCTION.
REGI
S
DEMOLITION NOTES
ON
GENERAL DEMOLITION NOTES
T
ITEC
ST
EXISTING CEILING TO REMAIN.
EXISTING LIGHT FIXTURES TO REMAIN.
REMOVE EXISTING WOOD PANELLING, TYP.
6
A
A
9
ELEV
MACHINE
10 ROOM
10
3
4
9
9
6
10
RR
RR
112
114
9
5
IT
CLOSET
10
6
STORAGE
OFFICE
OFFICE
OFFICE
B
BREAK
ROOM
CLOSET
7
2
IT
CLOSET
HALLWAY
HALLWAY
OPEN OFFICE
10
7
4
ENTRY
1
9
130
STORAGE
KITCHEN
REST
ROOM
OFFICE
B
RESTROOM
OFFICE
RESTROOM
RECEPT.
HALLWAY
ENTRY
8
CONFERENCE
OFFICE
5
HALLWAY
JANITOR
OFFICE
HALLWAY
4
KITCHEN
3
4
OPEN OFFICE
OPEN OFFICE
REMOVE 2' X 4' ACOUSTIC CEILING TILE GRID
STAIR
REMOVE 2' X 2' ACOUSTIC CEILING TILE GRID
136
OFFICE
CLOSET
D
DEMOLITION REFLECTED CEILING PLAN
LEGEND
HALLWAY
OFFICE
7
IT
CLOSET
7
OFFICE
5
C
OFFICE
6
HALLWAY
CLOSET
6
3
OPEN OFFICE
OFFICE
C
STORAGE
STORAGE
HALLWAY
OFFICE
OFFICE
OFFICE
9
REMOVE 2' X 4' TROFFER DIFFUSER
10
D
REMOVE 2' X 2' FLUORESCENT LIGHT FIXTURE
REMOVE SUSPENDED LIGHT FIXTURE
EXISTING WALL T0 BE REMOVED
1
2
3
4
5
6
EXISTING WALL T0 REMAIN
4/20/2015 4:48:10 PM
EXISTING WINDOW T0 REMAIN
1
A1.3
FIRST FLOOR - DEMOLITION REFLECTED CEILING PLAN
1/8" = 1'-0"
FIRST FLOOR - DEMOLITION REFLECTED CEILING PLAN
OFFICE
8
REVISIONS
CLOSET
97222
4
DATE
4
12400 SE FREEMAN WAY, MILWAUKIE, OREGON
OFFICE
15 APR 2015
MEETING
PROJECT NUMBER
7
NORTH CLACKAMAS SCHOOL DISTRICT
NEW ADMINISTRATION BUILDING
REMODEL
3
14019.00.L
2
129
10
ELEV
110
1
116
115
11
153
OFFICE
HALLWAY
10
OFFICE
ELECTRICAL
9
CLOSET
STAIR
MECH
OPEN OFFICE
STORAGE
9
MECHANICAL/
JANITOR
A1.3
2. CONTRACTOR TO PATCH, REPAIR AND PAINT (REFINISH) SURFACES AND
BUILDING ELEMENTS DAMAGED BY ADDITION OR REMOVAL OF MECHANICAL
AND ELECTRICAL ITEMS.
3. PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING SURFACES WHERE
ITEMS ARE REMOVED OR ALTERED. FIELD VERIFY EXTENT OF REQUIRED
REPAIRS.
4. PROVIDE TEMPORARY BRACING AND SHORING OF EXISTING STRUCTURAL
ELEMENTS AS REQUIRED FOR DEMOLITION OR NEW CONSTRUCTION UNTIL
STRUCTURAL SYSTEMS AND MODIFICATIONS ARE SECURE AND IN PLACE.
6. COORDINATE ITEMS TO BE SALVAGED TO OWNER WITH THE
SPECIFICATIONS AND OWNER'S REPRESENTATIVE.
4
REMOVE EXISTING LIGHT FIXTURES WITH INTEGRAL
VENTILATION GRILLES AND INFILL PANELS. SALVAGE
FOR REINSTALLATION. COORDINATE DEMOLITION
AND REINSTALLATION WITH ELECTRICAL DRAWINGS
AND MECHANICAL DRAWINGS.
5
6
REMOVE EXISTING LIGHT FIXTURES
REMOVE EXISTING HVAC GRILLES. SEE MECHANICAL
DRAWINGS.
REMOVE ELECTRICAL DEVICES AT EXISTING CEILING.
SEE ELECTRICAL DRAWINGS.
REMOVE EXISTING WALLS, TYPICAL. (FULL HEIGHT).
EXISTING CEILING TO REMAIN.
EXISTING LIGHT FIXTURES TO REMAIN.
OPENING FOR NEW SKYLIGHT ABOVE SHOWN
DASHED. COORDINATE OPENING SIZE WITH SKYLIGHT
CURB DIMENSION.
REMOVE EXISTING ACOUSTICAL CEILING TILES AS
REQUIRED FOR NEW LIGHTING, TYPICAL. SALVAGE
UNDAMAGED TILES FOR RELOCATION. SEE
ELECTRICAL DRAWINGS.
REMOVE EXISTING T-BAR CEILING.
7
7. PROTECT ALL ITEMS NOT NOTED TO BE REMOVED (FIELD VERIFY ALL
CONDITIONS) AND COORDINATE ALL WORK WITH OWNER TO MINIMIZE
DISRUPTION TO EXISTING FACILITIES OPERATIONS.
8. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO
START OF DEMOLITION. PROTECT UTILITIES TO REMAIN IN SERVICE.
8
9
10
11
12
13
1
2
3
4
5
G
OF OR E
LAKE OSWEGO
AT
E
2
3
REMOVE EXISTING ACOUSTICAL CEILING TILE.
SALVAGE FOR REINSTALLATION.
EXISTING T-BAR CEILING GRID TO REMAIN.
REMOVE PORTION OF EXISTING T-BAR CEILING GRID
AS REQUIRED FOR INSTALLATION OF NEW DUCT
WORK. RETAIN UNDAMAGED TILES FOR
REINSTALLATION OR RELOCATION. SEE MECHANICAL
DRAWINGS.
LANG BATES
1
ED ARC
R
E
H
T
C COPYRIGHT BBL ARCHITECTS
1. PROVIDE TEMPORARY DUSTPROOF PARTITIONS AS REQUIRED TO
PROTECT ALL EXISTING AREAS FROM DAMAGE DUE TO DEMOLITION OR NEW
CONSTRUCTION.
REGI
S
SHEET NOTES
ON
GENERAL DEMOLITION NOTES
T
ITEC
ST
6
GENERAL NOTES
1.
A
TOTAL OF REMOVED T-BAR CEILING GRID SHALL
NOT EXCEED 49% OF EXISTING
A
9
9
9
2
STAIR
10
153
ELEV
110
MEN
WOMEN
208
209
9
10
MECH. / JAN.
ELECTRICAL
214
215
5
IT ROOM
10
10
12
BREAK ROOM
OPEN OFFICE
1
HALLWAY
4
5
8
13
6
8
2
RECEPT.
3
7
B
B
5
OPEN OFFICE
5
8
6
6
13
OFFICE
10
7
7
OFFICE
OPEN OFFICE
OFFICE
OFFICE
OFFICE
C
C
OFFICE
5
10
5
HALLWAY
STORAGE
8
12
2
OPEN OFFICE
OFFICE
2
OFFICE
VEST.
1
10
10
2
3
DEMOLITION REFLECTED CEILING PLAN
LEGEND
CONFERENCE
9
MECH / ELEC
238
10
ROOF
ACCESS
STAIR
229
136
REMOVE 2' X 4' ACOUSTIC CEILING TILE GRID
D
REMOVE 2' X 4' TROFFER DIFFUSER
REMOVE SUSPENDED LIGHT FIXTURE
EXISTING WALL T0 BE REMOVED
2
3
4
5
14019.00.L
D
1
SECOND FLOOR - DEMOLITION REFLECTED CEILING PLAN
4
13
4
11
REVISIONS
HALLWAY
97222
1
11
DATE
CLOSET
1
15 APR 2015
11
12
12400 SE FREEMAN WAY, MILWAUKIE, OREGON
BREAK ROOM
PROJECT NUMBER
1
HALLWAY
RECEPT.
OPEN OFFICE
NORTH CLACKAMAS SCHOOL DISTRICT
NEW ADMINISTRATION BUILDING
REMODEL
1
6
4/20/2015 4:50:53 PM
EXISTING WALL T0 REMAIN
EXISTING WINDOW T0 REMAIN
1
A1.4
SECOND FLOOR - DEMOLITION REFLECTED CEILING PLAN
1/8" = 1'-0"
EXISTING 2' X 4' TROFFER DIFFUSER TO REMAIN
A1.4
092901
5/8" TYPE 'X' ONE SIDE
NOT AT SIM.
5/8" TYPE 'X'PAINT - ONE SIDE
NOT AT SIM.
5/8" TYPE 'X'PAINT
092313
092901
064102
5/8" - ONE SIDE
AT SIM. ONLY
092313
5/8" TYPE 'X' ONE SIDE
5/8" TYPE 'X'PAINT
A
C
B
092901
5/8" TYPE 'X'ONE SIDE
5/8" - ONE SIDE
092313
6
A4.1
NOTE: SEE
FOR P-LAM
WAINSCOT
DETAIL
WALL TYPES
6
A4.1
NOTE: SEE
E
D
092901
092313
092313
G
F
AIR GAP - VERIFY
DEPTH FOR
ALIGNMENT
PURPOSES
FOR P-LAM
WAINSCOT
DETAIL
5/8" TYPE 'X'PAINT
092901
042201
ALIGN WITH
EXISTING CMU SEE STRUCTURAL
7
A4.1
NOTE: SEE
ST
092101
1/2" - PAINT
5/8" TYPE 'X'PAINT
064106
064106
NONE AT SIM.
064106
AT SIM. ONLY
092901
092101
1/2" - ONE SIDE
092901
AT SIM. ONLY
042201
ALIGN WITH
EXISTING CMU - SEE
STRUCTURAL
3 5/8"
AT 16" O.C.
3 5/8"
AT 16" O.C.
064102
5/8" TYPE 'X'ONE SIDE
092901
1 5/8"
AT 16" O.C.
092905
092905
3 5/8" AT 16" O.C.
092905
092901
092901
092905
7/8" HORIZ.
E O OR E G
F
7/8" HORIZ.
6" AT 16" O.C.
AT
074108
LAKE OSWEGO
074108
LANG BATES
3 5/8"
AT 16" O.C.
ED ARC
H
TER
C COPYRIGHT BBL ARCHITECTS
3 5/8"
AT 16" O.C.
092905
1 5/8"
AT 16" O.C.
REGI
S
092905
ON
092905
092905
T
ITEC
FOR P-LAM
WALL COVER
DETAIL
I
H
NOTE: SEE
7
A4.1
FOR P-LAM
WALL COVER
DETAIL
1 1/2" = 1'-0"
30'-0"
A1.6
A3.1
OPP.
A
C
A 148A
SND SYS
A
2'-4"
2'-7 3/4"
3'-0"
10
HALLWAY
147A
149
A
A
146A
ALIGN
A
STORAGE
B
146F
A
J
C
B
A
A
147A
146G
A
A
J
147B
J
148
8"
3'-0"
7'-0"
5'-10"
5'-2"
2'-7"
5'-10"
8'-8 1/2"
9 1/2"
29'-0"
MEETING
ROOM
7
1'-8"
5'-10"
8
8
A4.3
AS
REQ'D
C
10'-1 1/2"
143
13'-4"
SHARED
CONF.
151A
A
A
B
COMMUNITY
RELATIONS
B
BREAK
ROOM
146D
146E
4
4/20/2015 6:14:56 PM
2
139A
5'-2"
11 1/2"
6
B
3
ALIGN
126A
140
OFFICE
E
13'-8 1/2"
A
DIR COMM
RELATIONS
138
3
3
A1.6
A1.6
129A
A
4'-10 1/2"
1'-0"
ALIGN
C
CONF.
F
134
3
A
A
7
A
BUSINESS OP
A
135A
133
F
A1.6
BUS. OP.
DIRECTOR
135
5'-0"
7'-0 1/2"
17'-11 1/2"
10'-2"
STAIR
UP
A
136
3
137
137A
D
9
11 1/2"
19'-2 1/2"
4
5
CONCRETE MASONRY UNITS
PARTICLEBOARD
HIGH PRESSURE LAMINATE [(ALL SURFACES
AND EDGES)]
METAL FURRING
STEEL AND GYPSUM COMPOSITE PANEL
ACOUSTICAL INSULATION
GYPSUM BOARD
METAL STUDS
STORAGE
SIM.
9'-10"
1
A2.1
fec
139
A4.3
2
A2.1
3
6
ED. FOUND.
DIRECTOR
140A
A
5
A4.3
134A
F
7
145B
132
FS SUPR.
A
6
4
D
142
G
141
8
D
G
A
A
A4.3
074108
092101
092313
092901
092905
BUSINESS OP
B
A
A
F
042201
064102
064106
.1'-0"
7
9'-0"
6
KEYNOTES
ALIGN
144A
A
5 1/2"
15'-8"
10'-2 1/2"
A
SHARED
CONF.
A
A
B
11
I
6
A
F
13'-4"
6'-1"
10'-0"
144
145
8
A4.3
6'-7"
F
7
13
5
7
C
SIM.
5'-2"
146
SIM.
F
A
B
A
ALIGN
21'-2 1/2"
123
A
B
ALIGN
A
10'-7"
117A
6'-10"
151
H
8'-4 1/2"
A
A4.3
A1.6
124A
FS OPEN
OFFICE
1'-8"
6
3
A
HALLWAY
I
B
A
SHARED
WORKROOM
127
124
B
11 1/2"
1'-8 1/2"
10'-3"
8
B
ALIGN
11'-2 1/2"
A
1 1/2" 11'-2 1/2"
11
11
12
13
ALTERNATE NO. 8 - NEW INTERIOR ALUMINUM
ENTRANCE / STOREFRONT SYSTEM - SHOWN
DASHED. SEE SPECIFICATION.
RELOCATED EXISTING ALUMINUM ENTRANCE IN NEW
STOREFRONT SYSTEM.
INFILL EXISTING ALUMINUM STOREFRONT ENTRANCE
FRAME WITH NEW GLASS. MATCH EXISTING. SEE
SPECIFICATION.
INFILL EXISTING ALUMINUM STOREFRONT FRAME WITH
NEW ALUMINUM STOREFRONT ENTRANCE DOOR.
NEW HOLLOW METAL DOOR AND FRAME AT EXISTING
CMU / BRICK VENEER WALL.
CUSTOM CASEWORK. SEE INTERIOR ELEVATIONS.
MARKERBOARD. SEE SPECIFICATION FOR
LOCATION, NUMBER, SIZE, AND MOUNTING HEIGHT
INFORMATION.
FABRIC WRAPPED WALL PANEL (TACKABLE). SEE
SPECIFICATION FOR LOCATION, NUMBER, SIZE AND
MOUNTING HEIGHT INFORMATION.
NEW CARD READER. SEE ELECTRICAL DRAWINGS.
NEW SPANDREL GLASS UNITS IN NEW STOREFRONT
SYSTEM.
LINE OF OPENING ABOVE SHOWN DASHED.
LINE OF OPENING ABOVE SHOWN DASHED.
NEW WALL TO UNDERSIDE OF EXSTING STAIRS.
NEW CONCRETE INFILL TO LEVEL WITH EXISTING
FLOOR SLAB.
14019.00.L
101A
101
A
105
FS
VAULT/REC
B
A4.2
106
A
122
A
1
11
CONF. A
I
150
1
A1.6
F
152
BREAK-OUT
ROOM
131
A
8'-6 1/2"
2
104
STAIR
4'-4"
101B
103
128
9
10
CFO OFFICE
9'-5 1/2"
4
102
146B
9
9
7"
'-
9 1/2"
8'-6"±
ENTRY
ALIGN
RECEPTION
A4.3
143A
A
4
6
1
'-
A
HR STORAGE
128A
A
OFFICE
8"
6'-9 1/2"
ALIGN
11 1/2"
121
fec
A3.1
MAIL
A
PRV/CONF.
G
2"
1/
I
F
OPEN OFFICE
HALLWAY
I
12'-4"
1
3
'-
6
11'-2"
8'-8 1/2"
3
42°
30'-0"
A
"
122A
6
151B fec
6'-8"
C
ALIGN
7'-0"
9
D
A
8'-5"
7A
10
3
8'-4"
103A
6
107
A2.1
7'-2 1/2"
C
145A
B
ALIGN
7'-6"
A
113A
147B
A4.3
D
A
CONF. /
OFFICE
130A
3
118
ALIGN
SCH CH/ ST
PLCMNT
B
A
STORAGE
2
A
111A
6
4'-9 1/2"
B
A
6
5'-0"
MIN.
CLR.
D
8 1/2"
117 A
104A
A
UNISEX
6
7
8
G
H
4
5
131A
113
130
9'-7"
111
109
E
118A
129
142A
MEN'S
B
11'-8 1/2"
WOMEN'S
B
A
7 1/2"
116A
A
146C
HALLWAY
108
B
ALIGN
105A
A
114A
1'-1 1/2"
COMMUNITY
LIAISONS
B
6'-1 1/2"
5'-6"
12'-4 1/2"
126
A
A
G
A4.1
ELECTRICAL
8'-5"
1
SIM.
B B
MECH
9'-6"
114
112A
8'-3 1/2"
2'-5"±
112
ALIGN
fec
29'-0"
3
RR
13'-10"
B
RR
A
119
ALIGN
110
125
ASSOC DIR
HR
120
138A
ELEV
.
9'-2 1/2"
B
.
HR OPEN
OFFICE
116
DIRECTOR
HR
ASSOC DIR
HR
120A
UP
115A
115
1
11'-0"
153A
3
A
19'-9 1/2"
12
B
119A
A
2
9
MECHANICAL/
JANITOR
10'-0 1/2"
153
B
1'-0"
14'-2"±
A1.6
2'-2"
7'-10 1/2"
154
STAIR
ELEV
MACHINE
ROOM
154A
14'-2 1/2"
125A
4'-9"
STORAGE
13'-11 1/2"
2
1
FIRST FLOOR PLAN
A3.1
REVISIONS
A3.1
SHEET NOTES
97222
4
A2.1
3
12400 SE FREEMAN WAY, MILWAUKIE, OREGON
3
DATE
1
15 APR 2015
2
7 1/2"
A
30'-0"
9'-5 1/2"
5'-4 1/2"
30'-0"
6
PROJECT NUMBER
30'-0"
5
136A
30'-0 5/8"
4
NORTH CLACKAMAS SCHOOL DISTRICT
NEW ADMINISTRATION BUILDING
REMODEL
3
136B ALIGN
2
10'-0 1/2"
1
6
A1.5
1
A1.5
FIRST FLOOR PLAN
1/8" = 1'-0"
3"
4
NEW STOREFRONT
ENTRANCE SYSTEM
1"
NEW ACOUSTIC
PARTITION CLOSURE SEE SPECIFICATIONS
1"
SEE FLOOR
PLAN FOR
WALL TYPE
2
A1.6
SEE FLOOR
PLAN FOR
WALL TYPE
EXISTING STOREFRONT
WINDOW
SEALANT AT
PARTITION EDGE
CONDITIONS
EXISTING SILL BELOW
EXISTING SILL BELOW
PARTITION WALL AT MULLION
3
3" = 1'-0"
A1.6
1
A1.6
3
30'-0 1/2"
5
30'-0"
2
1
A3.1
A2.1
G
3" = 1'-0"
4
30'-0"
OF OR E
PARTITION WALL AT GLAZING
4
3" = 1'-0"
2
SEE FLOOR
PLAN FOR
WALL TYPE
EXISTING
SILL BELOW
SEALANT AT
PARTITION EDGE
CONDITIONS
PARTITION WALL AT GLAZING
ST
2 1/2"
VERIFY
NEW INSULATED
SPANDREL GLASS SEE SPECIFICATIONS
1"
SKYLIGHT OPENING ABOVE SHOWN DASHED
CUSTOM CASEWORK. SEE INTERIOR ELEVATIONS.
MARKERBOARD. SEE SPECIFICATION FOR
LOCATION, NUMBER, SIZE, AND MOUNTING HEIGHT
INFORMATION
FABRIC WRAPPED WALL PANEL (TACKABLE). SEE
SPECIFICATION FOR LOCATION, NUMBER, SIZE, AND
MOUNTING HEIGHT INFORMATION
LAKE OSWEGO
1
2
3
LANG BATES
METAL CLOSURE CHANNEL PAINT TO MATCH DOOR AND
RELIGHT FRAMES SEALANT AT ALL EDGES
AT
E
EXISTING MULLION
SHEET NOTES
ED ARC
R
E
H
T
NEW ACOUSTIC
PARTITION CLOSURE SEE SPECIFICATIONS
3"
VERIFY
3"
C COPYRIGHT BBL ARCHITECTS
3"
VERIFY
BACKER ROD AND SEALANT
T
ITEC
REGI
S
EXISTING STOREFRONT
WINDOW
NEW ACOUSTIC
PARTITION CLOSURE SEE SPECIFICATIONS
METAL CLOSURE CHANNEL - PAINT TO
MATCH DOOR AND RELIGHT FRAMES SEALANT AT ALL EDGES
EXISTING STOREFRONT
WINDOW - NEW GLAZING
AND STOREFRONT SILL
AT SIM. ONLY
ON
METAL CLOSURE CHANNEL PAINT TO MATCH DOOR AND
RELIGHT FRAMES SEALANT AT ALL EDGES
6
30'-0"
30'-0"
3
4
A3.1
A3.1
2
2'-6"
5
2
A1.6
3
2
A1.6
A1.6
2'-6"
3'-0"
A
A
4'-7"
214A
216A
A
ASSOC DIR
INST SERV
ASSOC DIR
ELL
235
234
A
13'-4"
G
A
9'-10 1/2"
HALLWAY
232
A
A2.1
5'-6 1/2"
5'-3"
G
F
A
ASSOC DIR
T&L
A
ALIGN
C
225A DIRECTOR
T&L
F
225
2
EXISTING
WALL ASSEMBLY
A1.6
A
A
226A
F
231
DIRECTOR
EQ & INST
2'-6 1/2"
16'-8"
A
A
10'-4 1/2"
236
T&L
233
A
F
A
4"
A
ALIGN
COORD
3
ALIGN
HALLWAY
OFFICE
228
226
A
229A
230
SEALANT TYP. ALL EDGES
STAINLESS STEEL SHEET WRAP AT ALL EXPOSED
EDGES
1/2" PLYWOOD
STAIR
3 5/8" METAL
FRAMING
NEW MOP SINK
136
DN
B
2'-6 1/2"
D
D
ROOF
ACCESS
2
A1.6
2
229
A2.1
4" COVED
RUBBER BASE
4/20/2015 5:33:38 PM
1
2
3
4
5
6
NOTE:
CHASE WALL DIMENSIONS
3'-0" HIGH X 3'-0" WIDE
FIRST FLOOR
0' - 0"
1
A1.6
SECOND FLOOR PLAN
1/8" = 1'-0"
5
A1.6
MOP SINK CHASE WALL
3" = 1'-0"
97222
SECOND FLOOR PLAN
13'-4"
224
REVISIONS
2
227
12400 SE FREEMAN WAY, MILWAUKIE, OREGON
B
OPEN OFFICE
T&L
11 1/2"
A4.3
HALLWAY
DATE
5'-5"
B
15 APR 2015
13'-5"
4'-5 1/2"
2'-6 1/2"
11'-9"
8'-7"
D
OPEN
TO
BELOW
3'-0 1/2"
13
16'-9 1/2"
222A
222
OPEN OFF
INST SERV
237
9'-7"
PROJECT NUMBER
A
STORAGE
216
ALIGN
9'-2 1/2"
6'-5" 4'-8"
9'-6 1/2"
217
NORTH CLACKAMAS SCHOOL DISTRICT
NEW ADMINISTRATION BUILDING
REMODEL
9'-4"
SECONDARY SECONDARY
ASSOC DIR
DIR
14019.00.L
10'-0"
1
SHARED
WORK
223
F
7 1/2"
9'-11"
A
9'-7 1/2"
10'-0"
A
217A
9'-6"
221A
203A
G
247
A
228A
8'-1"
A
STORAGE
2'-4 1/2"
WAITING
AREA
ALIGN
G
231A
F
B
B
2
A
246
A
B
215A
ALIGN
A
ALIGN
A
A
219
230A
245
B
A
A
4'-7 1/2"
11"
8"
220
248
CONF.
COORD
SPEC ED
9'-3"
238
A
237A
4'-0"
5'-1"
MECH / ELEC
OPEN
TO
BELOW
19'-3"
9'-11 1/2"
fec
249
A
244
A
G
239
A
238A
9'-6"
242
HALLWAY
F
COORD
SPEC ED
243
13'-3"
241A
2'-6 1/2"
8'-2 1/2"
240A
A
221
ASSESSMENT
COORD
9'-6"
150
B
COORD
SPEC ED
WORK A
AREA
OFFICE
9'-4"
STAIR
A
B
HALLWAY
H
ALIGN
234A
241
A4.3
A
ELEM ASSOC
DIR
A
STAIR
F
A
A
244A
240
14
G
fec
7'-9 1/2"
C
243A
ASSOC DIR
SPEC ED
ALIGN
H
2
DIRECTOR
SSS
11'-6 1/2"
C
A1.6
1
247A
8"
F
6'-0"
A
fec
205A
A4.3
C
9'-2"
A
B
1
MEETING
LANDING
A
3
4
155
10
A
A
3'-0"
2'-6 1/2"
3
A
246A
9'-10"
A2.1
205
18'-4 1/2"
A
10'-0"
A
15'-6 1/2"
A
A
A
ASSIST
SUPERINTENDENT H
D
C
A
202A
245A
°
45
ALIGN
20
4
A
D
fec
ALIGN
7 1/2"
13'-0 1/2"
5'-10 1/2"
4"
10'-2 1/2"
235A
A4.2
1
4
1
A
2'-8"
A3.1
3'-7"
204
A
B
203
HALLWAY
218
4'-6"
SUPERINTENDENT
SHARED
CONF.
202
12'-5"
11
A4.3
201
ASSIST
SUPERINTENDENT A
4'-4"
2
A
G
14'-2 1/2"
206A
A
A
G
212
218A
H
ADMIN
6'-10 1/2"
A
I
7 1/2"
8'-5 1/2"
10'-8 1/2"
15'-7 1/2"
10'-11"
B
14'-4 1/2"
4'-1 1/2"
A
207B
ALIGN
206
201A
1'-8"
3
5'-4 1/2"
WORK
ROOM
4'-10"
250
I
210
213
219A
208A
2
207
29'-0"
209A
WAITING
17'-8" AREA
7'-5"
2
A
215
ALIGN
OPEN OFFICE
233A
A5.2
SHARED
CONF.
A
211
211A
A5.2
2
ELECTRICAL
214
ELEM
DIRECTOR
220A
3
A4.3
10'-5"
3
HALLWAY
CONF.
30'-0"
209
12'-2"
10'-4"
208
12
D
3'-0 1/2"
110
WOMEN
3
14'-10"
ELEV.
MEN
5 1/2"
207A
17'-2 1/2"
A5.2
fec
29'-0"
A
2'-6 1/2"
A5.2
MECH. / JAN.
6 1/2"
250A
153
7
210A
STAIR
7
5'-3 1/2"
DN
A1.6
VERTICAL STRUT OF EMT
CONDUIT METAL STUD OR
MFR. PROPRIETARY
COMPRESSION POST
3. SPREADER BARS ARE NOT
REQUIRED WHERE MAIN GRID OR
CROSS TEES ARE WITHIN 8" OF WALL.
MA
X.
SPLAY WIRES TO BE (4) 12 GA.
WIRES AT 90° APART, IN PLAN,
RIGID BRACING MAY BE USED
IN LIEU OF SPLAY WIRES
1"
2"MAX.
TYP. CONSTRUCTION FOR ACOUSTIC TILE CEILINGS
2
3
A
ELEV
MACHINE
ROOM
STORAGE
154
EXIST
STAIR
110
HR OPEN
OFFICE
116
EXIST
ELEV
4
MECHANICAL/
JANITOR
115
153
119
RR
RR
112
114
EXIST
G
OF OR E
AT
E
5. ALL WIRES TO BE TIED WITH (3) TIGHT
TURNS AROUND ITSELF WITHIN 3".
CROSS TEES OR
CHANNELS AT 24" O.C.
5
ASSOC DIR
HR
DIRECTOR
HR
ASSOC DIR
HR
120
125
126
11'-0"
11'-0"
6
A
11'-0"
EXIST
REFLECTED CEILING PLAN LEGEND
CFO OFFICE
131
MEN'S
108
111
113
11'-0"
CONF. /
OFFICE
117
8'-0"
WOMEN'S
118
8'-0"
122
11'-0"
SHARED
WORKROOM
FS
VAULT/REC
OFFICE
NEW 2" X 4" ACOUSTIC
CEILING TILE GRID
11'-0"
127
NEW GYP. BD. CEILING
124
11'-0"
104
8'-0"
8'-0"
BREAK-OUT
ROOM
CONF.
106
STAIR
102
150
13'-0"
ALTERNATE
CJ NO. 1
CJ
NEW LED PENDANT LIGHT FIXTURE
OPEN
11'-0"
HALLWAY
149
NEW RECESSED LED
DOWNLIGHT FIXTURE
11'-0"
OPEN
CJ
CJ
101
132
HALLWAY
8'-0"
CJ
CJ
RECEPTION
11'-0"
NEW 2' X 2' SURFACE MOUNTED
LED LIGHT FIXTURE
151
105
11'-0"
BUSINESS OP
B
SHARED
CONF.
SHARED
CONF.
FS SUPR.
144
143
142
11'-0"
11'-0"
NEW 1' X 1' SURFACE MOUNTED WALL
LED LIGHT FIXTURE
NEW DIRECT/INDIRECT WALL
LED LIGHT FIXTURE
11'-0"
C
C
CONF.
ED. FOUND.
DIRECTOR
11'-0"
.
.
EQ
EQ
140
COMMUNITY
RELATIONS
ALIGN
EQ
146
.
EQ
EQ
EQ
MEETING
ROOM
EQ
11'-0"
.
.
.
EQ
141
145
11'-0"
133
BUS. OP.
DIRECTOR
11'-0"
139
135
11'-0"
11'-0"
STAIR
EXIST
136
EQ
EQ
EQ
138
ALIGN
NEW EXIT SIGN - SEE
ELECTRICAL DRAWINGS
NEW EXHAUST GRILLE SEE MECHANICAL DRAWINGS
DIR COMM
RELATIONS
ALIGN
OPENING FOR CONCEALED MOTORIZED
PROJECTION SCREEN - VERIFY
DIMENSIONS AND LOCATION
11'-0"
EQ
11'-0"
11'-0"
BUSINESS OP
A
11'-0"
OFFICE
BREAK
ROOM
EQ
11'-0"
NEW DIRECT/INDIRECT PENDANT
LED LIGHT FIXTURE
134
EXIST
STORAGE
11'-0"
ALIGN
NEW SUPPLY AIR GRILLE SEE MECHANICAL DRAWINGS
NEW RETURN AIR GRILLE SEE MECHANICAL DRAWINGS
137
D
D
EQ
EQ
EQ
EQ
EQ
NEW LINEAR SLOT DIFFUSER SEE MECHANICAL DRAWINGS
EQ
1'-0"
PROJECTOR
SCREEN SLOT SEE LEGEND
NEW FINISH CEILING HEIGHT
ABOVE FINISH FLOOR
NEW WALL TO STRUCTURE
NEW WALL EXTENDING
ABOVE CEILING
1
2
3
4
5
6
NEW WALL TO THE UNDERSIDE
OF CEILING
NEW OPERABLE PARTITIONS SEE STRUCTURAL
FIRST FLOOR - REFLECTED CEILING PLAN
1/8" = 1'-0"
FIRST FLOOR - REFLECTED CEILING PLAN
103
123
REVISIONS
PRV/CONF.
97222
MAIL
FS OPEN
OFFICE
12400 SE FREEMAN WAY, MILWAUKIE, OREGON
152
OPEN
NEW 2' X 2' DIRECT/INDIRECT
LED LIGHT FIXTURE
CJ
CJ
CJ
13'-0"
CJ
HALLWAY
B
11'-0"
DATE
11'-0"
CJ
PROJECT NUMBER
B
11'-0"
130
128
EXIST
COMMUNITY
LIAISONS
148
129
HR STORAGE
11'-0"
SND SYS
ELECTRICAL
EXIST
UNISEX
ENTRY
MECH
EXIST
8'-0"
4/20/2015 4:52:33 PM
LAKE OSWEGO
CEILING PANELS
NORTH CLACKAMAS SCHOOL DISTRICT
NEW ADMINISTRATION BUILDING
REMODEL
EXIST
1
LANG BATES
MAIN RUNNERS AT 48"
O.C. TO BE CLASSIFIED
(HD) HEAVY DUTY
1 1/2" = 1'-0"
1
A1.7
ED ARC
R
E
H
T
.
3" MAX.
45° MIN. AT
COUNTER
SLOPING WIRES
14019.00.L
2
PERIMETER ANGLE POP RIVIT TO GRID AT
ATTACHED SIDES
ST
HANGER WIRES
SUPPORTING MAIN
RUNNERS AT 48" O.C.
MAX. FOR 12 GA. 60"
O.C. MAX. FOR 10 GA.
4. HANGER WIRES TO BE PLUMB TO
WITHIN 1 IN 6 UNLESS COUNTER SLOPING
WIRES ARE PROVIDED.
MAIN RUNNER
A1.7
2. TOTAL WEIGHT OF CLG. INCLUDING
LIGHTS AND AIR TERMINALS NOT TO
EXCEED 4 P.S.F.
3. PARTITIONS TIED TO THE CEILING
SHALL BE LATERALLY BRACED TO
STRUCTURE INDEPENDENT OF THE
LATERAL BRACING FOR THE CEILING.
BERC II CLIPS
HANGER CONNECTION
DEVICE SHALL BE
CAPABLE OF SUPPORTING
NOT LESS THAN 100 LBS.
.
45
°
3. CEILINGS WITH PLENUMS LESS
THAN 12" FROM THE SUPPORTING
STRUCTURE ARE NOT REQUIRED TO
HAVE LATERAL BRACING.
HANGER WIRE WITHIN 8"
OF PERIMETER AT MAIN
RUNNERS
8"
MAX.
SUPPORTING STRUCTURE
3" MAX.
2. ONE END OF THE CEILING GRID
MEMBERS SHALL BE ATTACHED TO
THE PERIMETER ANGLE, THE OTHER
END SHALL HAVE 3/4" CLEARANCE
FROM THE WALL AND BE FREE TO
SLIDE.
VERTICAL HANGING WIRE
2. LATERAL FORCE BRACING TO BE
AT 12'-0" O.C. MAXIMUM AND SHALL
BEGIN NOT MORE THAN 6'-0" FROM
THE PERIMETER.
SUPPORTING STRUCTURE
GENERAL REQUIREMENTS
1. INSTALL CEILINGS IN ACCORDANCE
WITH THE REQUIREMENTS OF OSSC
SECTIONS 803.9.1.1 AND 1705, ASCE 705, ASTM C635, AND ASTM C636, AND
NWCB 401-OREGON.
15 APR 2015
C COPYRIGHT BBL ARCHITECTS
PERIMETER ATTACHMENT
1. THE GRID SHALL BE ATTACHED TO
THE PERIMETER ANGLE AT TWO
ADJACENT WALLS.
LATERAL BRACING
CONNECTIONS SHALL BE
CAPABLE OF
SUPPORTING NOT LESS
THAN 200 LBS.
REGI
S
SUPPORTING STRUCTURE
LATERAL BRACING
1. LATERAL BRACING IS REQUIRED
FOR CEILINGS OVER 144 S.F. AND
NOT REQUIRED FOR CEILINGS LESS
THAN 144 S.F. WHEN SURROUNDED BY
WALLS AT ALL PERIMETER AND
BRACED TO STRUCTURE.
T
ITEC
ON
100 LB. MIN. DESIGN LOAD
EXISTING WALL ASSEMBLY
TO REMIAN
A1.7
HANGER WIRE WITHIN 8" OF
PERIMETER AT LAIN RUNNERS
PERIMETER ATTACHMENT
THE GRID SHALL BE ATTACHED TO THE
PERIMETER AT ADJACENT WALLS.
3. PARTITIONS TIED TO THE CEILING
SHALL BE LATERALLY BRACED TO
STRUCTURE INDEPENDENT OF THE
CEILING.
PERIMETER CHANNEL ALL SIDES
45° MIN. AT
COUNTER
SLOPING WIRES
1/4"
MAIN RUNNERS AT 48"
O.C. TO BE CLASSIFIED
(HD) HEAVY DUTY
5. ALL WIRES TO BE TIED WITH (3) TIGHT
TURNS AROUND ITSELF WITHIN 3".
TYP. CONSTRUCTION FOR SUSPENDED GYP. BD. CEILING
2
3
4
5
2
3
4
A3.1
A3.1
A3.1
A
EXIST
STAIR
MEN
WOMEN
SHARED
CONF.
153
208
209
210
211
213
EXIST
EXIST
EXIST
OPEN OFFICE
MECH. / JAN.
ELECTRICAL
214
215
G
EXIST
NEW GYP. BD. CEILING
SECONDARY
DIR
212
SECONDARY
ASSOC DIR
9'-0"
NEW DIRECT/INDIRECT PENDANT
LED LIGHT FIXTURE - SEE PLAN
FOR DIAMETER SIZE
EXIST
217
ADMIN
201
202
EXIST
EXIST
WORK
ROOM
SHARED
CONF.
HALLWAY
203
248
EXIST
24"
32"
1
SUPERINTENDENT
A3.1
204
EXIST
72"
EXIST
ASSIST
SUPERINTENDENT
C
32"
ASSOC DIR
SPEC ED
240
COORD
SPEC ED
EXIST
241
EXIST
EXIST
VARIES
NEW RECESSED LED
DOWNLIGHT FIXTURE
OPEN OFFICE
T&L
223
224
222
NEW DIRECT/INDIRECT WALL
LED LIGHT FIXTURE
EXIST
EXIST
EXIST
32"
205
DIRECTOR
SSS
EXISTING 2' X 4' TROFFER
DIFFUSER - SEE LIGHTING PLAN
EXIST
SHARED
WORK
STORAGE
B
219
220
56"
VARIES
ASSESSMENT
COORD
ELEM ASSOC
DIR
EXIST
ALIGN
FRAMING
206
EXIST
221
EXIST
ALIGN
B
ASSIST
SUPERINTENDENT
NEW OR RELOCATED 2' X 4' TROFFER
DIFFUSER - SEE LIGHTING PLAN
OFFICE
243
WORK
AREA
COORD
SPEC ED
244
NEW EXIT SIGN - SEE
ELECTRICAL DRAWINGS
LINE OF SKYLIGHT
FRAMING BEYOND
COORD
SPEC ED
245
CONF.
WAITING
AREA
246
247
EXIST
EXIST
242
EXIST
EXIST
EXIST
ASSOC DIR
INST SERV
ASSOC DIR
ELL
235
234
COORD
EXIST
EXIST
NEW EXHAUST GRILLE - SEE
MECHANICAL DRAWINGS
EXIST
T&L
233
NEW RETURN AIR GRILLE SEE MECHANICAL DRAWINGS
DIRECTOR
T&L
HALLWAY
NEW LINEAR SLOT DIFFUSER SEE MECHANICAL DRAWINGS
225
EXIST
EXIST
EXIST
ASSOC DIR
T&L
STORAGE
OPEN OFF
INST SERV
NEW TRANSLUCENT ROOF
SKYLIGHT SYSTEM
OFFICE
231
236
EXIST
C
EXIST
232
237
NEW SUPPLY AIR GRILLE SEE MECHANICAL DRAWINGS
226
DIRECTOR
EQ & INST
EXIST
MECH / ELEC
1'-0"
230
238
NEW FINISH CEILING HEIGHT
ABOVE FINISH FLOOR
EXIST
EXIST
EXIST
NEW WALL TO STRUCTURE
STAIR
136
D
D
NEW WALL EXTENDING
ABOVE CEILING
NEW WALL TO THE UNDERSIDE
OF CEILING
ROOF
ACCESS
NEW OPERABLE PARTITIONS SEE STRUCTURAL
229
EXISTING WALL ASSEMBLY
TO REMIAN
1
2
3
4
5
6
EXISTING 18" X 60"
ACOUSTIC CEILING TILE
GRID
SECOND FLOOR - REFLECTED CEILING PLAN
1/8" = 1'-0"
SECOND FLOOR - REFLECTED CEILING PLAN
218
216
REVISIONS
250
EXIST
EXIST
97222
HALLWAY
12400 SE FREEMAN WAY, MILWAUKIE, OREGON
HALLWAY
DATE
CONF.
EXIST
15 APR 2015
WAITING
AREA
207
NEW 20" X 60" ACOUSTIC
CEILING TILE GRID
PROJECT NUMBER
EXIST
EXIST
EXIST
ELEM
DIRECTOR
REFLECTED CEILING PLAN LEGEND
NORTH CLACKAMAS SCHOOL DISTRICT
NEW ADMINISTRATION BUILDING
REMODEL
ELEV
110
4/20/2015 4:54:10 PM
OF OR E
6
A
1
LAKE OSWEGO
1 1/2" = 1'-0"
1
A1.8
LANG BATES
CEILING PANELS
14019.00.L
2
CEILING PANELS
CONTROL JOINTS
CONTROL JOINTS SHALL BE INSTALLED
AT LOCATIONS SHOWN ON REFLECTED
CEILING PLAN.
CROSS TEES OR
CHANNELS AT 24" O.C.
A1.8
ST
METAL
CONTROL
JOINT BEAD
.
4. HANGER WIRES TO BE PLUMB TO
WITHIN 1 IN 6 UNLESS COUNTER SLOPING
WIRES ARE PROVIDED.
HANGER WIRES
SUPPORTING MAIN
RUNNERS AT 48" O.C.
MAX. FOR 12 GA. 60"
O.C. MAX. FOR 10 GA.
AT
E
MAIN RUNNERS AT 48"
O.C. TO BE CLASSIFIED
(HD) HEAVY DUTY
HANGER CONNECTION
DEVICE SHALL BE
CAPABLE OF SUPPORTING
NOT LESS THAN 100 LBS.
2. TOTAL WEIGHT OF CLG. INCLUDING
LIGHTS AND AIR TERMINALS NOT TO
EXCEED 4 P.S.F.
8" MAX.
CROSS TEES OR
CHANNELS AT 24" O.C.
SUPPORTING STRUCTURE
ED ARC
R
E
H
T
.
3" MAX.
SUPPORTING STRUCTURE
3" MAX.
C COPYRIGHT BBL ARCHITECTS
GENERAL REQUIREMENTS
1. INSTALL CEILINGS IN ACCORDANCE
WITH THE REQUIREMENTS OF OSSC
SECTIONS 803.9.1.1 AND 1705, ASCE 705, ASTM C635, AND ASTM C636, AND
NWCB 401-OREGON.
REGI
S
LATERAL BRACING
CEILINGS CONSTRUCTED OF GYP.
BD., SCREW ATTACHED TO
SUSPENDED MEMBERS EXTENDING
FROM WALL TO WALL DO NOT
REQUIRE LATERAL BRACING.
T
ITEC
ON
100 LB. MIN. DESIGN LOAD
A1.8
2
3
30'-0"
4
30'-0"
NEW MECHANICAL
EQUIPMENT AREA - SEE
MECHANICAL DRAWINGS
FOR DEMOLITION AND NEW
EQUIPMENT LOCATIONS
30'-0"
5
G
OF OR E
AT
E
LAKE OSWEGO
LANG BATES
ED ARC
R
E
H
T
C COPYRIGHT BBL ARCHITECTS
1
CRICKET
ELASTOMERIC MEMBRANE ROOFING SYSTEM
TRANSLUCENT ROOF SKYLIGHT SYSTEM
REGI
S
075105
075301
084502
ON
KEYNOTES
T
ITEC
ST
6
30'-0"
30'-0"
2
1
3
4
A3.1
A2.1
A3.1
A3.1
SEE 7/A1.11 (SIM.) FOR CURB
AT NEW MECHANICAL
EQUIPMENT
A
PV
29'-0"
PV
NEW MECHANICAL
EQUIPMENT AREA - SEE
MECHANICAL DRAWINGS
FOR DEMOLITION AND NEW
EQUIPMENT LOCATIONS
PV
PV
SEE 7/A1.11 (SIM.) FOR CURB
AT NEW MECHANICAL
EQUIPMENT
PV
084502
1
A5.1
A5.1
SLOPE
SIM.
SIM.
11
EXIST.
SLOPE
C
.
10'-0"
B
A6.2
RIDGE
17
17
A5.1
TYP.
A5.1
TYP.
17
A5.1
1
A5.1
SIM.
075301
REMOVE PORTION OF EXIST.
BALLAST, EPDM ROOFING, AND
INSULATION DOWN TO EXIST. ROOF
DECK - PROVIDE NEW INSULATION
AND COVER BOARD TO MATCH
EXIST. INSULATION THICKNESS,
EPDM ROOFING, AND GRAVEL
BALLAST TO MATCH EXIST. - TIE
INTO EXIST. ROOFING PER MFR.
TYP.
EXIST.
SLOPE
.
075105
12'-10 1/2"
10'-0"
TYP.
29'-0"
075301
REMOVE PORTION OF EXIST.
BALLAST, EPDM ROOFING, AND
INSULATION DOWN TO EXIST.
ROOF DECK - PROVIDE NEW
INSULATION AND COVER BOARD
TO MATCH EXIST. INSULATION
THICKNESS, EPDM ROOFING, AND
GRAVEL BALLAST TO MATCH
EXIST. - TIE INTO EXIST. ROOFING
PER MFR.
7'-2 1/2"
10'-6"
9'-7"
20'-0 1/2"
075301
REMOVE PORTION OF EXIST. BALLAST, EPDM
ROOFING, AND INSULATION DOWN TO EXIST. ROOF
DECK - PROVIDE NEW INSULATION AND COVER
BOARD TO MATCH EXIST. INSULATION THICKNESS,
EPDM ROOFING, AND GRAVEL BALLAST TO MATCH
EXIST. - TIE INTO EXIST. ROOFING PER MFR.
075105
075105
3
A2.1
NEW MECHANICAL
EQUIPMENT AREA - SEE
MECHANICAL DRAWINGS
FOR DEMOLITION AND NEW
EQUIPMENT LOCATIONS
4/20/2015 4:20:53 PM
SEE 7/A1.11 (SIM.) FOR CURB
AT NEW MECHANICAL
EQUIPMENT
2
A2.1
14019.00.L
D
97222
ROOF PLAN
SLOPE
2" / 12"
REVISIONS
1
1
12400 SE FREEMAN WAY, MILWAUKIE, OREGON
SLOPE
2" / 12"
DATE
2" / 12"
4
A2.1
A5.1
084502
1
A3.1
1
A5.1
15 APR 2015
1
PROJECT NUMBER
10'-0"
TYP.
A5.1
10'-0"
30'-0"
084502
NORTH CLACKAMAS SCHOOL DISTRICT
NEW ADMINISTRATION BUILDING
REMODEL
B
A1.9
1
A1.9
ROOF PLAN
1/8" = 1'-0"
4
5
6
7
8
(2) LAYERS OF 2" RIGID
INSULATION BOARD - COMBINED
R-VALUE OF RIGID INSULATION
AND COVER BOARD IS R-20 MIN.
2
A1.10
VAPOR RETARDER
9
10
053001
EXISTING
G
OF OR E
LANG BATES
LAKE OSWEGO
AT
E
TAPERED EDGE
ED ARC
R
E
H
T
C COPYRIGHT BBL ARCHITECTS
COVER BOARD
075201
NEW ROOF.
NEW SKYLIGHT - BASE BID.
REINSTALL EXISTING ROOF TOP VENTS ATOP RAISED
CURB - MODIFY ELECTRICAL CONNECTIONS AND/OR
HVAC CONNECTIONS AS REQUIRED TO
ACCOMMODATE RAISED CURB - SEE 6/A1.11.
PROVIDE NEW WOOD CURB AND SHEET METAL VENT
TO MATCH EXISTING - SEE 7/A1.11.
EXISTING MECHANICAL PLATFORM STRUCTURE TO
REMAIN - PROVIDE LIQUID FLASHING AROUND 4"x4"
HSS COLUMNS - SEE 5/A1.11.
EXISTING PLUMBING VENT - PROVIDE PIPE BOOT
AND METAL COLLAR AROUND PIPE - SEE 8/A1.11.
EXTEND EXISTING PLUMBING VENT AS REQUIRED FOR
NEW INSULATION THICKNESS - PROVIDE PIPE BOOT
AND METAL COLLAR AROUND PIPE - SEE 8/A1.11.
NEW ROOF DRAIN AND OVERFLOW ROOF DRAIN CONNECT TO EXISTING PLUMBING.
EXISTING ROOF HATCH.
SEE 7/A1.11 (SIM.) FOR NEW MECHANICAL EQUIPMENT
CURB.
REGI
S
1
2
3
ON
SHEET NOTES
TAPERED INSULATION WHERE
SHOWN ON ROOF PLAN
T
ITEC
ST
ROOF ASSEMBLY
3" = 1'-0"
KEYNOTES
1
2
3
30'-0"
4
30'-0"
30'-0"
2
NEW MECHANICAL
EQUIPMENT AREA - SEE
MECHANICAL DRAWINGS
FOR DEMOLITION AND NEW
EQUIPMENT LOCATIONS
A1.11
.
.
6
A1.11
3
A1.11
A1.11
.
8
PV
8
29'-0"
.
3
3
3
A1.11
A1.11
.
8
15'-8"±
3
A3.1
SIM. TYP.
E
OP
SL 2":12"
1/
A1.11
A3.1
SL
OP
E
1/2
":12
"
3
A2.1
4
SL
OP
E
1/2
":12
"
.
3
30'-0"
METAL ROOF DECK
MODIFIED BITUMINOUS MEMBRANE ROOFING SYSTEM
CRICKET
TRANSLUCENT ROOF SKYLIGHT SYSTEM
2
E
OP
SL 2":12"
1/
E
OP
SL 2":12"
1/
A
1
6
30'-0"
A3.1
SL
OP
E
1/2
":12
"
10
5
053001
075201
075205
084502
PV
PV
3
3
3
6
PV
2
A1.11
30'-0"
A1.11
1
A3.1
4
4
4
A1.11
A1.11
A1.11
TYP. ALT. NO. 2
5
10
A4.3
4
C
A2.1
11
SLOPE
C
TYP. ALT. NO. 2
B
A6.2
.
RIDGE
2
SLOPE
.
3
A2.1
5
3
5
084502
BASE BID
4
5
2
075205
084502
BASE BID
4
TYP. ALT. NO. 2
084502
BASE BID
075205
2
075205
075201
3
A1.11
A1.11
NEW MECHANICAL
EQUIPMENT AREA - SEE
MECHANICAL DRAWINGS
FOR DEMOLITION AND NEW
EQUIPMENT LOCATIONS
8
.
.
2
A2.1
2
A1.11
SIM. TYP.
3
3
A1.11
A1.11
15'-9"±
SL
OP
E
1/2
":12
"
SL
OP
E
1/2
":12
"
15'-9"±
23'-1"±
29'-0"
.
3
9
E
OP
SL ":12"
1/2
8
10
4/20/2015 4:32:56 PM
1
3
E
OP
SL 2":12"
1/
D
TYP.
.
ROOF REPLACEMENT PLAN
2
REVISIONS
TYP.
97222
5
5
12400 SE FREEMAN WAY, MILWAUKIE, OREGON
3
5
DATE
3
15 APR 2015
B
PROJECT NUMBER
PV
NORTH CLACKAMAS SCHOOL DISTRICT
NEW ADMINISTRATION BUILDING
REMODEL
3
14019.00.L
7
NEW MECHANICAL
10 EQUIPMENT AREA - SEE
MECHANICAL DRAWINGS
FOR DEMOLITION AND NEW
EQUIPMENT LOCATIONS
A1.10
1
A1.10
ROOF REPLACEMENT PLAN - ALTERNATE NO. 2
1/8" = 1'-0"
4
9
2
TYP
.
6
6
9
PV
2
3
4
DEMOLISH EXISTING COPING AT PARAPET.
REMOVE EXISTING CONCRETE PAVER WALKPADS.
REMOVE EXISTING ROOF DRAIN BODY, STRAINER,
CLAMPING RING, AND OVERFLOW COLLAR (ON
OVERFLOW DRAINS) - PROTECT EXISTING PIPING.
REMOVE EXISTING FLANGED VENT.
EXISTING ROOF TOP VENT TO BE REMOVED SALVAGE FOR REINSTALLATION.
EXISTING MECHANICAL PLATFORM STRUCTURE TO
REMAIN.
EXISTING SATELLITE DISH AND BALLAST TO BE
REMOVED.
NEW MECHANICAL EQUIPMENT AREA SHOWN DASHED.
SEE MECHANICAL DRAWINGS FOR DEMOLITION AND
NEW EQUIPMENT LOCATIONS.
5
6
7
7
PV
8
8
B
9
6
6
2
DEMO EXISTING ROOFING, AND INSULATION DOWN TO
EXISTING ROOF DECK. REMOVE EXISTING GRAVEL
BALLAST (±2" RIVER ROCK), EXISTING MOSS, AND
OTHER ORGANIC GROWTH/DEBRIS PRIOR TO
ROOFING DEMOLITION.
PV
PV
6
1
6
A
PV
061101
061121
061602
072101
075201
075206
076208
076210
076216
076220
076501
084502
092901
092905
221401
221402
G
OF OR E
LANG BATES
KEYNOTES
DEMOLITION NOTES
6
AT
E
5
LAKE OSWEGO
4
ED ARC
R
E
H
T
C COPYRIGHT BBL ARCHITECTS
3
REGI
S
2
ON
1
T
ITEC
ST
WOOD FRAMING
PRESSURE TREATED NAILER
PLYWOOD WALL SHEATHING
THERMAL BLANKET INSULATION
MODIFIED BITUMINOUS MEMBRANE ROOFING SYSTEM
CANT STRIP
PREFINISHED SM. COPING WITH 1" STANDING SEAMS AT
10'-0" O.C. MAX - EQUALLY SPACED BETWEEN CORNERS
FASTENER W/NEOPRENE WASHER OR RIVET [AT 12" O.C.
MAX.]
PREFINISHED SHEET METAL FLASHING
CONTINUOUS CLEAT
FLEXIBLE FLASHING
TRANSLUCENT ROOF SKYLIGHT SYSTEM
GYPSUM BOARD
METAL STUDS
ROOF DRAIN
ROOF OVERFLOW DRAIN
7
7
5
6
1
C
2
5
3
6
TYP.
EXIST. ROOF TOP MECH. UNIT REMOVE AND REINSTALL ON
MODIFIED CURB - MODIFY
DUCTWORK AND OTHER
CONNECTIONS AS REQUIRED
D
2
061101
4
TYP.
1/16" = 1'-0"
061602
F.R.T.
EXIST. PARAPET FRAMING
075206
072101
BASE BID
092905
6" METAL STUDS
AT 16" O.C. BASE BID
EXIST. ROOF
STRUCTURE
6
A1.11
092901
PAINT BASE BID
EXIST. METAL ROOF DECK
EXIST. ROOF STRUCTURE
092905
PAINT BASE BID
EXIST. ROOF
STRUCTURE
A1.11
PARAPET
4
A1.11
1 1/2" = 1'-0"
061101
2x
SKYLIGHT CURB
076216
1 1/2" = 1'-0"
061602
F.R.T.
061101
2x12
2" COLLAR AT
OVERFLOW DRAIN
TAPERED EDGE
075201
EXIST. MECHANICAL
PLATFORM STRUCTURE
LIQUID
MEMBRANE
8"
8" MIN.
075201
NEW MECHANICAL
UNIT/EQUIPMENT
CURB FURNISHED
BY MECHANICAL
CONTRACTOR AND
INSTALLED BY
GENERAL
CONTRACTOR
AT 7/A1.11 SIM.
221401
221402
4/20/2015 4:31:39 PM
3
A1.11
ROOF DRAINS
1 1/2" = 1'-0"
EXIST. ROOF
STRUCTURE
5
A1.11
MECHANICAL PLATFORM STRUCTURE
1 1/2" = 1'-0"
8
PLUMBING VENT
3" = 1'-0"
EXIST. HSS COLUMN
EXIST. METAL ROOF DECK
CONNECT NEW
ROOF DRAINS TO
EXIST. PIPES
3"
NOTE: INSTALL PIPE EXTENSION TO EXISTING PIPE AS REQUIRED
TO ACCOMMODATE NEW INSULATION REQUIREMENTS
A1.11
NEW SQUARE-TO-ROUND SHEET
METAL WEATHERHEAD - MODIFY
CONNECTIONS AS REQUIRED
OR
NEW MECHANICAL EQUIPMENT
AT 7/A1.11 SIM.
LEAD FLASHING
075201
3" = 1'-0"
4"
2
EXIST. MECHANICAL CURB
3"
EXIST. ROOF
STRUCTURE
7
A1.11
NEW MECHANICAL CURB
3" = 1'-0"
REVISIONS
075206
8" MIN.
075206
FIRE RETARDANT
PLYWOOD
ROOF REPLACEMENT DEMOLITION AND NEW DETAILS
061602
BASE BID
DATE
076216
NEW MFR.
SEALANT
97222
NEW FLASHING
SHEET
NEW MFR.
SEALANT
NEW
ROOFING
SYSTEM
076210
BASE BID
EXIST. PLYWOOD SHEATHING
TO REMAIN
075201
NEW PREMOLDED
PIPE FLASHING
12400 SE FREEMAN WAY, MILWAUKIE, OREGON
076216
BASE BID
EXIST. METAL
ROOF PANELS TO
REMAIN PROTECT
EXIST. PIPE
PENETRATION
075201
076501
BASE BID
EXIST. SM.
FLASHING TO
REMAIN - PROTECT
NEW STAINLESS
STEEL CLAMPING
BAND
15 APR 2015
076220
BASE BID
NEW SHEET METAL HOOD
PROJECT NUMBER
076208
8" MIN.
076501
BY SKYLIGHT
MFR. - BASE BID
8" MIN.
076210
EXIST. WOOD CURB - VERIFY
EXIST. CURB CONSTRUCTION
084502
061121
NEW CONTINUOUS SEALANT
TOOLED TO DRAIN
NEW CONTINUOUS
SEALANT TOOLED
TO DRAIN
NORTH CLACKAMAS SCHOOL DISTRICT
NEW ADMINISTRATION BUILDING
REMODEL
A1.11
ROOF DEMOLITION - ALTERNATE NO. 2
4"
1
2x - COORDINATE
W/EXIST. CURB
076216
14019.00.L
9
A1.11
G
OF OR E
AT
E
LAKE OSWEGO
LANG BATES
ED ARC
R
E
H
T
C COPYRIGHT BBL ARCHITECTS
ON
T
ITEC
ST
REGI
S
NEW TRANSLUCENT ROOF
SKYLIGHT SYSTEM BEYOND
6
5
4
3
2
1
T.O. PARAPET
30' - 4"
ROOF
27' - 6"
B.O. CEILING
(SECOND FLOOR)
24' - 0"
SECOND FLOOR
15' - 0"
B.O. CEILING (FIRST
FLOOR)
11' - 0"
FIRST FLOOR
0' - 0"
EXISTING BUILDING
EXTERIOR
1
A2.1
WEST ELEVATION
1/8" = 1'-0"
NEW TRANSLUCENT ROOF
SKYLIGHT SYSTEM BEYOND
1
2
3
4
5
6
T.O. PARAPET
30' - 4"
ROOF
27' - 6"
B.O. CEILING
(SECOND FLOOR)
24' - 0"
NEW GLAZING IN EXISTING
STOREFRONT AT REMOVED
DOOR LOCATION
EAST ELEVATION
A2.1
1/8" = 1'-0"
D
C
B
A
A
B
C
D
T.O. PARAPET
30' - 4"
T.O. PARAPET
30' - 4"
ROOF
27' - 6"
B.O. CEILING
(SECOND FLOOR)
24' - 0"
ROOF
27' - 6"
B.O. CEILING
(SECOND FLOOR)
24' - 0"
SECOND FLOOR
15' - 0"
SECOND FLOOR
15' - 0"
B.O. CEILING (FIRST
FLOOR)
11' - 0"
B.O. CEILING (FIRST
FLOOR)
11' - 0"
K
4/20/2015 8:44:35 AM
EXISTING BUILDING
EXTERIOR
3
A2.1
NORTH ELEVATION
1/8" = 1'-0"
FIRST FLOOR
0' - 0"
EXISTING BUILDING
EXTERIOR
4
A2.1
SOUTH ELEVATION
1/8" = 1'-0"
97222
EXTERIOR ELEVATIONS
NEW DOOR IN
EXISTING
STOREFRONT
REVISIONS
2
CUT OPENING IN EXISTING
CMU/BRICK WALL FOR NEW
H.M. DOOR AND FRAME SEE STRUCTURAL DRAWINGS
12400 SE FREEMAN WAY, MILWAUKIE, OREGON
EXISTING BUILDING
EXTERIOR
DATE
FIRST FLOOR
0' - 0"
15 APR 2015
A6.2
PROJECT NUMBER
8
14019.00.L
B.O. CEILING (FIRST
FLOOR)
11' - 0"
NORTH CLACKAMAS SCHOOL DISTRICT
NEW ADMINISTRATION BUILDING
REMODEL
SECOND FLOOR
15' - 0"
FIRST FLOOR
0' - 0"
NEW GLAZING IN
EXISTING STOREFRONT
AT REMOVED DOOR
LOCATIONS
RELOCATED EXISTING STOREFRONT
ENTRANCE SYSTEM IN NEW STOREFRONT
A2.1
G
OF OR E
AT
E
LANG BATES
ED ARC
R
E
H
T
LAKE OSWEGO
ST
A2.2
LINE OF GLASS
CANOPY ABOVE
10'-8"
5
A2.2
6x6 STEEL HSS
COLUMN, TYP. OF (4) SEE STRUCTURAL,
PAINT
STEEL TEE SEE STRUCTURAL,
PAINT
STEEL HSS
COLUMN BELOW SEE STRUCTURAL,
PAINT
6
A2.2
4
SLOPE
A2.2
NEW CURB - INFILL
TOMATCH EXISTING
STEEL HSS
FRAME BELOW SEE STRUCTURAL,
PAINT
.
1/4" : 12"
LAMINATED
SAFETY GLASS
LINE OF
EXISTING
BUILDING
10'-0"
STEEL TEE SEE STRUCTURAL,
PAINT
STEEL HSS
COLUMN BELOW SEE STRUCTURAL,
PAINT
LINE OF GLASS
CANOPY ABOVE
10"
6'-10"
VERIFY
RIDGE
SURFACE MOUNTED
LIGHT FIXTURE BELOW SEE ELECTRICAL
1/2" : 12"
.
RELOCATED EXISTING
STOREFRONT/
ENTRANCE SYSTEM
EXISTING CURB
SLOPE
1/4" : 12"
SLOPE
SURFACE MOUNTED LIGHT
FIXTURE - CONCEAL WIRING IN
TUBE STEEL FRAMEWORK TYP. OF (2)
3'-6"
A2.2
6x12 STEEL HSS FRAME SEE STRUCTURAL,
PAINT
.
3'-6"
10'-6"
10'-6"
11'-2"
A2.2
DIVERTER ANGLE
6X12 STEEL HSS FRAME SEE STRUCTURAL,
PAINT
6
A2.2
4
STAINLESS STEEL POINT
FITTING AND RISER - TYP.
9"
SILICONE BUTT
JOINT - TYP.
10'-0"
LINE OF
SOFFIT ABOVE
4
3'-11"
.
10'-0"
8"
3'-11"
9"
1/2" : 12"
10'-8"
6
A2.2
10'-0"
A2.2
SLOPE
5
11'-2"
CONCRETE
FOOTING, TYP. SEE STRUCTURAL
3'-6"
C COPYRIGHT BBL ARCHITECTS
REGI
S
5
ON
NEW CONCRETE
WALKWAY
T
ITEC
LINE OF
EXISTING
BUILDING
LINE OF
EXISTING
BUILDING
1
A2.2
CANOPY PLAN
CANOPY FRAME PLAN
2
1/4" = 1'-0"
A2.2
CANOPY GLASS PLAN
3
1/4" = 1'-0"
A2.2
1/4" = 1'-0"
SILICONE
BUTT JOINT TYP.
STAINLESS
STEEL POINT
FITTING AND
RISER - TYP.
5
A2.2
STEEL HSS
FRAME - SEE
STRUCTURAL
(PAINT)
STEEL TEE SEE
STRUCTURAL
(PAINT)
GLASS SUPPORT DETAIL
3" = 1'-0"
SURFACE
MOUNTED LIGHT
FIXTURE - SEE
ELECTRICAL
A
B
C
D
T.O. PARAPET
30' - 4"
STEEL COLUMN SEE STRUCTURAL
(PAINT)
ROOF
27' - 6"
B.O. CEILING
(SECOND FLOOR)
24' - 0"
PLANTER BASE BID
97222
ENTRANCE CANOPY
.
LINE OF
EXISTING
BUILDING
OVERHANG
4
LINE OF
EXISTING
BUILDING
SECOND FLOOR
15' - 0"
A2.2
B.O. CEILING (FIRST
FLOOR)
11' - 0"
REVISIONS
1/4":12"
STEEL TEE SEE
STRUCTURAL
(PAINT)
12400 SE FREEMAN WAY, MILWAUKIE, OREGON
DIVERTER
ANGLE
DATE
LAMINATED
SAFETY
GLASS
CANOPY
4"
STEEL HSS SEE STRUCTURAL,
PAINT
15 APR 2015
10'-0"
STEEL HSS SEE STRUCTURAL,
PAINT
PROJECT NUMBER
4"
LAMINATED
SAFETY
GLASS
14019.00.L
10'-8"
STAINLESS STEEL POINT
FITTING AND RISER - TYP.
NORTH CLACKAMAS SCHOOL DISTRICT
NEW ADMINISTRATION BUILDING
REMODEL
LAMINATED
SAFETY
GLASS
STAINLESS STEEL POINT
FITTING AND RISER - TYP.
FIRST FLOOR
0' - 0"
4/19/2015 6:40:29 PM
NEW FOOTING SEE STRUCTURAL
4
A2.2
SECTION
1/2" = 1'-0"
NEW ENTRANCE
CANOPY ALTERNATE NO. 1
EXISTING FOOTINGSEE STRUCTURAL
6
A2.2
ENTRANCE CANOPY ELEVATION - ALTERNATE NO. 1
1/8" = 1'-0"
PLANTER - SHOWN DASHED,
BASE BID
A2.2
A3.4
A3.4
A3.3
3
A3.4
4
2
1
A3.4
T.O. PARAPET
30' - 4"
G
OF OR E
5
AT
E
4
A3.4
3
LAKE OSWEGO
5
2
LANG BATES
1
ED ARC
R
E
H
T
C COPYRIGHT BBL ARCHITECTS
2
A3.1
REGI
S
3
A3.1
ON
3
6
4
A3.1
T
ITEC
ST
ROOF
27' - 6"
B.O. CEILING
(SECOND FLOOR)
24' - 0"
OPEN OFFICE
T&L
HALLWAY
STORAGE
224
227
222
MEETING
LANDING
SUPERINTENDENT
ADMIN
204
201
155
SECOND FLOOR
15' - 0"
B.O. CEILING (FIRST
FLOOR)
11' - 0"
RECEPTION
102
BUSINESS OP
B
FS OPEN
OFFICE
132
HALLWAY
PRV/CONF.
MAIL
151
104
103
123
FIRST FLOOR
0' - 0"
NEW P-LAM PANEL. SEE
1/8" = 1'-0"
B
A3.3
C
2
D
A
A3.3
B
1
3
4
A3.1
A3.2
A3.2
C
D
T.O. PARAPET
30' - 4"
T.O. PARAPET
30' - 4"
ROOF
27' - 6"
B.O. CEILING
(SECOND FLOOR)
24' - 0"
MEN
HALLWAY
ADMIN
208
250
201
ROOF
27' - 6"
B.O. CEILING
(SECOND FLOOR)
24' - 0"
COORD
SPEC ED
OPEN OFF
INST SERV
SHARED
CONF.
HALLWAY
OPEN OFF
INST SERV
244
236
210
248
236
MEETING
LANDING
SECOND FLOOR
15' - 0"
155
SECOND FLOOR
15' - 0"
B.O. CEILING (FIRST
FLOOR)
11' - 0"
ELEV
MACHINE
ROOM
RR
115
112
MAIL
HALLWAY
WOMEN'S
111
MEETING
ROOM
HALLWAY
103
152
B.O. CEILING (FIRST
FLOOR)
11' - 0"
146
149
HR OPEN
OFFICE
HALLWAY
HALLWAY
COMMUNITY
RELATIONS
119
151
151
141
FIRST FLOOR
0' - 0"
2
A3.1
SECTION THROUGH SKYLIGHT SOUTH
A3.1
1
A3.2
A
B
1
2
A3.1
A3.2
C
D
T.O. PARAPET
30' - 4"
ROOF
27' - 6"
B.O. CEILING
(SECOND FLOOR)
24' - 0"
OPEN OFFICE
ASSESSMENT
COORD
213
219
COORD
233
T&L
ASSOC DIR
T&L
DIRECTOR
EQ & INST
231
230
145
FIRST FLOOR
0' - 0"
3
1/8" = 1'-0"
BREAK
ROOM
SECTION THROUGH SKYLIGHT NORTH
1/8" = 1'-0"
BUILIDNG SECTIONS
A
A3.1
97222
1
1
12400 SE FREEMAN WAY, MILWAUKIE, OREGON
A3.1
SECTION THROUGH SKYLIGHTS
NORTH CLACKAMAS SCHOOL DISTRICT
NEW ADMINISTRATION BUILDING
REMODEL
1
3
A4.2
126
132
133
4/20/2015 9:47:09 AM
FIRST FLOOR
0' - 0"
4
A3.1
SECTION THROUGH SKYLIGHT MID
1/8" = 1'-0"
REVISIONS
BUSINESS OP
A
DATE
BUSINESS OP
B
15 APR 2015
ASSOC DIR
HR
14019.00.L
B.O. CEILING (FIRST
FLOOR)
11' - 0"
PROJECT NUMBER
SECOND FLOOR
15' - 0"
A3.1
A5.1
1
084502
SIM. OPP.
265100
A5.1
G
OF OR E
AT
E
LAKE OSWEGO
LANG BATES
ED ARC
R
E
H
T
C COPYRIGHT BBL ARCHITECTS
A5.1
1
084502
084502
CAST-IN-PLACE CONCRETE SLAB
CONCRETE FOOTING
STEEL BEAM
METAL FLOOR DECK
COLD-FORMED METAL FRAMING
FIRE RETARDANT TREATED PLYWOOD
THERMAL BLANKET INSULATION
CRICKET
PACKAGED STEEL RELITE FRAME ASSEMBLY
TRANSLUCENT ROOF SKYLIGHT SYSTEM
GYPSUM BOARD
SUSPENDED ACOUSTIC PANEL CEILING
SYSTEM
INTERIOR LIGHTING
REGI
S
1
033001
033004
051213
053003
054001
061604
072101
075205
081702
084502
092901
095404
ON
KEYNOTES
T
ITEC
ST
SIM. OPP.
T.O. PARAPET
30' - 4"
061604
072101
054001
075205
072101
072101
EXISTING ROOF MODIFY AT SKYLIGHT
PER DETAIL
EXISTING
STEEL JOISTS
45° MIN.
BRACING AT
48" O.C., TYP.
2'-0"
092901
EXISTING STEEL JOIST
054001
054001
2'-9"
4'-10"
EXISTING
CEILING
B.O. CEILING
(SECOND FLOOR)
24' - 0"
B.O. CEILING
(SECOND FLOOR)
24' - 0"
081702
2
3
A5.1
B.O. CEILING (FIRST
FLOOR)
11' - 0"
SIM. OPP.
081702
054001
OPEN TO
OPEN OFFICE
224
OPEN TO
OPEN OFFICE
224
092901
WALL SECTION
3
A3.2
GLASS RAILING
SYSTEM
3/4" = 1'-0"
SEE PLAN FOR
WALL TYPE
SEE PLAN FOR
WALL TYPE
033001
051213
053003
GUARDRAIL
BEYOND
GUARDRAIL
BEYOND
084502
095404
1
A5.1
SIM. OPP.
VARIES
092901
4
4
T.O. PARAPET
30' - 4"
054001
061604
072101
075205
A5.1
A5.1
SIM. OPP.
SECOND FLOOR
15' - 0"
EXISTING
FLOOR
STRUCTURE
SECOND FLOOR
15' - 0"
REMOVE PORTION OF
EXIST. FLOOR
EXISTING
STEEL BEAM
BEYOND
EXISTING
FLOOR
STRUCTURE
REMOVE
PORTION OF
EXIST. FLOOR
051213
EXISTING
STEEL BEAM
SEE FLOOR
PLAN FOR
WALL TYPE
EXISTING ROOF
STRUCTURE
054001
092901
054001
EXISTING STEEL
JOISTS
092901
45° MIN.
BRACING AT
48" O.C., TYP.
SEE
STRUCTURAL
EXISTING STEEL
BEAM BEYOND
EDGE
BEYOND
092901
2
A5.1
4/20/2015 4:55:02 PM
A3.2
WALL SECTION
3/4" = 1'-0"
092901
092901
B.O. CEILING (FIRST
FLOOR)
11' - 0"
033001
B.O. CEILING (FIRST
FLOOR)
11' - 0"
2
095404
1
054001
EDGE
BEYOND
2
A3.2
WALL SECTION
3/4" = 1'-0"
FIRST FLOOR
0' - 0"
B.O. CEILING
(SECOND FLOOR)
24' - 0"
2
095404
A5.1
A5.1
SIM. OPP.
OPP.
4
A3.2
WALL SECTION
3/4" = 1'-0"
EXISTING
FLOOR
STRUCTURE
033004
5
A3.2
WALL SECTION
WALL SECTIONS
A5.1
EXISTING CEILING
A5.1
REVISIONS
EDGE BEYOND
EDGE BEYOND
3
97222
B.O. CEILING
(SECOND FLOOR)
24' - 0"
EXISTING
CEILING
A4.2
054001
12400 SE FREEMAN WAY, MILWAUKIE, OREGON
265100
5
092901
DATE
265100
15 APR 2015
092901
3
45° MIN.
BRACING AT
48" O.C., TYP.
PROJECT NUMBER
EXISTING
STEEL JOISTS
NORTH CLACKAMAS SCHOOL DISTRICT
NEW ADMINISTRATION BUILDING
REMODEL
2'-0"
092901
14019.00.L
054001
061604
VARIES
061604
VARIES
45° MIN.
BRACING AT
48" O.C., TYP.
EXISTING ROOF MODIFY AT SKYLIGHT
PER DETAIL
T.O. PARAPET
30' - 4"
VARIES
054001
T.O. PARAPET
30' - 4"
3/4" = 1'-0"
A3.2
1
A5.1
084502
SIM.
VARIES
092901
2'-0"
072101
4'-7 1/2"
VERIFY
054001
A5.1
G
OF OR E
AT
E
LAKE OSWEGO
LANG BATES
T.O. PARAPET
30' - 4"
054001
061604
EXISTING ROOF MODIFY AT SKYLIGHT
PER DETAIL
45° MIN.
BRACING AT
48" O.C., TYP.
092925
EXISTING STEEL
BEAM
4'-6"
VERIFY
B.O. CEILING
(SECOND FLOOR)
24' - 0"
B.O. CEILING
(SECOND FLOOR)
24' - 0"
5
EXSTING CEILING
.
092901
075205
5
"
E 2":12
SLOP
072101
T.O. PARAPET
30' - 4"
EXISTING CEILING
061604
092925
5
084502
072101
T.O. PARAPET
30' - 4"
054001
SIM.
092901
SIM. OPP.
061604
45° MIN.
BRACING AT
48" O.C., TYP.
084502
A5.1
VARIES
EXISTING STEEL
JOIST
A5.1
ST
VARIES
1
EXISTING ROOF MODIFY AT SKYLIGHT
PER DETAIL
1
C
2'-0"
B
ED ARC
R
E
H
T
C COPYRIGHT BBL ARCHITECTS
072101
075205
081701
081702
084502
092901
092925
093014
095404
STEEL BEAM
COLD-FORMED METAL FRAMING
FIRE RETARDANT TREATED PLYWOOD
HIGH PRESSURE LAMINATE [(ALL SURFACES
AND EDGES)]
THERMAL BLANKET INSULATION
CRICKET
PACKAGED STEEL DOOR FRAME ASSEMBLY
PACKAGED STEEL RELITE FRAME ASSEMBLY
TRANSLUCENT ROOF SKYLIGHT SYSTEM
GYPSUM BOARD
SUSPENDED GYPSUM BOARD CEILING SYSTEM
COVED BASE
SUSPENDED ACOUSTIC PANEL CEILING
SYSTEM
REGI
S
051213
054001
061604
064106
ON
KEYNOTES
T
ITEC
EXISTING
CEILING
A5.1
45° MIN.
BRACING AT
48" O.C., TYP.
054001
092901
2
A5.1
SIM. OPP.
B.O. CEILING
(SECOND FLOOR)
24' - 0"
081702
EXISTING CEILING
092901
ADMIN
1'-11 3/4"
A5.1
B.O. CEILING (FIRST
FLOOR)
11' - 0"
064106
6
054001
A5.1
092901
B.O. CEILING (FIRST
FLOOR)
11' - 0"
095404
SIM. OPP.
8
092901
A5.1
8
SIM. OPP.
4'-4 1/2"
092925
4'-11"
4'-11"
12'-11"
7
A5.1
3'-5 1/2"
VERIFY
SECOND FLOOR
15' - 0"
081701
HALLWAY
054001
EXISTING FLOOR
STRUCTURE
092925
A5.1
EXISTING STEEL
BEAM
054001
EDGE BEYOND
152
092901
092901
092901
B.O. CEILING (FIRST
FLOOR)
11' - 0"
4/20/2015 4:56:12 PM
EXISTING
FLOOR
STRUCTURE
1
A3.3
WALL SECTION
1/2" = 1'-0"
095404
97222
WALL SECTIONS
9
3'-4 1/2"
054001
092925
092925
A5.1
6
092901
A5.1
3'-6"
SEE STRUCTURAL
092901
092925
10
2'-0 1/4"
051213
SECOND FLOOR
15' - 0"
REVISIONS
SECOND FLOOR
15' - 0"
12400 SE FREEMAN WAY, MILWAUKIE, OREGON
093014
DATE
45° MIN. BRACING
AT 48" O.C., TYP.
SOFFIT
HANGER
WIRE
092901
15 APR 2015
054001
EXISTING
FLOOR
STRUCTURE
EXISTING FLOOR
STRUCTURE
093014
PROJECT NUMBER
092901
SEE PLAN FOR
WALL TYPE
45° MIN.
BRACING AT
48" O.C., TYP.
054001
14019.00.L
SEE PLAN FOR
WALL TYPE
SOFFIT
HANGER WIRE
NORTH CLACKAMAS SCHOOL DISTRICT
NEW ADMINISTRATION BUILDING
REMODEL
201
EXISTING FLOOR
STRUCTURE
FIRST FLOOR
0' - 0"
FIRST FLOOR
0' - 0"
2
A3.3
WALL SECTION
1/2" = 1'-0"
A3.3
3
A3.3
WALL SECTION
3/4" = 1'-0"