10565 SW NIMBUS AVENUE STE 100 1
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- •�- 1 CONTRACTOR: Dean M. Lampus DESIGNER: i
These documents reflect the demolition and renovation of - Iw r1P -_ ,;'' ��0M
• ' •� Norwest Construction Inc. LU
existing space. IIPO Box 25305
- este PORTLAND, OREGON 97298
Ra 'n �roUe c
-Cemetery-_.... F: 03.291.2036 W
CONST, TYPE: II F.R. ',. � �,
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titi ashingtnn aqua Rd r`-_.__ OWNER: Don H. Thiel
OCCUPANCY TYPE: B
` G $�� �I _ ,# ___ _ SITE PMC - SIERRA
SPRINKLERS: YES 8555 Baxter Place 7
- q�lBURNABY, BC VSA 4V7 - CANADA / L
OCCUPANT LOAD: 147 r_ �-r' ` ' `��
T: 604.415.6651 I N
F: 604.415.6161
TOTAL SQUARE FOOTAGE: 15,500 S.F. ` r r wed k 1 nak St Elizabeth Ettlin i m `
NUMBER OF REC1'D EXITS: 2 !�� - '' "" - TENANT: 8
�' "' w ' � % Inovise Medical
PRO ECT BUDGET: 150,000.00 '� � ' ~-- I 10565 SW Nimbus, Suite „J
w � :,� 5 I I TIGARD, OREGON 972233
T: 503.554.4274 O
F: 503.538.8868 Y pQrillt :o'
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_ .-._ a demn -� ! I Paul Gibbons, Principal
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I -Sw Buriudr � josh Oron Designer
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general notes I Project data sheet index building key plan
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WORK COVERED BY THIS CONTRACT IS ONLY FOR THE LOCATIONS 13. CONFIRM WITH DESIGNER IN WRITING THE ORDERING OF FLOOR COVERINGS,WALL
AS SHOWN ON THE ACCOMPANYING DRAWINGS. COVERINGS,LIGHT FIXTURES.FINISHED DOORS,14ARDWARE AND OTHER LONG LEAD ITEMS
WITHIN TWO WEEKS OF CONTRACT AWARD OR IMMEDIATELY FOLLOWING THE RETURN
•
WORK SHALL CONFORM TO ALL CITY O COUNTY,STATE,FEDERAL AND OTHER F A ROVED SUBMITTALS. LOCATION:
Scholls Business Center
V N. i
2 REGULATORY CODES,LAWS AND STANDARDS. ALL DISCREPANCIES AND VARIATIONS TO.O COVER SHEET
OR OMISSIONS IN THE CONTRACT DOCUMENTS SHALL BE REPORTED PROMPTLY TO 14, WALLS TO BE CENTERED ON BUILDING GRIDS UNLESS NOTED
THE DESIGNER. OTHERWISE. ALL DIMENSIONS ARE FROM CENTER OF WALL OR GRID 10565 SVS/ Nimbus
UNLESS NOTED OTHERWISE. T I . I D DEMOLITION PLAN `
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3. THE CONTRACTOR SHALL INSPECT THE JOB SITE PRIOR 1"0 THE START OF WORK. Suite A
VERIFY ALL SITE CONDITIONS,DIMENSIONS,QUANTITIES BUILDING RULES AND OTHER 15. DIMENSIONS ARE GIVEN AS GUIDES TO ESTABLISH THE LAYOUT WHICH IS BASED
LIMITATIONS. NO SUBSEQUENT EXTRAS WILL BE ALLOWED FOR ANY CLAIM DUE TO LACK ON THE GIVEN CONFIGURATION AND FEATURES OF THE EXISTING STRUCTURE. THE T1 . 1 FLOOR PLNN
OF KNOWLEDGE OR DISCERNIBLE CONDITIONS. CONTRACTOR SHALL ASSURE PROPER FIT OF THE NEW WORK WITH PROPER Tigard, Oregon 97223
RELATIONSHIP TO THE EXISTING FEATURES. WHEN ESTABLISHING LAYOI IT,THE CONTRACTOR
4. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS SHALL CONTACT THF DESIGNER FOR APPROVAL BEFORE COMMENCING WITH CONSTRUCTION.
T 1 .2 REFLECTED CEILING PLAN -�- 7 -r �� Ln
PRIOR TO CONSTRUCTION. CONFLICTS SHOULD BE BROUGHT TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING ALL DIMENSION BEFORE
40
THE ATTENTION OF THE DESIGNER BEFORE CONSTRUCTION ORDERING EQUIPMENT AND MILLWORK.
BEGINS. T I .3. 1 ELEVATIONS/DETAILS _ ', �, !i;� �, M
16, AT THE COMPLETION OF THE WORK,CLEAN ALL SIGHT EXPOSED SURFACES AND LEAVE PERMIT ISSUE May 18th 2004 PLANS FOR DEFERRED SUBMITTALS I N L E�rtii L 1
S. THE CONTRACTOR SHALL MAKE APPLICATIONS FOR ALL CONSTRUCTION PERMITS PROJECT CLEAN AND READY FOR OCCUPANCY. EMPLOY EXPERIENCED WORKERS OR , �/ \ /%�� ' %//� �/ / C4
AND THE CERTIFICATE OF OCCUPANCY. ALL APPLICATION FEES AND TAXES ASSOCIATED PROFESSIONAL CLEANERS FOR FINAL CLEANING. REMOVE GREASE,DUST,DIRT STAINS T 1 .3.2 ELEVATIONS/DETAILS
LOW VOLTAGE MECHANICAL SPRINKLERS -- -- --WITH THE WORK SHALL BE PAID FOR BY THE CONTRP.CTOR. AND LABELS EXCEPT ON RATED DOORS,FINGERPRINTS AND OTHER FOREIGN MATERIALS BID ADDENDUM #I
6. COORDINATE THE ELEVATOR SCHEDULING.LOADING DOCK ACCESS AND THE FROM SIGHT EXPOSED SURFACES POLISH PATCH AND TOUCHUP MARRED SURFACES TO AND FIRE ALARM SYSTEM TO BE PROVIDED
TIMING OF I OUD DISRUPTIVE WORK WITH THE BUILDING MANAGEMENT OFFICE. SPECIFIED FINISH. CLEAN MECHANICAL EQUIPMENT DUCTWORK AND REPLACE FILTERS .SET REISSUE BY DESIGN/BUILD CONTRACTORS
AND CLEAN ELECTRICAL WORK INCLUDING LIGHT FIXTURES.
TRuc*riON SCHEDULE TO TENANT AND THE DESIGNERS WITHINRK INCLUDING BUT NOT
7. TWO E CONS 17 PING E ERT TC., AUCCORDANCE WITH REQUIREMENTS ORESEI MIC ZONE 3.
CONSTRUCTION ISSUE
TWO WEEKS OF THE CONTRACT AWARD. SHOW START OF WORK TIMING AND COMPLETIOPJ
DATES OF ALL CONS1 RUCTION DISCIPLINES. REPORT ANY SCHEDULE CHANGES
LEADING TO A DELAY OF THE SCHEDULED COMPLETION DATE, 18, A-L EMERGENCY LIGHTING.SPRINKLERS,FIRE DETECTOFS E
FIRE ALARMS,COMMUNICATION DEVICES AND ALL OTHER I _ ------
8. THE CONTRACTOR SHALL SECURE THE PROJECT AREA FROM NON-CONSTRUCTION BUILDING REQUIREMENTS ARE TO CONFORM TO THE OREGON , P I I C
PERSONNEL. STATE BUILDING AND FIRE SAFETY CODES. CITY OF TIQ�RD
nceu ❑nc� F�
9, PROTECT ALL WORK NEW AND EXISTING FROM UNDUE EXPOSURE TO HEAT 19. SEPARATE PERMIT IS REQUIRED FROM THE FIRE Approved.lL��`DLM...''..............I'? i I'cccpncti Load
CONDITIONS. SEPARMARSATE
P OFFICE FOR SPRINKLER AND ALARMS. I ".,ndltly the Approved...... i +� lmsirCorri Type
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I0. SUBMIT ALL SHOP DRAWINGS AND MATERIALS FOR APPROVAL TO THE DESIGNER. 20 MECHANICAL AND ELECTRICAL WORK INDICATED IS FOR INFORMATION ONLY,THESE SYSTEMS •1
Att ac "cwhilily ��t�ti�
ARE S�IBCONTRACTOR DESIGN-BUILD.CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS Job Address: OS 1W NinLri A�..
c t OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT.COORDINATE POWER,WATER AND DRAIN ----�'-- I I`
!I SUBSTITUTION OF SPECIFIED ITEM.,SHALL NOT BE ACCEPT .D.
COORDINATE POWER,WATER AND DRAIN INSTALL.WITH EQUIP.MANUFACTURER PRIOR.TO By.���!•Q� nata _s�- :1L `�. Nlmbue Ave.#100,10565 1
BUI'2004-00244
12 DO NOT SCALE DRAWINGS,DIMENSIONS SHALL GOVERN DETAILS SHALL GOVERN BEGINNING WORK, ALL OUTLETS NOT DIMENSIONEL ON PIAN SHALL BE MOUNTED @
OVER PLANS AND ELEVATIONS. 18"A.F.F.TO CENTERLINE. - L__��— ------ ------------...-------------_--_----- L---.----_.—_—______ ..._..---.---.-..-
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® AIR SUPPLY project no.: 04273.05
I. PARTITIONS, DOORS, RELITES AND 11 EMS SHOWN DASHED ARE t0 BE REMOVED LINEAR SLOT DIFFUSER „
OR RELOCATED. REUSA51-E MATER-141_5 ARE TO BE RETURNED TO BUILDING STOCK- scale: 1/8" = 1'-0"
2. WHERE REMOVAL OF PARTITIONS OR EQUIPMENT RESULTS IN ADJACENT SPACES, BECOMINS + SPRINKLER
A SINGLE SPACE, REWORK FLOORS, WALLS AND CEILINGS TO PROVIDE SMOOTH PLANES Wf"HOUT drawn by: JSO checked: XXX
BREAKS, STEPS OR RAMPS. SPRINKLER TO BE
3, WHEN NEW WORT. ABU•PS OR FINISHES FLUSH WITH EXISTING WORK,MAKE A SMOOTH RELOCATED
WORKMANLIKETRANSITION. PATCHED APRK TO MATCH ADJACENT EXISTING WORK IN TEXTURE 0 WHITE COVERPLATE drawing issue schedule
AND FINISH, N HORN STROBE
4. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT 13 SHOWN ON THE DEMOLITION PLAN, WHITE COVERPLATE description b date
THE INTENT le TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE V VISUAL ALARM P /
THE WORK BY ACCORDANCE WITH THE CONTRACT DOCUMENTS.
4X, EXIT SIGN {
N D. WHEN DEMOLITION PATCH AND REPAIR AFFEO S A PORTION OF WALL SURFACE, REPAINT
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& ® AIR SUPPLY — project no.: 04273.05
IF �` �I 1. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING DATA AND ELECTRICAL OUTLETS. VERIFY LINEAR SLOT DIFFUSER scale: 1/8" = 1'-0"
I �! I `1 WITH THE TENANT EXACT LOCATIONS AND REQUIREMEN'rS OF ELEC.TRICHL, VOICE AND DATA
CPT-' LEAVE EXISTING CARPET OUTLETS. + SPPINKLER ___F_�-
P-I MATCH EXISTING PAINT ON NEW WALLS 2. CONTRACTOR TO COORDINATE WITH TENANT'S LOW-VOLTAGE TELECOMMUNICATIONS VENDOR / dra^vn by: JSO I checked: SDP "•
B-1 MATCH EXISTING BASE TRIM ON NEW WALLS ALL LOCATIONS AND REQUIREMENTS. l R\ RELOCATED
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VCT-1 VCT TO BE DETERMINED 3. EXISTING ELECTRICAL. OUTLETS IN EXISTING WALLS TO REM,4'N UNLESS NOTED OTHERWISE. 0 WHITE COVERPLATE drawing issue schedule
4. ALL NEW WALL OUTLETS TO BE MOUNTED AT 18" AFF. UNLESS NOTED OTHERWISE TO CONFORM
H HORN STROBE
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5. PROVIDE BUILDING MANAGEMENT WITH AN AS-BUILT SET OF DRAWINGS AT PROJECT COMPLETION. VISUAL ALARM --
- SYSTEMS FURNITURE PROVIDED BY TENANT COORDINATE ALL WORK RELATED TO EQUIPMENT' WITH MANUFACTURERS RECOMMENDATIONS, F-
SPECIFICATIONS3 AND INSTRICTIONS. EXIT SIGN
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A 6. ALL ELECTRICAL and TELECOMMUNICATIONS ')EVICE COVER PLATES TO MATCH FAN C
EXISTING VOICE/DATA TENANT STANDARD COLOR -
ADD OUTLET key plan
A ADD VOICE/DATA 01 PROVIDE NEW Zm AMP CIRGUI f8 WITH 4 PLEX RECEPTACLES A T THESE LOCATIONS. Y P
AREA OF WORK ELEVATIONS/ DETAILS
RELOCATE OUTLET O PROVIDE SEPERATE 230V 20 AMP CIRCUIT AT THESE LOCATION FOR TEMPERATURE OVEN. — -
RECEPTACLE WILL REQUIRE 4 PRONG TWIST LOCI, VERIFY EXACT PLUG TYPE WITH TENANT.
I SPP POWER POLE: WIRE MOLL MODEL • �
25DTP-412 AND 2E5TP-B (COVER) 03 COPIER LC'CATION drawing number
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OS TYPICAL CONDITION FOR POUTER POLES AT WORK STATIONS. EACH POLE WILL SUPPORT A MAXIMUM
/ FLOOR PL��N OF 4 WORK STATIOPNS. EACH WORK STATION WILL HAVE A PC,MONITOR, KEYBOARD, PRINTER T 1 .9 1
I SCALE: 118"a I'•0«
/ C� PROVIDE TWO SHEETS 3/4" FIRE TREATED PLYWOOD FOR TELECOM GROSS CONNECT. PROVIDE ONE
_ 20 AMP FOUR PLEX AT 82" HEIGHT FOR TELECOM EQUIPMENt CG-04./]05
PROVIDE TWO DEDICATED 20 AMP FOUR FLEX FOR SERVER RACKS.
Nimbus Ave.x100.10565
BLIP2004-00244
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IT IS DUE TO THE QUALITY OF THE
ORIGINAL DOCUMENT f �8 Z BL L�L 8iZ Z 6'L SIZ �Z T�Z L 8I 8T LlT �11
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LEGEND
_ i I
9 2 HOUR WALL I
I HOUR WALL
Q1
NEW STANDARD
O 0 ~_ BUILDING PARTITION
EXISTING WALL
/�
/-� TO REMAIN
LOW HEIGHT WALL
® _ ( NCs �' 1S � I
WALL TO BE REMOVED f
x x x x x I -
-- _ - -_ L� x x - x l� WALL TYPE TAG €
— 101 OFFICE ROOM NO.a NAME
GPT-I FLOOR FINISH
lift Tbq�
-
- ' Iml DOOP.NUMBER -
' RECITE TAG
WALL.FINISH
O
x - x -- - x - K — x ��
PULL
DLIRECTOERING
x - _ -
1�3_ ICE I ITEM NOT IN CONTRACT
- - -
OI -- KEY NOTE
7 741
r !✓
rm Tis ELEVATION TAG
TEBTTI ' Ti 5 DETAIL BUBBLE /
40' - e
x x x x x x ' /
n s 'LECTION
i - REVISION CLOUD —
_ x - H/8 1 4I2r0/9b REVISION NO &DATE
- _ -- - - - 41-
-� - - -- — -' � �I EQUIPMENT TAS
DUPLEX C"1TLET
I I D
/ * DEDICATED DUP.EX
' OUTLET
X x x
FOURPLEX OUTLET
TELEPHONE/DATA
SPECIAL PURPOSE
OUTLET !/
FLUSH i LOOK MOUNT `,
- `�� - — W/SERVICES SHOWN INC Y ISE
L , _ L� _ -.- -� W°O V MONUMENT HGWN MEDICAL
BASEFEED
—
' WALL MOUNTED SCHOLLS
- — — — a —BASE FEE" BUSINESS CENTER
FLOOR MOUNTED
F 1
_
QPP POWER POLE
_x x '
i
(D THERMOSTAT
FIRE EXTINGUISHER
_ SEMI-R�CESSE D
} FIRE ALARM
a PULL STATION
-
x Q) JUNCTION BOX
0
x 3 0 3-WAY LIGHT SWITCH
116 AWE LNG @ ES "leia IT. SEIV 1z III
IIS
O 0 LIGHT SWITCH W/DIMMER
-- I - ---1--- M - -+- - D F a LIGHT SWITCH WI FAN
V! O !
UNDER COUNTER LIGHT
o I ' PROVIDE JUNCTION BOX
c I
`6J SMOKE DETECTOR
- �L=- —�-- �I. _ r� _ _ _ IIS/ II! _ _ r _ _ r _ _ _ _ _
I I I I 2 X 2 LIGHT FIXTURE
' ! TYPE&SWITCH
I
2 X 4 LIGHT FIXTURE
a TYPE 8 SWITCH
L I ® I X 4 LIGHT FIXTURE
' 1 q TYPE&SWITCH
I
- - �- I ! 2 X 2 24-HR LIGHT FIXTURE ++I
X,
1177 I ' I TYPE I
� I
2 X 4 24-HR LIGHT FIXTURE
�--
TYPE
- 1 1 ' 1 r ' I X 4 24-HR LIGHT FIXTURE
:- ��
TYPE
RECESSED LIGHT FIXTURE
10 TYPE&SWITCH
' - RECESSED 24-HR FIXTURE
~7 TYPE
OE o WALL WASHER
- PROVIDE JUNCTION BOX
' O q SCONCE
/�`` TYPE&SWITCH I
1 Y
PENDANT
PE& TSWITCH
�s� �I I r'
�ENE �,AL CE f i� f �1Cz 1�0TE5 �.. E`,sh� I `1� R� AIR RETURN
v
V
I. MECHANICAL )UBCONTKACTOR TO PROVIDE BALANCE TESTING AND AIR SUPPLY project no.: 04273.05 `
/ REPORT TO BUILDING MANAGEMENT --
�, _ EMERGENCY EGRESS PATH
2. CONTRACTOR TO PROVIDE BUILDING MANAGEMENT WITH AS BUILT I(NEAR SLOT DIFFUSER scale: 1/8" = I -0"
DRAWINGS AT COMPLETION OF TE 4E PROJECT.
3, RESWITCH LIGHT FIXTURES AS SHOWN FOR NEW ROOM CONFIGURATIONS + SPRINKLER !'
drawn by: JSO I checked: SDP
4. ANY WALL OR CEILING MOUNTED DEVICES OR CONTROLS REQUIRED BUT �� � SPRINKLER TO BE
NOT SHOWN ON THIS DRAWINcs ARE TO BE REVIEWED WITH DESIGNER / R\ RELOCATED
PRIOR TO INSTAI_l-NTION WHITE COVERPLATE
5. LIGHT FIXTURES, EXIT SIGNS AND ITEM'S SHOWN DASHED OR NOTED N
HORN STROBEARE TO BE REMOVED drawing issue schedule
TO BE RETURNED TO BUIL DING�STOCiGD. REUSABLE MATERIALS ARE L', WHITFCOVERPLATE description b date
VISUAL ALARM P Y
G. RELOCATE EXISTING SPRINKLERS AS REQUIRED.
EXIT SIGN .
7. EMERGENCY LIGHTING TO BE INSTALLED AS INDICATED ON CEILING
PLAN. AS REQUIRED SO AS TO PROVIDE ONE (1)FOOT-CANDLE ALONG FAN
N PATH OF EGRESS . EMERGENCY LIGHTS TO BE INSTALLED WITH
AUXILIARY POWER,
REFLECTED CEILING PLAN 8, MATCH TENANT'S EXISTING CEILING TEES AS REQUIRED. REPLACE
CEILING TILE DAMAGED DURING CONSTRUCTION.
SCALE
9. CEILIN3 IS ONLY BEING SHOWN IN AREA OF WORK. IF CEILING GRID, key plan
LIGHTS, DIFFUSERS, SPRINKLER HEADS ARE NOT SHOWN
ASSUME ALL ITEMS ARE EXISTING TO REMAIN. AREA OF WORK REFLECTED CEILING PLAN
10. RELOCATE PENDANT FIXTURES FROM 24TH FLOOR CONFERENCE ROOMS -
LOCATIONS TO BE DETERMINED. —
drawing number
Il. CEILING HEIGHT IS B'-10", UNLESS OTHERWISE NOTED ON THE PLAN.
I
12. NEW IS INDICATED AS "A" FOR HORN STROBES, LIGHTS, AND EXIT SIGNS.
T 1 . 2
CD-01273.05
i
Nirnbus Ave #100.10565
8UP2004-00244 a:
4 of 6
NOTICE
E f I I --- II! I�! 1111! III !II IJi III III !1! I ! III I�I 1�! III I�1 !�I III I I I�I I I�I !I� _
IMAGE ISINOT AS CNE R AS THIS NOTICE, III I i I l I t .JI I l l III l i l ISI f I I I I I!I I I I III I I I4 !I I I I I � I I I � I I I I I I I I I I I I � �O
IT IS DUE TO THE QUALITY OF THE _ _ _ No.3e --
ORIGINAL_DOCUMENT � -«• -
Il �llliul II�IIIIIiIi I�ilii illllli�i111llllililll Illi��Illlli illllllu illlllililillllilli illillui iiuluil iliiliii�Ill ilii iiiilil i iiiiliili iiiiluii iiliiiiuliliill`Iiiu�iili iiilliill iiuiiui illlllW`' �lui��iuliu �� � '� s � I� �Ill,�i iiiiiiliii
0.019 inch(0 46 mm)(No 25 carbon sheet a"yge)cb1"5 q" shaped m X 24"(610
M)on Centel with one full-length layer-1 sla' (15.9 mm)'npt ll iYPmm
�_ wallhoard7 afplred verrically attached with 1"(25 mm)long No 6 dtywtll screws to EXIST INca ROOF SYSTEM
16 1.1 each stud.Screws are 8"(203 mm)on Centel around the penrneter and 12"(;05 amt) 2��ge
un ceNer on the intermediate stud The wallboud mal be applied hmizomally when
76blc
mbui- I attached to 3/ (92 wit)stud,,and the horizontal jomts are stnggcrcd with those on
uds— --•.—.� the opposites6 de.Screws lot the hoilLOntal application shall be 8"(203 men)on
intenur center as vertical edges and 12"(305 mm)on center at intermediate studs.
i partition with — 0.019 mch(U.4ti row)(No.23 Catbon sheet steel ga e)channel shaped studs 24"(610 (V 2m GA 3 1/,2,, METAL AL STUD
gypsum wall mm)on center with two full-length layers a(e," (12 7 incl)Ty X gYpsum
board each wallMrud7 a plied venially each std,,.First laicr attached with 1"(25 mmllong. BRAGINCs TO STRUCTURE WI'fe 1
side p 3'a" (2) 08 SHEET METAL SCREWS AT
l0-1.2 No n drywa(I screws,8"(203 mm)on center around the perimeter and 12"(305 mm)
I N center on the intermediate stud second layer applied with vertical joints offset one _ EACH END x PROVIDE DOUBLE STUD
stud space from lust layer using (41.3 mm)long,No.6 drywall screw,spaced BRACE WHEN DISTANCE TO
it
9"(,19 am)on carer along vetu.al)outs,IY t305 mm)on Ceatst at ititetmediau STRUCTURE ABOVE 13 GREATER
Wids and 24"(610 mint Centel along top wd balom rums
r l v rr ,naidt
/ BRACING 70 BE PROVIDED
WHERE DISTANCE BETWEEN
EXISTIWz ROOF SYSTEM / PERPENDICULAR INTERSECTING N o `'
�`
EXISTING ROOF SYSTEM WALLS OR HORIZONTAL BRACING
�' BETWEEN WALLS EXCEEDS V-0"
(DO NOT EXTEND BRACING INTO
(U 20 GA. 3 1/2" METAL STUD / EXPOSED STRUCTURE AREAS)
BRACING TO STRUCTURE WITH / (1) 20 GA. 3 1/2" METAL STUD
(2) V SHEFT METAL SCREWS AT / / BRACING TO STRUCTURE WITH
-- 4 rr
/
/. EACH END% PROVIDE DOUBLE STUD (2) 08 SHEET METAL SCREWS AT
BRACE WHEN DISTANCE TO / EACH ENDt PROVIDE DOLlb-LE STUD EXISTING CEILING
% % y STRUCTURE ABOVE IS GREATER BRACE WHEN DISTANCE TO
THAN 5'-5". STRUCTURE ABOVE IS GREATER >ku'AN-8
�! BRACING TO BE PROVIDED THAN
/ WHERE DISTANCE BETWEEN / BRACING TO BE PROVIDED \�
/ PERPENDICULAR INTERSECTING WHERE DISTANCE BETWEEN \�\\
WALLS OR HORIZONTAL BRACING / / PERPENDICULAR INTERSECTING EACH SIDE
BETWEEN WALLS EXCEEDS 8'-0" / WALLS OR HORIZONTAL BRACING \ CASING DEAD USG 200-A
(DO NOT EXTEND BRACING INTO BETWEEN WALLS EXCEEDS 8'-0" `
EXPOSED STRUCTURE AREAS) / (DO NOT EXTEND BRACING INTO ATTACH STUD TRACK DIRECTLY
EXPOSED STRUCTURE AREAS) TO GRID
/ SCHEDULED CEILING 45 SCHEDULED CEILING
rl
I
STEEL ANGLE; 1 Ir � gGREWB
" x 16 GA x STEEL ANGLE I x 16 GA x
�\ 3" WITH (4) 05 SCREWS
EACH BIDE \\`\� EACH 81DE �b \�\
g GA81NG BEAD USG 200-A TI3.1 CASING BEAD USG 200••A
T13.1 ATTACH STUD TRACK DIRECTLY \ ATTACH STUD TRACK DIRECTLI
(2)FI/.TUBE HANGING GABLES T7 ,
TO GRID TO GRID
A7 OPPOSITE CORNERS
ACOUSTICAL BATT INSULATION T13.1 SECURED 70 STRUCTURE
5/A" GYPSUM BOARD EACH � CEILING GRID HANGER WIF
5/8" GYPSUM BOARD EACH 5/8" GYPSUM BOARD EACH ./ SIDE SECURE TO STUDS 45' FOUR WAYS
SIDE SECURE TO STUDS - SIDE SECURE TO STUDS '� WITH TYPE 'S' SCREWS AT
WITH TYPE 'S' SCREWS AT WITH TYPE 'S' SCREWS AT 5-1" O/C
5-1" O/C 5-1 O/C COMIPRESSIION POST
• 12' OC. EA, WAY
TI3.1 I
- ,) , �.•. kit: -
" A METAL 3-5/8" 20 GAUGE METAL / 2-1/2" 2P) GAUGE METAL � � �•t �`����+ ; ) � .
3-5/8 20 GAUGE STUDS AT 2'-0" O/C
j STUDS AT 2'-0" O/C // STUDS AT 2'-0" O/C �/ Www SF,6coml
11 - T-BAR LIGHT CLIPS
10 Tl3.1 AT TWO DIAGONAL I
TI.3.1 CORNERS /
SAFETY CABLE ATTACHED TO- _� INOVISE
4" RUBBER BASE. TYPICAL ®-1 CEILING GRID FIXTURE
4" RUBBER BASE. TYF"CAL B-I 4" RUBBER BASE. TYPICAL 5-1 AROUND THEN WRAPPED r
� CAel�LED N 4UTIMES.�IW CROSS RUNNER RUMMER MEDICAL
SECURE AT DIAD. CORNERS TYFIGAL BRACING; SCHOLLS
AI
NOT CONTAINING T-BAR CLIPS.
BUSINESS CENTER
--- , � LIGHT FIXTURE BRACING
-- WALL SECTION AT SLIDING GLASS WDO
WALL SECTION TYPE A WALL SECTION TYPE B - --__----_--- __ , 4 )_ SCA_LE:__ __SCALE: I U2 =I 0
SCALE: .-S CALE: I I'-0" J _
/ (2)25 GA STUDS EA. WAY AT �_ (2)25 GA STUDS EA WAY AT
V-0" O.G. ANGLE OF STUD / Q.
NOT ANGLE OF STUD TO EXCEED 45' FROM
NOT TO EXCEED 45' FROM NOT
CEILING PLANE (TYP.) GEfL(NG PLANE CTYF.) _
/ - I" T-BAR / —I" T-BAR �__. EXISTING WALL — STRUCTURAL SLAB NOTE: CONNECTION DEVICES
ASSEMFLY
SHALL BE OF AN APPRO� ED
\ BLDG StND 2 x 4 TEGULAR \ BLDG STND 2 x 4 TEGULAR E"i TYPE CAPABLE OF SUPPORTING
/ SECOND LOOK" CEILING TILE 100 LBS AND SECURED
"SECOND LOOK" CEILING TILT PROVIDE BLOCKING NORTH TO THE BUILDING STRUCTURE.
AS NECEeS�'RY GRID TO BE OF AN APPROVED
1/4" SPACER BLOCK In INTERMEDIATE TO HEAVY DUTY
—
--PERIMETER WALL TYPE.
1/4" SPACER BLOCK ? J ____+ 1
FACE _
1/4" CONTINUOUS LIGHT 4 a __ 1/4" CONTINUOUS LIGHT 1 \
SOUND SEAL GASKET SOUND SEAL. GASKET .—SOLIC) MAPLE TELESCOPING STRUT
' STAINED 'TO SET STRUT b'-0" MAX FROM
"L" METAL EDGE I?iEAD —_� MATCH DESIGNERS \\ PERIMETER WALL FACE.
_ L„ METAL EDGE BEAD SAMPLES
- \
TAPE AND MUD _ —
TAPE AND MUD __
EDGE BEAD KNAPE 4 VOGT COMPRESSION TIE
EDGE BEAD WEST
—25 GA GALVANIZED
25 GA GALVANIZED ASSEMBLY NUMBER �` SOUTH TYPICAL
HEAD TRACK READ TRACK RECCE RECESS AS
ANOD - ALL WIRES
TEK SCREW DIRECTLY TO 2” " NECESSARY TO FIT �9 NOTE: GRID BRACING A68Ef IBLY
---- TEK SCREW DIRECTLY TO x------ 12'-0" O.C. MAX. IN EACH DIRECTION.
CEILING GRID. CEILING GRID, FLUSH WITH TOP A ` USE 012 GA,WIRE TYPICAL FOR
' 5/8" GYP. BD. - F/8" GYP. :. D. ��___-_OF MAPLE SILL
\` DRACING FLUORESCENT LIGHT
_25 GA GALVANIZED `\�\� SING FIXTURES. FIXTURES OR EOUIPTMENT
25 GA SALVANIZED STUDS • 24" D.C. (TYPJ ---SPECIFIED GLA.
I- — STUDS • 24" Q.G. (TYP.)
`.\ WEIGHING GREATER THAN 56 LBS
is r
SHALL BE INDEPENDENTLI
INMAIN
CEILING SUPPORTED W/ 012 GA, WIRE AT EA.
�
CROSS TEE
21/2" 8 --t---- - 2 1/2' AT 24" U.c.. n l:
AT 48 O.C. CORNER TO STRI. TI,.RE ABOVE.
3 1/2 _
.�.h 31/2 -_--t-
t---- -- — ----
�.
i
, DETAIL AT SLIDING GLASS WDO HEAD CEILING MOUNTING DETAILS
'
DETAIL AT WALL TYPE A HEAD DETAIL AT WALL TYPE HEAD — -- --
- ----- ---- ---— SCALE 1/2"=V-O"
5 --
SCALE: SCALE: 6"-I'-0'
SCALE: 6"=I A -- /
(Olt
project no.: 04273.0.5
MDF RECEPTION COUNTER
-SPECIFIED GLAZING _� ---
3 ^-_-__ 3 I/2 -,� `8 AMINATED MDF (TO BE DETERI'11NED) k
_--- —..---_-� I ' scale: 1/8"
— 1'
-0 ,
_
„ - -- In 2 f/2" - - -� � f. ___ ---- --�v - )/2" THICK CORRAL SUPPORT drawn b SO checked: SDP
2 1/2" T s -- LAMINATED MDF /�-
LAMINATE FRONT
LAMINATED MDF (TO BE DETERMINED) y, 1
OF BLOCKING J
BD. �� r / (LAMINATE tBD) '' LAMINATED 1/21, THICK �A(TO BE+ORT
UETEld"!NEM) drawingissue schedule
BATT INSULATION 5/8" GYP. BD.
KNAPE 4 VOGT .
3n n .4`SSEM9LY NUMBER R4�'3"
Pi092 ANOD - s description by date j..
RECESS AS
4" COVE _ 4" GOVT ------ '. NECESSARY TO FIT Itt
UBBER BASE RUBBER. BABEFLUSH W;rH
R _1 r
'f OF MAPLE SILL
—_25 GA c,;ALVANIZED V3-3/4" THICK WALL
—_—25 GA GAL rANIZED --- STUDS • 24" O.C. (TYR) --
STUDS • 24" O.G. (TYP.) ------METAL STUD
25 GA
25 GA FLOORC7RACK(ZED FLOOR TRACK GALVANIZED �_--- - \\ — -
PROVIDE BLOCKING
-� -
`-`_— AS NECESSARY
EX15TING WALL
CARPET OR VGT _ —CARPET OR VCT ASSEMBLY
• . . . . . . . . . , , . , . . . • • , . • . . . . .Q. • . ELEVATIONS! DETAII S
�. STEEL PIN G rl�u I j" -- ----
Q. _---- -- STEEL f IN Iia G. . . . . . . . . . . . . . . SHOT INTO CONCRETE Z 4 �F 7
SHOT INTO CONCRETE Z Q �`—* �-
v . . drawing number
p . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . .
DETAIL AT SLIDING GLASS WDO , PLAN FOR RECEPTION COUNTER
1 ,03o
TYPE A BALE DETAIL AT WALL TYPE B BASE ` _ - - -
6 �lr-�n �DETAIL AT WALL -6
,r_ r n SCALE: - co.0427105
1
SCALE: 6"=I'•0" C10) SCALE: 6 -I.-Oh
k
I
Nimbus Ave.#100.10565
BUP2004-00244
5 of 6 t
v
NOTICE: IF THE PRINT OR TYPE ON ANY I
IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I I I _III1�III i III I ill�iI�I III i III I V i I I�I I1 f_I I_1_I Z__
III I l l!l l�1I iI III III I III�I�IIII i III t_I I I i�I�I I l i—111-l IIIiI�III-I _I_II I b1 ► I- R
~
IT IS DUE TO THE QUALITY OF THE _ _ _ _ - No 34 E• rr
�Ill�i (IIIIIIII IIIlIIIII�IIIIIIIIIIiIIIIIIIII(IIIIIII�I�111lllut�lryXs111 llIIt..S!^lllllII�lll IE(IIIj�6IIlIIII�II![(IIIIII9II ItIlIIIIILII�!(IIIIII9I�I I�IIIIII9II�I TINILIIII tNIIIIIBII T911119>s1 tIIIIIINTI TIUlIIlll��11T1111�I11�1(1 8IIIIIItII lullI 9 -` S T L I �TORIGINAL DOCUMENT 6 9t ��
� 117111;IIIIIi�(IIIIII
w -
4'-10"
6
TIA0
� I
8 Q► Z" 3,_0., 2" i._0,. 21' cD -- - �_._...-.PAINT - -
T13.2 -PAINTit ------ �*- - ____ f° I CEILING LINE
4 I'1
I' b � DJUSTABLE
I N (_) v ISE b ,r
SHELVES
� - _-- '- _^ 1 ---$LIDDING GLASS
LASTIG LAMINATE -� WINDOW
�. ACE AND ENG PANEL _
i
6 / DOOR PARDLUARE
GLASS
/ .--PLASTIC; LAMINATE BOOR HARDWARE _
- _ \ BAC.KSPLASH 4 9 -
- COUNTERTOP PL-I
_ u0 ip
E00R AND DRAWERt 2 HARDWARE
__ADJUSTABLE - --
- SHELF
- -/ -
� __ -PLASTIC LAMINATE
PL-1 ON CABINET RUBBER BASE
c� FACE AND END PANEL 5-1
y BEER BASE " y - -------�. 3'-0" �I 2'-0" I'-0�
TYPE ® TYPYP._- TYP. TYPE ® /
I
I
ELEVAT _O_N ELEVATION DOOR TYPES
SCALE: Ill'=i'-0
a � � _ '� ��
/ I �_.__ ----- - ----- - � ` -^ ---- - � r�UG d1LG
" / 7
SCALE: 1/2"=I -0" SCALE: 112'=I A"
uj/
CABINET CONSTRUCTION TO BE CUSTOM
GRADE AS DEFINED BY AWI SECTION - _.__lam aw condor awes
4008. COUNTERTOPS TO BE PREMIUM +V1d,oregan• 4
GRADE AS DEFINED BY AWI SECTION �ps.241.17S
4000. FINISH FACE OF COUNTERTOP SELF CABINET CONSTRUCTION TO BE CUSTOM SEISMIC BRACING 0 8'-0" O.C. S03"141.044
EDGE TO ALIGN WITH FLUSH OVERLAY GRADE AS DEFINED BY AW! SECTION -
DOORS AND DRAWERS _ ^
! -i 4008. Mf W W.w�Oil�l1.4;.611'1
I/2" THICK LAMINATE CLAD BACKSPLASH _ .0-- 4 FLUSH OVERLAY DOORS WITH P-LAM SUSPENDED CEILI 17
/ TYPICAL ALL LOCATIONS. ALL SIDES PER AWI SECTION 4008. 185-1 W/ AP-2J - -
SHIMMING BLOCK AS REQ'D SHIMMING BLOCK AS REQ'D S/>'' EYP. BD•— INOVISE
- �-FLUSH OVERLAY DOORS WITH P-LAM 32 MM ADJUSTABLE SHELF SYSTEM MEDICAL
18" ALL SIDES PER AWI SECTION 4008. PROVIDE PVC EDGE TO MATCH
— 32 MM ADJUSTABLE SHELF SYSTEM SPECIFIED INTERIOR FINISH.
J SCHOLi_S
PROVIDE F-LAM OR PVC EDGE TO DOOR PULLS TO 4" WIRE STYLE
MATCH SPECIFIED EXTERIOR FINISH. SATIN CHROME FINISH. PULLS ML-TAL STJDS-- BUSINESS CTR
0 TO BE MOUNTED HORIZONTALLY 3"
Q !=--
CIA
4 DRAWER PULLS TO BE 0 : FROM BOTTOM EDGE, AND 3" FROM
CIA , 4" WIRE W/ SATIN CHROME FINISH. ' ' DOOR EDGE.
• PULLS MOUNTED HORIZONTALLY 3" G--- 5/8" GYP.
FROM TOP EDGE, AND DOOM EDGE. HINGE SYSTEM TO BE CONCEALED _ 9
EUROPEAN' TYPE AS ALLOWED BY -
• AWI SECTION 1600 AND 1600 D- �
HINGE SYSTEM TO BE CONCEALED 120 DEGREE OPENING.
EUROPEAN" TYPE AS ALLOWED BY
- AWI SECTION 1602 AND 1600 B- MELAMINE INTERIOR SEE SPECIFICATIONS. SUSPEND D CEILI u.' ;tLJ
120 DEGREE OPENING. _- __ PROVIpE PVC EDGES ON EDCaE9
OF CABINET BODY TO MATCH
MELAMINE INTERIOR SEE SPECIFICATIONS SPECIFIED EXTERIOR FINISH.
PROVIDE PVC EDGER ON EDGES OF c�
CABINET BODY TO MATCH SPECIFIED MOUNTING HT. -LOCATION OF UNDER COUNTER
NEPER TO ELEVATIONS LIGHT IF SPECIFIED. !DELETE APRON0 .
IF NOT REQ'Dd
—
BASE CABINET SECTION UPPER CABINET SECTION SECTION AT CEILING
SCALE: I"=1'•0"
SCALE:.._._--I I/2 =1'-0" ----- -- – - --- - �
P
–` TENANT: INOYSE MEDICAL DATE 516/2004
I
DOOR SCHEDULE 1013: 04273 REVISED:
LOCATION: PAGEI OF
DOOR FRAM E HARDWARE
�---- SPANDREL GLASS PANELS !RE MATERIAL FIN113HI MATERIAL FIN13H
J
g _
8 1 0
Q
o �
�xyj �ss i ' yN� 9QB
-MATCH EXISTING t �_ r O N f D a ? C I A L Yg g i
STOPC FRONT SYSTEM a
p ; r ►- O p 4 a. !q g a
Z 3 F u O I r r 1 iii 3 iC u ii u a
1 2 3 4 5 6 7 6 4 A R C D E FI I INOT®
I OOA T-0'7'-0' 1-3/4" x x x L W EXISTING-CARD KEY ACCESS
1000 3'4"V0' I-3/4' x x L W EXISTING-CARD KEY ACCESS
EXISTING DOLELE DOOR -
' \ - OOD EXISTING DOOR•NO CHANGE -
-
TOP TOPALIGN
OF ESXISTING WITH \ I OOE Y-ON T.0' 1.3/4" X X X P W EXISTING-CARD KEY ACCESS
- - -_ -- --
STOREFRONT -CEILING TILE IOOF 3'-0"7'0' 1-3/4" X X, X P W EXISTING-CARD KEY ACCESS
IOOG T-O"T.0' 1.3/4" X X X P W EXISTING-CARD KEY ACCESS
101 T-0"P.0' 1-3/4" I EXISTING DOOR-NO CHANGE - '.
~ I OJ T-0"7'-0' 1-3/4' X - X X L W EXIST DR.ADD LOCK If N ONE
project no.: 04273.05
3'-0'T'0' I-3/4" x x Ix L W EXIST DG-ADDLOCI(IFNONE
--GLAZING TO MATCH EXISTING a U 104 3'-Q"7'.0' 1.3/4" x. X x P W EXIST DR-ADD LOCK IF N ONE �� n
TOP OF ESXISTING - scale: 1/8 = I -0
STOREFRONT 105A - EXISTING DOOR•NO CHANGE 1058 (} I EXISTING 0000.-NO CHANGE drawn by: JSO checked: SDP
63 105C 1 FT EAISTING DOOR•NO CHANG11 —
106 3'-0"TO 1.3/4' X X x P W NEW DOOR _
POWER POLE SECTION - --- -- -- drawing issue Schedule
I OBA 3'-G"7'd' 1-3/4" x x x L W Na+Door Wk4 TI ad 6144 rimat Witty _
I
93 7'-01
DOOR-NO CHANGE description by date
----
112 3'-0"7'0' 1 314" X X X L W NEW DOOR - —
DUPLEX OUTLETS 113 3'-0"7'-0' I-3l4' x x X L W NEW DOOR
��- TWO FOR PC -
--ALIGN WITH ° / 114 3'�0"7'd' I-3/4" Y. X X I- W NEVVDOOR
SILL OF EXISTING ° ___ DUPLEX OUTLETS
STOREFRONT 0 �' 115 T-0"7','J" 1 314-1 x X P W NEW DOOR TWO FOR ----
o = GENERAL USE 116 3'-0"7'-J" 1.3/4" X x x L W NEW DOOR —
° I I7 3'-0"7'-0' I.3l4' X x - X L W NEWDOOR
I.•LOCK,F■FASSA01,FV•FAIVACY SET,C 111CYLIND111•F n FLOOR,W-WALL
EGIUAL. 5'_0" EQUAL F.L,S.S.•FIFSUPI SAFifYSYSTRAI ELEVATIONS/ DETAILS
INSTALL PER MANUFACTURERS DOORTYM: "A" 3'-r'x1'•1"CVSTOMWITHTE[TURIDCLASS
' ---- --- -— �-- — f --- --—
INSTRUCTIONS v" a••rzr•rcuSTOMWITH c1-EAnoLAss
"IC" V-1"x1'•9"61-00.STD.WITH CUITOMSTAINTMAN'IIDI.SLOG.STO.CORRIDORS101
---........ drawing number
ELEVATION OF NEW STOREFP ONT ELEVATION/SECTION OF POWER POLE DOOR SCHEDULE
( 7
/ SCALE 1/2"=1'-0" SCALE: 1/2"=1'-0"
9 S.^,ALE: NO SCALE
8
T-
1 . 3 02
immCU-0427105
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Nimbus Ave 010C. 1051i5
SUP2004-OW44
60f 6
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NOTICE: IF THE PRINT OR TYPE ON ANY I I � � i I i III I I — I I I I I ( 1�_L__
IMAGE IS NOT AS CLEAR AS THIS NOTICE, - 6�
IT IS DUE TO THE QUALITY OF THE _ _ No.30 S• :es
ORIGINAL DOCUMENT30X
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