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8060 SW PFAFFLE STREET
TIGARD,, OREGON 97223
1121 .51VSalmon
Suite 100
PERMIT SET Portland, OR 97205 II
6z21n04 jl Tel. 503.221.1121 i
Fax. 503.221.2077
N
PROJECT DIRECTORY PROJECT SUMMARY _- _ T SUITE LOCATION PLAN
SCALE 1/181-114" ---
L GENERAL INFORMATION: IV. EMERGENCY SYSTEM STANDARDS:
OWNER eei Solutions Kirk Cameron kcamenon Oeeisolutions.com PROJECT NAME_: CAMERON PLAZA TENANT IMPROVEMENT A. BUILDING TO BE FULLY SPRINKLERED
5665 SW Meadows Road, Suite 300 PROJECT ADDRESS: 8060 SW PFAFFE STREET, SUITE C, B. PROVIDE EMERGENCY EGRESS LIGHTING FOR THE EGRESS PATH IN
Lake Oswego, OR 97035 TIGARD, OREGON 97223 ALL PUBLIC AND TENANT SPACES. MINIMUM INTENSITY SHALL NOT BE —
MAP/TAX LOT.• IS136CDW600 LESS THAN 1 FOOTCANDLE AT FLOOR LEVEL ALONG THE EN77RE
A Telephone (503).197-1060 PROPERTY 10. R284167 LENGTH OF THE PATH. CONNECT TO BUILDING ELECTRICAL SYSTEM.
Fax 503 297-918ti C. PROVIDE EXIT SIGNAGE EXIT SIGNAGE SHALL BE CONNECTED TO
( ) It. APPLICABLECODES: BIIItL;��POWr=R SUPPLY WITH BATTERY BACK-UP FOR MIN 1-V2 HOUR ----_--
DURATION. I I AREA OF WORK
CURRENT STATE OF OREGON STRUCTURAL SPECIALTY —J
V. ADA ACCESSIBILITY UPGRADES:
ARCHITECT LRS Architects, Inc. Michelle Stant rrstartt rsa/cl►.com CODE __— — —_ -
CURRENT NA 0 A
� Calista Fitz erald cfi:z eral lrsarch.com 7T N L ELECTRIC CODE FOR OREGON
1121 SW Salmon St, Suite 100 y _ 9! _—_- CURRENT INTERNATIONAL MECANIC:AL CODE FOR OREGON A. BUILDING IS FULLY COMPLIANT. EGRESS PATH
Portland, OR 97205
N. BUILDING STANDARDS:
CONSULTANTS
Telephone (503)221-1121 �� E EXIT
4
BUILDING TYPE: TYPE V-N
Fax (503)221-2077a".E.G.
DI _'M�
BUILDING OCCUPANCY.- B (� rE` p ' XX ROOM OCCUPANCY LOAD
AREA: +/- 20400 USF
TOTAL BUILDING FLOOR RENTABLE -
r GENERAL Panattoni Construction Co., LLC John Nibler 'en anconinc.com
IM f
AREA OF WORK
CONIMCS'OR 1400 SW Fifth Avenue, Suite 810 TENANT AREA: +/ 1660 RSF 1oo
Portland, OR 97201 TOTAL TENANT OCCUPANT LOAD: 18 II
} Telephone (503)274-4442
IrAO '
fax 503-274-5485cn
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U. '3DRAWING INDEX VICINITY MAP Q`
NOT TO SCALE---- ------ - O � O
SHEET NAME REV. DATE
A0.i COVER SHEET 0 0621.04 I ,q}ZEji►OF WORK
W � Q.
A2.1 CONSTRUCTION PLANS 0 06.2104 - u ' , //� �� C f`•
' A3.1 DETAILS 0 06.21.04
_ 200 Uj�
`� -" --- --CAMERON PLAZA ,f»o /
DEFERRED SUBMITALS - DESIGN BUILD -
ELECTRICAL SYSTEMS
B SPRINKLER SYSTEMS
MECHANICAL SYSTEMS i
PROJECT NAME
GENERAL NOTES
THE SITE PLAN AND SUITE LOCATION PLAN IS
FOR REFERENCE ONLY. SEE ALL OTHER PLAN
y SHEETS FOR CONTRACT DOCUMENT -- - ---- - -- -
g INFORMATION. THE PROJECT SUMMARY L—
a
IDENTIFIES SOME SPECIFIC UBC L
REQUIREMENTS BUT IS NOT INTENDED TO LIST 0-T-C - ---
g ALL UBC REQUIREMENTS. Occupancy Type 415 L_._-._
(keuhancy l.oed DATE:--
06.19.04
C1mslruction Type
hated Curridor
Lurgy Code
1 L CHECK TLN
MW `'X' C:J�fi IG,f" —� --
aot!raa Rue
DRAWN BY.
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PROJECT: 204154
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Pfaffle Str.#100,8060
CITY OF TIGiARD euPzooa-oozsa
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Approved DUI c7 ........... .. ;
111ditionally Approved.
F x only the work as descri odt
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See Letter to: Follow. ........---•
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-- LEGEND
STAIR
OPENING ROOM - DOOR - - --- FRAME - NOTES 108
DEMISING WALL n
No. Stas NAME - Thick._ Type Matenal Finish Type Matenal Finish
(SEE DETAIL A2/A3.1)
143 Tor x r-W STORAGE 1-3/4- A SC WD TC B STL-KD MFR - _-_ == EXISTING PARTITION
r,
144.-.3!-0*x T-0' , UFFICE ASC WD TC B STLa(D MFR - OPEN -
OFRCE
-- - --
-- 131 ------ BLDG.STANDARD PARTITION �. ��
---- — _ — - } (SEE DETAIL B2/A3.1)
SWITCH �
Material Legend: MFR Manufacturer's Standard 1,FEC - - - - n
STL-KD Steel Frame-Knock Down I STO (3E C"9'1I� G TELE/DATA OUTLET
TC Transparent Finish-Clear =_ 143 - - - - DUPLEX OUTLET
WD Wood r _
FEC FIRE EXTINGUISHER CABINET
--___ ._-__ _--------_-_-__-- _------_- _--_._- -- VERIFY - NEW SUSPENDED CEILING 1121 SW Salmon
AM
- -- — _$ GRID&CEILING PANEL Suite 100
�
Portland, OR 97205 NEW HVAC SUPPLY � Tel. 503.121.1111
/�
—
A 1. DOOR SCHEDULE \� NEW HVAC RETURN Fax 503.221.2077 �
SCALE. NTF, 7-4
� F7 711
— NEW BUILDING STANDARD 2X4 LIGHT FIXTURE
--- -- --- - - - ® ®+ EXIT SIGNS(W/INTEGRAL.ARROW WHERE OCCURS)
OPEN OFRCE -�
146
_T i 9 10� COILING HEIGHT AFF
17-41/2'
------------------------
A - - --- - -
_ -
�N
N OFFICE
144
ABBRE VA TIONS
- --- - - /A3 -- ---_ -_- -- ----- EA EACH
IKN
FOF FACE OF FINISH CONSULTANTS
) FOM FACE OF MASONRY
SPRNKUtGA GAUGE
1!1 -.__ - ., - GYP BD GYPSUM BOARD
Mn METAL
A SouD B SINGLE OPENING - - O.C. ON ENTER
l
21. DOOR AND FRAME TYPES B2. FLOOR PLAN: B3. REFLECTED CEILING PLAN:
SCALE. 1/4-=1*-0' SCALE. Me'= V-0" SCALE. /.18-- V-61'
PLAN GENERAL NOTES REFLECTED CEILING PLAN GENERAL NOTES X
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QW
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1.DIMENSIONS ARE TO FACE OF FRAMING OF NIFW WALL OR TO FINISH FACE OF EXISTING WALL 1. ALL ELECTRICAL WORK IS DESIGN BUILD- NEW LI(-,HT FIXTURES SHOWN I J Z
UNLESS OTHERWISE NOTED. FOR REFERENCE ONLY. VERIFY LOCATIONS W/OWNER. CLEAN ALL LIGHTS I a O Uj C!
PRIOR TO JOB COMPLETION. J �!
2.ALI. ELECTRICAL WORK IS DESIGN BUILD-All ELECTRICAL OUTLETS,DATA&SWITCHES 1Z LL
SHOWN FOR REFERENCE ONLY. VERIFY LOCATIONS WITH OWNFR 2. ALL MECHANICAL WORK IS DESIGN BUILD. VERIFY LOCATIONS W/
ND LK OWNER. CLEAN ALL DIFFUSERS PRIOR 10 JOB COMPLETION.
3.SOU CAU ALL WALLIGLASS&WALL/MULUON JOINTS. �y
Q. Ctf
3. SUBMIT PROPOSED LOCATIONS FOR E',rAERGENCY LIGHTING,AND
4. PROVIDE NEW FLOORING;&BASE. t
SPRINKLERS FOR FIRE MARSHAL REVIEW AND APPROVAL � � � ('
P
5. PAINT WALLS.COORDINATE WITH OWNER
6. VERIFY CURRENT CONDITION OF EXTERIOR WALLS. FRICTION FIT BATT INSULATION W/ Z
VAPOR BARRIOR TO INTERIOR AND INSTALL GYP BD AS NEEDED.
7. NEW DOORS,FRAMES,AND HARDWARE TO MATCH EXISTING BUILDING STANDARD. Q t
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PROJECT NAME
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LDA7E-_- 06.18.04
CHECK TLV
I DRAWN BY.• CF
PROJECT. 204154
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IT IS DUE TO THE QUALITY OF THE
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18 GA.DEFLECTION CHANNEL
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TO S I RLKT.@ 8'-0-O.C.
B1PROVIDE FOR 314*DEFLECTION.
A3.1
CONTINUE t
GYP 80.TO
CEILING
CEILING
2
3.1/2'25 GA MTL STUDS 24-O.C.WITH
TYP 5V TYPE'X GYP.BD.EACH SIDE. EXTEND 64MTLSTUDSANDGYP.BD FULL LLTO UNDERSIDE OF STRUCTURE ABOVE. 83 '
TYP83 \
PROVIDE 3"SOUND ATTENUATION BATTA3.1
INSULATION FRICTION FIT IN STUD& 1121 SW Salmon
ACOUSTIC SEALANT @ FLOOR SLAB&
DETAIL KEYNOTES CEILING GRIP. THE PORTION ABOVE THE Suite 100
CEILING TO BE FIRE TAPED. GA WP 1072 Portland, OR 97205
COMPRESSION STRUT
HILTI POWDER DRIVEN
NJ. ji@ I Z-0.Oc ANCHOR DIN 1 9P8 AT 4'-0" .... ... Tel. S0 OR
T 1P O.C.THRU MTL. STUD BASE Far. 503.221.2077
3 VERTICAL HANGER WIRE TRACK
TMP BRACING SPLAY WIRE EXISTING SLAB�_
(M 12'-0'OC
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A3. CROSS BRACING ELEVATION 7- 1 V-6"FOM
Al. CEILING GRID A2. STANDARD DEMISING WALL F�-
SCALE: 1 112*=1'4r SCALE: I/2"=1'-0* SCALE. 114l!--I�.00
A
COLUMN WRAP BEYOND STEEL Li
COLUMN
GYP BD ON
HARDWOOD WALL CAP MTL FURRING -
PROVIDE((2) SHEET METAL SCREWS
AT EA. B 4 E ATTACHMENT TO 3/4'FURRING HARDWOOD
STRUCTURAL ROOF 20 GA. 3 1/2"STUD BRACING TO CONSULTANTS
MEMBER TYP. COUNTERTOP
3 STRUCTURE 0 8'-U'O.C.
LINE OF WALL
PROVIDE 2"X 1/8"LIGHT
To FINISH BELOW
METAL EDGE TRIM
SOUND SEAL114G GASKET
CONTINUOUS BETWEEN
SOUND&CEILING
451/4 MAX 450B 3
VERIFY HEIGHT I Typ
451/4 MAX
F-
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PROVIDE (2)!-ASTENERS
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PYP.
O.C.WITH 5/8-TYPE'X'SUSPENSION MEMBER GYP. BID. EACH SIDE. j
AND SUPPORT ABOVE(TYP) PROVIDE 3"SOUND ATTENUATION BASE LL
BATT INSULATION FRICTION 4 LL
FIT IN STUD SPACE ANDACOUSTIC O cz
SEALANT a FINISH FLOOR.
HILTI POWDER DRIVEN
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ANCHOR ON 19P8 AT 4'-0" I i I I GYP BD ON 1-518qftft Ix
O.C.THRU MTL STUD FINISH FLOOR MTL STUDS - --- LU
TRACK
BASE LU 1,ft g:
EXISTING SLAB
STEEL X-BRACE
421
�7- FOF 7° FGF
Bl. CEILING GRID BRACING B2. STANDARD PARTITION WALL B3. DETAIL AT X-BRACE B4. PLAN AT X-BRA CE
SCALE: 1 1/2'=1'-0" SCALE: 112"=1'W SCALE: 1"=V-0" SCALE. 314"= V-0"
B
(6RID� �GRID)
PROJECT NAME
ADDITIONAL HANGERS ALL MEMBERS BLDG STRUCTrFOF 1'-5112'TYP T- 1'-0"TYP
W/IN 3'OF PERIMETER -------
COUNTERSLOPE HANGERS IF
112'SEISMIC JOINT MORE THAN 1:6 OUT OF PLUMBi I--
PERIMETER WALLS
II
H
ROOF DRAIN
MAIN RUNNERS W/#12 WIRES TRAPEZE HANGER WIRES C DUCTWORK&OTHER ELEC. --u
TO STRUCT @ 4'-0'O.C.
LG.OBSTRUCTIONS OUTLET,
CENTER IN9
FACE OF COL. U? �r I, )
WRAP WHERE —A-K --k
00 OCCURS
EXISTING
EXTERIOR WALL
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DEMISING
1p PROVIDE(2)SLACK WIRES TO WALL AS
Ek FIXTURE. PROVIDE SCHEDULED I LQ
POSITIVE CLIP FROM I I PROJECT.• 204154
FIXTURE TO W,IN RUNNERS.
FIXTURE WE GHT NOT TO ELEC.OUT LET,
LATERAI BRACT NG'SYSTEM @ 12'-0" EXCEED 56 LBS. CENTER IN FACE
71
O.C.EA WAY. BEGIN BRACING WITHIN -
-—----------------------
OF COL..WRAP
6'-0" PERIMETER&2"FROM CROSS 11 \\\
' WHERE OCCURS
MEMBER. BRACING SYSTEM MAIN RUNNERS W1#12 WIRES
INCLUDES COMPRESSION STRU I W1 TO STRUCT @ 4'-0-O.C.
(1)HANGER WIRE THRU CTR&(4) CROSS RUNNERS FR 5/8"GYP BID ON 1-5/8"
HANGER WIRES SPLAYED IN(4) 5/8"GYP BD ON 1,9/8"
BETWEEN MAIN RUNNERS METAL STUDS AT 1'-4* 8'FOF
MAX METAL STUDS AT V-40
DIRECTIONS @ 45 O.C. MAX
O.C. MAX FOS
A3s I
Cl. SEISMIC CEILING ASSEMBLY -XTERIOR WALL C4. FURR COLUMN A T EXTERIOR CORNER
C3. FURR COLUMN AT Pfaffle SIr.#100,8060
SCALE: 1 1/2"=V-0- SUP2004-00298
SCALE: 1 1/2"=V-0- SCALE: 1 1/2"=1'-0"
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