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SCALE I 11-011 INA 1 1 NOT TO SCALE 0�1 �' � x x
STUDS A110-0- O,C.
10 OLSTRUCTURE
C TU:EABOVE FO,
WALLS LONG[ THAN HA 12'-0' D<15TING WINDOW WALL CITY OF TIGARD
WI T11OUT I 14TERSECI INC, WALLS MULLION - ACTUAL 5HAPE Ai)r)ro%,4d................................... . V�
AND 512E MAY VA.FCi'FROM T� �
EXTRU51ON SHOWN '-wi-1,ionally Approved.................... r V-4 Cr
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ING SUSPENDED CEILING EXISTING GLAZING di
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3/1 ral x I" BLACK FOAM 4.4
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EXISTING WINDOW5ILL
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4" RUBBER BASE-TYP. RACO TRACK CENTER ON WINDOW MULLION
ATTACH BOTTOM TRACK TO FLOOR WITH
POWDER DRIVEN ANCHORS AT 24' 0.C. SMOOTH FIN. G'rr 5D. OVER METAL 57UD5
FINISH FLOOR II
u
2� TYPICAL WALL SECTION K'6__�WALL TO WINDOW CLOSURE 1 ro 4
SCALE I " 1 '-O" SCALE V = V-O"
BUILDING INFORMATION, GENE RAL NOTES
24 GA METAL STUDS AT 10'-0' O.C. PACO MCADTO BLDG.
STRUCTURE,
AB."E FOR I . ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCr
WALLS LOOTNA 2 -0" BUILDING OWNER: PACIFIC REALTY ASSOCIATES. L. P. WITH THE LATEST EDITION OF THE UNIFORM BUILDING ODE.
WITHOUT INTERSECTING WALLSn 15350 S. W. SEQUOIA PKWY --00 AS AMENDED BY THE STATE OF OREGON AND ALL OTHER
{ r $i #
PORTLAND, OR 97224 STATE OR LOCAL CODE REQUIREMENTS THAT APPLY .
P-11 BATT INSULATION 4' CENTERED OVER WALL
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
( 503) 624-6300 PHONE CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING
2'-0' ( 503) 624-7755 FAX BUILDING AND NOTIFY ARCHITECT OF ANY DISCREPANCI ES
-BLOCKING 7YP. 0 FASTENING POINTS
. ..... PRIOR TO STARTING THE WORK.
VISTING SUSPENDED CEILING
BLDG. #: TIGARD TRIANGLE CAMPUS BUILDING R ( PTR#082)
-RACO #FS-40 RECESSED -REE CONTRACTOR SHALL KEEP THE AREA OF WORK OF
>-<
REVEAL HEADER I j SHELL PERMIT: 2000-00367 GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDI NO DOCK
>-<
ACCESS AREAS.
SPRINKLERE DTO: ORDINARY HAZARD 4. CONTRACTOR SHALL KEEP THE ROOF FREE OF DEBRIS ( I . E.
3-1/2" BATT INSUL. ----------------- --
i ADDITIONAL 5VAT:H NA I LS SCREWS) AT ALL TIMES.
L C ANG LOCATION CONSTRUCTION: TYPE I I ONE HOUR
BI L 5. ALL GYPSUM BOARD TO BE A MINIMUM OF 5/8THICK
3-5/8- 147L. STUDS 0 24- 0.C. Iu
0 VERTICALLY ATTACHED TO 3 5/8" METAL STUDS 24" 0. C. >
BOTH SIDES z
GYP. ORD. I TH 1 " TYPE
r TENANT INFORMLATION S-12 SCREWS 12" O. C. UNLESS OTHERWISE Z.
C"'ER LINE OF STUD
NOTED.
TENANT: NORTHWEST EVALUATION ASSOCIATION
6. WATER RESISTANT GYPSUM BOARD SHALL BE INSTALLED
ZI 48" ABOVE THE FINISHED FLOOR ON THE WALL BEHIND ALL CIS iJ G4 Z
f:L--CTFUCAL ILI
r :) OCCUPANCY: B PLUMBING FIXTUPES IN TOILET ROOMS.
OUTLET
3--I/2' BATT INSUL. IN SUUND ATTENUATION WALLS 7. TOILET ROCM BASE SHALL EXTEND 6" ABOVE THE FINISH
OF,i-BOX FLOOR AREA FLOOR ON ALL WALLS
RUBBER BASE-TYP, RENTABLE: 3, 330 SF THIRD FLOOR
-ATTACH BOTTOM TRACK 10 FLOOR WITH RENTABLE: 5, 313 SF THIRD FLOOR Z
8. IN FINISHED SPACES FURR-OUT EXTERIOR CONCRETE WALLS
POWDER DRIVEN ANCHORS AT 24" D.C. RENTABLE: 22, 088 SF FOURTH FLOOR
UNDr.KCUj C WITH 5/8" GYPSUM BOARD OVER METAL STUDS W/R--13
FINISH FLOOR FMQUIRZO TO CLt.Att FIBERGLASS INSULATION OR 1 1/2'9 FURRING CHANNALS AT
FLOOR rit,115H 1:14
TOTAL: 30, 731 SF 24" O. C. W/ FOAM BOARD INSULLATION.
9. ACOUSTICAL CE : LING SYSTEMS:
SUSPENSION SYSTEM TO BE EXPOSED METAL T-BAR,
PREFINISHED WHITE, TO COMPLY WITH U. S. 0. S'7, ANDAR[
WALL W/SOUND ATTENUATION TYPICAL MOUNTING HEIGHTS INSTALL LATERAL BRACI NG PER CODE. )S.
0
1-011 I-Olt
SCALE V 1 SCALE 3 10. CONTRACTOR TO PROPERLY PATCH ALL ROOF PENETRATIONS
FOR WATERTIGHT SEAL.
It
11 . ALL DOORS SHALL BE 3' -0" x9' -O" x1 3/4" SOLID CORE WOOD
UNLESS NOTED OTHERWISE. DOOR HARDWARE SHALL BE
SCHLAGE AL SERIES. BUTTS, CLOSERS, AND OTHER HARDWARE REVISKONS
TO BE 625 FINISH. DOORS WITH CLOSER USE D-SERIFS
12. HVAC TO BE A BALANCED, DESIGN-BUILD SYSTEM. 'AECFIANICAL 1 .
CONTRACTOR TO SUBMIT SPECS UNI TS, FASTENERS, WEIGHIS
AND ZONE MAP AT TIME OF BIDDING. 2.
13. PROVIDE SPRINKLERS BELOW SUSPENDED CEILING PER CODf. . 3.
SPRINKLER HEADS SHLLL BE CENTERED IN 2 X 2 CEILING TILE.
LAYOUT OF SPRINKLEFS BY CONTRACTOR, 4.
14. DUCT ALL EXHAUST FANS. MOUNT TO ROOF STRUCTURE TO5.
MINIMIZE MOTOR NOISE
15. PROVIDE LABEL FOR EACH CIRCUIT AT PANEL FOR
IDENTIFICAITON PURPOSES. THPIRMOSTAT LOCATIONS TO BE
REVIEWED by OWNER PRIOR TO INSTALLATION.
16. TELECOMMUNICATION SYSTEM BY TENANT. CONTRACTOR TO
In COORDIN9TE WORK.
1 1/-4* cHkomr For,) III, FLANGES
PROVIDE 2 X 8 BLOCKING IN STUD 17. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS
5 1 DATE:8 2.6 02
PIACE FOR ATTACHMENT MULLACNS OR GLAZ �; NG.
ALL 5HELF 4 5UPr(-')PT 51,1 ACM 18. CONTRACTOR TO PROVIDE PACTRUST S "ANDARD VE?TICAL
511IIALL BE W11TE MEI.-AMINr- BLINDS AT ALL EXTERIOR GLASS,
19. CONTRACTOR TO PROVIDE AND INSTALL FIRE EXTINGUISHERS
AS REQUIRED PER CODE. SEE PLAN FOR LOCATIONS/TYPE
20. CONTRACTOR TO PROVIDE AND INSTALL RESTROOM ADA SIGNAGE
AS REQUIRED PER CODE. A omme 1
21 . ALL DIMENSIONS ARE TO FACE OF SHEFTIROCKUNLESS
ROD AND SI-IfIF OTHERWISE NOTED. 68th Pkwy #400. 12909
"up
2002-00372,MEC2001
SCALE III 1 0-011 - of 9 -0!!j
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oa0 ............_............ _ ......_ ........................ lA
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NOTES:
1 . ALL WALLS PERPENDICULAR TO OUTSIDE PERIMETER REV1`'ONti
WALLS ARE CENTERED ON THE MULLIONS OR COLUMNS
FOURTH FLOOR PLAN UNLESS NOTED OTHERWISE
2. DIMENSIONS ARE TO THE FACE OF FINISHED WALLS
3. WIDTH OF OPENINGS INTO OFFICES WITHOUT DOORS SHALL
BE MADE TO ACCOMODATE A DOOR 4, FRAME IN THE FUTURE 4.
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IN THE WALL OF THE OFFICE THEY ARE SHOWN. THE 6.
RELIGHTS ARE 3'-O” ABOVE THE FINISH FLOOR.
5. ALL WORK ON THE THIRD FLOOR MUST BE DONE AND COMPLETE
AND ALLOWTHE TENANT TO MOVE BEFORE WORK CAN COMMENCE
ON THE FOURTH FLOOR D
ATE: 8/
2
8/
09
G. CARPETS EXISTS IN WORK AREAS OF THIS FLOOR iv
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- $P-6 CARRIER bORHR010 _ _4e0 3 P) b.011b 30.1 1AB'1'U 34.; 1[B7'l1 1000 - 219 LBS. 1 '-""' E" 1
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(1,) Pls'RALWHNTLI' LABRLYD FOR AREA YRRVEtD. `� Y>I137'INO TO R$W1IN �y y� >
OUTSIhE AIR (VENTILATION) COMPLIANCE SCHEDULE
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CALC'IJLA?ltD AVT►RA08 'TOTAL TOTAL -- - ------ -- i0 RE WWI)i? OR REPROOUCED Br ANY
ROOM )XrMG OCCUPANT OCCUPANT REQUIRED UUT9ID8 AIR �- - ULrT`,1DB Alli MANNC9, EXCF..PT 'HATH THE PF40P WTTE:N
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IiF-1 Or"7rlclf 990 FT. 100 3 FP. OCC. 4 2 20 76 � .._.._._� 7e COMhLIICS (���
HP-9 0}`elt 624 FT. 100 Sq. FT./ OCC. 6
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ILP-4- _ OMCR 900 S4. PT. too 9 FT. OCC. ----- - p----- --- -- ---- - _ _ 160_ _ __l eQ - -�---__ - - --
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_ IAdapted from 1997 (IBC - Chapters 10 Ae 12 Tobias l0A & 12A
TIBC 1209.2 The otitdloor air flow tate may be determined on the basis of average venUlatlon occupancy load pr:,vlded the overa,6e ventilation - -
_.._� 000up�. • ,� load used nllall not be, less than one-half the minimum specified to sect.ion 1009.2.2
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