Plans (18) BUP2020 -00169
OFFICE COPY OFFICE COPY
0000
RECEIVE
CASCADE CENTERS JUL222020
CITY OF TIGARD •
CITY OF TIGARD BUILDING DIVISION
7180 S W FIR LOOP Approve z y Planning go *
Date: •
TIGARD, OR 97223 Initials:
GENERAL NOTES VICINITY MAP BUILDING DESCRIPTION CONTACTS fluentdesign
1015N.omw Ave.State 210
PWN,W,QW8617
A. ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL, STATE, AND LOCAL TWO STORY COMMERCIAL BUILDING. DESIGNER No ftuemaa aww.o�
CODES, WHICHEVER IS MOST STRICT. CODES ARE INTENDED TO MEAN THE ADOPTED L. PROTECT PROPERTY,ADJACENT PROPERTY, AND BUILDING MATERIALS FROM W:X en1design m c°
EDITION, AMENDMENT, OR REVISION OF SUCH REFERENCE STANDARD(S) IN EFFECT AS DAMAGE DUE TO CONSTRUCTION,STORAGE,TRANSPORTATION,ETC. FLUENT DESIGN, INC.
OF THE DATE OF THE CONTRACT DOCUMENTS. 4075 N.SCOPE O F WORK PORTLAND,ILLIOA 97FLUENT DESIGN,INC AVE.E.SUITE 210
I M. GC TO PROVIDE ALL NECESSARY TESTING AND COORDINATE ALL REQUIRED
B. USE DIMENSIONS SHOWN. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED OBSERVATIONS AND INSPECTION. _ THESE DRAWING$ARE THE PROPERTY o FLUENTDESGN
AND ARE NOT TO 9E R®RO ED IN ANY MANNER.
FROM DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CROSS CHECK ALTERATION OF EXISTING GROUND FLOOR TENANT SPACE CONSISTING OF DEMOLITION OFEXCEPT IW rNE PR OR wRR a APPRovuaFLUENT
DETAILS AND DIMENSIONS SHOWN ON THESE DRAWINGS WITH RELATED N. GC TO MAINTAIN ENVIRONMENTAL CONTROL MEASURES THROUGHOUT THE INTERIOR DOORS AND NON-STRUCTURAL INTERIOR PARTITIONS. NEW NON-STRUCTURAL CONTACT: COLLEEN MURPHY
REQUIREMENTS ON ANY CIVIL,STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, DURATION OF THE PROJECT,AS REQUIRED BY GOVERNING JURISDICTION. INTERIOR WALLS, DOORS,AND SITE LITE. NO CHANGE IN OCCUPANCY. NO EXTERIOR P:503.432.8617
AND OTHER DRAWINGS AS APPLICABLE. NOTIFY THE ARCHITECT OF ANYALTERATIONS. E:colleen.murphyQfluentdesignpdx.com
DISCREPANCIES BEFORE COMMENCING WORK. O. PREPARE ALL FLOOR AND WALL SURFACES FOR NEW FINISHES WHERE INDICATED;
REFER TO FINISH SCHEDULE. NOTIFY DESIGNER IN WRITING IF EXISTING DAMAGE TO
C. ALL DIMENSIONS ARE TO FACE OF FINISH, UNLESS NOTED OTHERWISE. FRAMING OR SUPPORT ELEMENTS IS REVEALED IF EXISTING FINISHES ARE REMOVED. VALUATION OF CONSTRUCTION TENANT CONTRACTOR
D. CONDITIONS AND DETAILS MARKED'TYPICAL"APPLY IN ALL CASES UNLESS P. PROVIDE FLOOR LEVELING AS REQUIRED TO INSURE QUALITY INSTALLATION OF $20,000 CASCADE CENTERS TEAM MASTERS
SPECIFICALLY INDICATED OTHERWISE. WHERE NO SPECIFIC DETAIL IS SHOWN,THE PRODUCT(S). 7180 SW FIR LOOP 1031 SE MILL ST STE B, PORTLAND
CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR THE TYPICAL TIGARD, OR 97223 OR 97214.
CONSTRUCTION ON THE PROJECT. Q. ALL NEW WALLS TO BE SMOOTH FINISH-LEVEL 4, UNLESS NOTED OTHERWISE. CODE SUMMARY
E. FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT REQUIRED FOR THE R. GC IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL APPROVED PERMITS AND BUILDING CODES: CONTACT: ELENA SHTERNBERG CONTACT:SARA KRAMER
SUCCESSFUL, EFFICIENT,AND FUNCTIONAL PROJECT COMPLETION NOT INDICATED IN REQUIRED LICENSES FROM LOCAL JURISDICTIONS. 2019 OSSC WITH OR STATE AMENDMENTS P.800-433-2320 971-221-3451
THE CONSTRUCTION DOCUMENTS AT NO ADDITIONAL COST. VERIFY ANY AND ALL D.503-214-2625 CCB 162574
QUANTITIES PRIOR TO BID. S. GC TO INCLUDE A CONTINGENCY FOR REMOVING LOW-VOLTAGE AND OTHER PROJECT SITE GENERAL BUILDING DESCRIPTION:
ABANDONED INFRASTRUCTURE, AND ANY OTHER WORK NEEDED TO COMPLETE THIS CONSTRUCTION TYPE: VB
F. DISCREPANCIES IN ANY SPECIFICATIONS OR DRAWING DO NOT RELIEVE THE PROJECT IN ADJACENT AND NEIGHBORING TENANT SPACES. COORDINATE AMOUNT NUMBER OF STORIES:2 DRAWING INDEX 4FFLCE.COPY
CONTRACTOR FROM THE WORK INTENDED IN THE DRAWINGS OR DESCRIBED IN THE WITH TENANT/LANDLORD. SPRINKLED: NO
SPECIFICATIONS.
OCCUPANCY GROUP:'B'OFFICE — —
T. ELECTRICIANS TO LABEL NEW, UPDATED, AND REMOVED CIRCUITS AT ELECTRICAL FIRE ALARM: NOT REQUIRED CS COVER SHEET
G. A COMPLETE, CURRENT SET OF THE PERMITTED CONSTRUCTION DOCUMENTS MUST BE PANELS AFFECTED BY SCOPE OF WORK. ID0.10 BUILDING KEY PLAN ) VIEWED FOR GLIDE COMPLIANCE
EXITS: ID1.10 ACCESSIBILITY
KEPT E THE JOB SITE AND AVAILABLE TO THE BUILDING OFFICIAL FOR THE DURATION Approvedi\[�I]
TOTAL SUBJECT TENANT SPACE:4,820 GSF ID2.10 DEMOLITION PLAN C: [ ]
OF THE PROJECT. ID3.10 FLOOR PLAN OT
APPROXIMATE AREA OF WORK: 1,528 SF
H. THE CONTRACTOR SHALL EVALUATE THE JOBSITE SAFETY AND SHALL BE FULLY AND OCCUPANCY: 'B' OFFICE ID3.20 FINISH FLOOR PLAN permit th r R i2Z On R I L)
OCCUPANT LOAD FACTOR: 150- B ID4.10 REFLECTED CEILING PLAN Address SOLELY RESPONSIBLE FOR THE PROCEDURES
SAFETY OF SUCH MEANS, METHODS, ID6.10 INTERIOR DETAILS &ELEVATIONS Addreest O :✓ 00 12
TECHNIQUES,SEQUENCES OR PROCEDURES IN ORDER TO PROVIDE ADEQUATE OCCUPANT LOAD 4,820GSF/150=32 r ^
SAFEGUARDS,SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER (PER 1004.5 &GROSS FLOOR AREA PER 202) suite
NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC;AND TO NUMBER OF EXITS REQUIRED (TABLE 1015.1):2 Bn DaOeiQ'1
PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED NUMBER OF EXITS PROVIDED:3 LL
BY THE CONTRACTOR. THE CONTRACTOR SHALL ALSO COMPLY WITH JOBSITE SAFETY MINIMUM WIDTH OF CORRIDOR:44' w
REQUIREMENTS AS REQUIRED BY THE GOVERNING JURISDICTION. MINIMUM WITH AT EGRESS DOORS:36"
I. DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDS WITHOUT THE 7
PRIOR APPROVAL OF A STRUCTURAL ENGINEER, OR PER MANUFACTURER'S SEPARATE PERMITS Z
SPECIFICATIONS. uj
GROUND LEVEL RESTROOM CALCULATIONS ELECTRICAL A` r 1
J. EVENLY DISTRIBUTE CONSTRUCTION MATERIALS IF PLACED ON FRAMED FLOORS OR v
ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FEET. VALIDITY OF PERMIT'
BASED ON TABLE 29021 TOILETS LAVATORIES THE ISSUANCE OF A PERMIT
.
K. PROVIDE ALL WORK IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS AS SHOWN. BASED ON CONSTRUCTION Ii
DO NOT TO DEVIATE FROM THESE CONFIGURATIONu
S) WITHOUT THE SPECIFIC WRITTEN COUNT PER SIX UNISEX WOMEN UNISEX WOMEN DOCUMENTS AND OTHER
PERMISSION OF THE DESIGNER OR ARCHITECT OF RECORD. DATA SHALL NOT PREVENT Q
32 16 EXISTING EXISTING 2 EXISTING 2 EXISTING 2 THE CODE OFFICIAL FROM
2 URINAL, REQUIRING THE CORRECTION
1 TOILET OF ERRORS.OSSC 105.4 G I\
TYPICAL SYMBOLS TYPICAL SYMBOLS FIRE & LIFE SAFETY NOTES REQUIRED 1 1 1 ' 1
u 0- 0
NOTES: NOT ALL SYMBOLS SHOWN NOTES: 1. NOT ALL ABBREVIATIONS SHOWN MAYBE USED /� C4
MAY BE USED 2. ABBREVIATIONS MAY BE USED IN CONJUNCTION WITH EACH OTHER v ) O a
A. ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED THE
1
NUMBER L ANGLE EL ELEVATION OH OVERHEAD REQUIREMENTS THE MOST RESTRICTIVE PREVAILING BUILDING CODE (GOVERNING EDITION) SEE ID0.10 FOR CENTER LINE ELEV ELEVATOR OTS OPEN TO STRUCTURE FOR SMOKE DENSITY AND FLAME SPREAD. REMAINDER OF TRAVEL
( CHANNEL ENCL ENCLOSURE DISTANCE. 0 <
° DEGREE(S) ENM ENAMEL PL PLATE or PLASTIC LAMINATE or B. PROVIDE EMERGENCY EXIT ILLUMINATION AND SIGNAGE AS REQUIRED BY PREVAILING u ;_1
*LETTER
0 DIAMETER EO ELECTRIC OUTLET PROPERTY LINE LOCAL JURISDICTION, BUILDING CODE, NFDA, OR NFPA (CURRENT EDITION).
INCH (ES) ETR EXISTING TO REMAIN PT PRESSURE TREATED
FOOT (FEET) EX EXISTING PWD PLYWOOD
# NUMBER EXT EXTENSION or EXTERIOR
_L PERPENDICULAR QT QUARRY TILE
REFERENCE GRID LINES It PLATE (F) FIELD DATA QTY QUANTITY FIRE & LIFE SAFETY LEGEND
x BY (2 x 4) (FA) FIELD ADJUSTED _
F&I FURNISH & INSTALL (R) REMOVE(D)
1 CELL AB ANCHOR BOLT FA FIRE ALARM R RADIUS, RISER > > PATH OF EGRESS (DIRECTIONAL)
A/C AIR CONDITIONING FABX FIRE ALARM BOX RB RESILIENT BASE
4 # 2 ACT ACOUSTICAL CEILING TILE FE FIRE EXTINGUISHER & BRACKET RD ROOF DRAIN MEANS OF EGRESS (EXIT ACCESS TRAVEL DISTANCE)
0• AD AREA DRAINFEC FIRE EXTINGUISHER CABINET RELOC RELOCATE(D) or(ION)
ADJ ADJUST(ABLE) FF FINISHED FLOOR REPL REPLACE ROOM NAME ROOM TAG
3 SHEET AFF ABOVE FINISH FLOOR FFE FINISH FURNISH EQUIP or FURNITURE REQ REQUIRED
ALT ALTERNATE,ALTERNATIVE FIXTURE EQUIPMENT RET RETURN or RETENTION ###
INTERIOR ELEVATION TAG AOS APPARENT OPENING SIZE END FOUND(ATION) RF RESILIENT FLOORING
FO FACE OF RM ROOM
BATT BATT INSULATION FOC FACE OF CONCRETE RO ROUGH OPENING EXIT SIGN WITH EMERGENCY EGRESS LIGHTING.�+ I
BD BOARD FOF FACE OF FINISH RT RESILIENT TILE SOLID QUADRANT INDICATES LIGHTED FACE;
NUMBER ARROW(S) INDICATE DIRECTION.
BLDG BUILDING FOM FACE OF MASONRY ------
-00"AFF BLK BLOCK FOS FACE OF STEEL or FACE OF STUD SAC SUSPENDED ACOUSTIC CEILING OCCUPANT LOAD AND DISCHARGE DIRECTION
BLKG BLOCKING FOW FACE OF WALL SS STAINLESS STEEL or SOLID SURFACE INDICATOR CONFERENCE ROOM
CEILING HEIGHT TAG BMU BRICK MASONRY UNIT STN STONE SLAB/VENEER
(REFERENCED FROM FINISHED FLOOR) BO BOTTOM OF GMU GLASS MASONRY UNIT SV SHEET VINYL 106
BOC BACK OF CURB GYP GYPSUM SYM SYMBOL OR SYMMETRICAL
BOT BOTTOM GYP BD GYPSUM BOARD MAX EXIT ACCESS 0
O
BS BOTH SIDES GYP SH GYPSUM SHEATHING T TEMPERED OR TILE OR TREAD TRAVEL DISTANCE: 79'-9" d
ROOM _—ROOM NAME T&B TOP & BOTTOM (200'ALLOWED) h
NAME CB CATCH BASIN HCAP HANDICAPPED T&G TONGUE& GROOVE _
000 ROOM NUMBER CBA CEMENT BACKER BOARD HDRL HANDRAIL TD TRENCH DRAIN
CFCI CONTRACTOR FURNISHED HDW HARDWARE THK THICK(NESS)
ROOM TAG CONTRACTOR INSTALLED HT HEIGHT T/M TO MATCH
CFOI CONTRACTOR FURNISHED OWNER HVAC HEATING, VENTILATING, &AIR TO TOP OF ® w
RECEPTION
INSTALLED CONDITIONING TOD TOP OF DECK �f
i — — R. DETAIL BUBBLE CG CORNER GUARD TOP TOP OF PARAPET or TOP OF 010 101 WAITING o
`� CELL CJ CONTROL JOINT JAN JANITOR PAVEMENT
i CL CENTER LINE JC JANITOR'S CLOSET TOR TOP OF ROOF STORAGE od
' Al CLG CEILING TOS TOP OF SLAB or TOP OF STEEL 105
0 CLO CLOSET LAV LAVATORY TOW TOP OF WALL
i CUR CLEARANCE) LOC LIMITS OF CONSTRUCTION T-STAT THERMOSTAT I IT OFFICE
SHEET T
SCMU CONCRETE MASONRY UNIT TS TUBE STEEL = S
CP CEMENT PLASTER MAX MAXIMUM TYP TYPICAL 104 N p
CPT CARPET MDF MEDIUM DENSITY FIBERBOARD 0 = 8
DETAIL REFERENCE BUBBLE CSMT CASEMENT MI MIRROR UNO UNLESS NOTED OTHERWISE I -- 2 Q N O
CSWK CASEWORK MIN MINIMUM UOS UNDERSIDE OF STRUCTURE -6
CT CERAMIC TILE MO MASONRY OPENING IT OFFICE U Q ca
CELL CTR CENTER MTL METAL VCT VINYL COMPOSITE TILE 102 Z U O
CTSK COUNTERSINK VEN VENEER CD o 3: U-4
w
Al (N) NEW VERT VERTICAL Z Z O Q
0 DEMO DEMOLITION N&C NAIL&CAP VIF VERIFY IN FIELD
SHEET DIA DIAMETER N&D NAIL&DISK
DIM DIMENSION N&T NAIL&TIN W WEST or WIDTH (WIDE)
DETAIL REFERENCE TAG DN DOWN NIC NOT IN CONTRACT W/ WITH
DP DAMPPROOFING or DIMENSION NTS NOT TO SCALE WD WOOD or WOOD VENEER J
POINT WE WIDE FLANGING
DW DISHWASHER OC ON CENTER WG WIRE GLASS
OD OUTSIDE DIAMETER or OVERFLOW WH WATER HEATER
(E) EXISTING DRAIN W/O WITHOUT COVER
EA EACH OFCI OWNER FURNISHED CONTRACTOR W PANEL WOOD PANELING FLOOR PLAN SHEET
EB EXPANSION BOLT INSTALLED WRGB WATER RESISTANT GYPSUM WALL 1
EJ EXPANSION JOINT OFOI OWNER FURNISHED OWNER BOARD
INSTALLED WWF WELDED WIRE FABRIC
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THESE DRAWINGS ARE THE PROPERLY OF FLUENT DESIGN
AND ARE NOT TO BE REPRODUCED W ANY MANNER.
EXCEPT WITH THE PRIOR WRRTEN APPROVAL OF FLUENT
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L — — J 1 DEPTH FOR EACH 6" IN /25 /
\ CLR \ HEIGHT MAX \
2'FLUENT DESIGN.INC
30MZ Z THESE DRAWINGS ARE THE PROPS Of FLUENT DESIGN
AND ARE NOT TO BE REPRODUCED IN ANY MANNER,
-- EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF FLUENT
CLR \ O U DESIGN
(A) (B) \
FORWARD APPROACH PARALLEL APPROACH
11" MIN FIGURE 306.3
KNEE CLEARANCE
8 POSITION OF CLEAR FLOOR SPACE 4 TOE AND KNEE CLEARANCES
FIGURE 305.5(ICC/ANSI A117.1) FIGURE 306.2 8 306.3(ICC/ANSI A117.1)
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FIGURE 308.2.1 10"MAX
P4" 48" MIN 24" UNOBSTRUCTED FORWARD REACH -
/MAX / / MAX / FIGURE 308.3
UNOBSTRUCTED SIDEE
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MAX. RUNNING SLOPE -
20pl
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(A) (B) (q) (B) U
FIGURE 308.2.2 FIGURE 308.3.2
OBSTRUCTED HIGH FORWARD REACH OBSTRUCTED HIGH SIDE REACH Lu
CLEAR WIDTH OF AN ACCESSIBLE ROUTE , UNOBSTRUCTED/OBSTRUCTED FWD REACH C3� UNOBSTRUCTED/OBSTRUCTED SIDE REACH
0
FIGURE 403.5(ICC/ANSI A117.1) FIGURES 308.2.1 8308.2.2 (ICC/ANSI A117.1) FIGURE 308.3(ICC/ANSI A117.1)
z 112„1 Z . I � 1 zl I � �u 0
IN �/ I O a
1 18” op / 36" MIN % � � / 42" MIN / O
IN
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(A) FRONT APPROACH, PULL SIDE (B) FRONT APPROACH, PUSH SIDE (C) HINGE APPROACH, PULL SIDE (D) HINGE APPROACH, PULL SIDE
�,---- F — — — ' IF BOTH CLOSER AND LATCH
— - r — — — ARE PROVIDED
z z_ 12"
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X < 36" X < 36" 22" 24" 2 24"
MIN v / MIN / MIN /
(A) (B) —
FRONT APPROACH SIDE APPROACH
(E) HINGE APPROACH, PUSH SIDE (F) LATCH APPROACH, PULL SIDE (G) LATCH APPROACH, PUSH SIDE
IF BOTH CLOSER AND LATCH ARE PROVIDED ' 54"MIN IF CLOSER IS PROVIDED 48"MIN IF CLOSER IS PROVIDED
48"MIN IF CLOSER AND LATCH ARE
MANEUVERING CLEARANCES PROVIDED
o AT DOORWAYS WITHOUT DOORS — _ r6 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS
FIGURE 404.2.3.4 (ICC/ANSI A117.1) FIGURE 404.2.3.2(ICC/ANSI A117.1) zz
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FIGURE 302.2
CARPET ON FLOOR SURFACES
(A) (B) v 0
HINGED DOOR SLIDING DOOR (A) / / 36" MIN / /
12" 12" Q O
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MIN MIN
32" MIN 36" MIN U Q m
/ CLR / / CLR PERMITTED TO INCLUDE PERMITTED TO INCLUDE N z iU
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v 2 - \ KNEE AND TOE CLEARANCES KNEE AND TOE CLEARANCES o o � Uj
PER SECTION 306 PER SECTION 306 ONLY AT z z Q O
THE BASE OR ONE ARM. ixQ
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FOLDING)DOOR DOORDWAYSFIGURE 303.2 FIGURE 303.3 I
WITHOUT DOORS VERTICAL CHANGES IN LEVEL BEVELED CHANGES IN LEVEL
CLEAR WIDTHS OF DOORWAYS S CHANGES IN LEVEL SIZE OF TURNING SPACE ACCESSIBILITY
FIGURE 404.2.2(ICC/ANSI A117.1) FIGURE 302.2, 303.2 8 303.3(ICC/ANSI A117.1) FIGURE 304.3(ICC/ANSI A117.1)
GENERAL NOTES
A. DEMOLITION NOT DESCRIBED HERE BUT NECESSARY FOR THE COMPLETION OF THE • . • •
PROJECT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.THE DEMOLITION
DRAWINGS ARE ISSUED FOR INFORMATION ONLY AND SHOW THE GENERAL EXTENT • • •
THE DEMOLITION REQUIRED.THESE DRAWINGS DO NOT NECESSARILY SHOW EVERYTHING
TO BE REMOVED IN ORDER TO PREPARE THE EXISTING BUILDING ELEMENTS FOR
REMODELING OR NEW CONSTRUCTION. • • •
B. CONTRACTOR TO SALVAGE AND REUSE MATERIALS WHEREVER POSSIBLE.ANY UNUSED
SALVAGEABLE MATERIALS TO BE VERIFIED WITH BUILDING OWNER OR PROPERTY
MANAGER PRIOR TO REMOVAL FROM SITE.
C. ABANDONED OR UNUSED LOW-VOLTAGE CABLING TO BE REMOVED BACK TO POINT OF f I u e n td es i g n
ORIGIN. VERIFY WITH TENANT'S VENDOR PRIOR TO WORK.
175 N.Wftm AVB.Sute 210
Padbnd.OreOon 97222
D. ALL OPERABLE LOW-VOLTAGE FIRE LIFE SAFETY DEVICES SHALL BE LEFT IN PLACE (UNLESS P:503.4329612
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TENANT WANTS TO REPLACE WITH NEW; PROVIDE ISOLATED PRICE). IF A STRUCTURE W. amdeiRnpa. a
HOLDING A DEVICE IS REMOVED,THE GC SHALL SUPPORT THE F/L/S DEVICE IN A
MANNER THAT DOES NOT IMPAIR ITS FUNCTION IN ANYWAY.
o FLUENT DFSIGN.INC
E. REMOVE OLD,ABANDONED, OR MALFUNCTIONING FIRE& LIFE SAFETY EQUIPMENT. THESE DRAWINGS ARE THE TS OPERrc OF FLUENT DESIGN
AND NOTAM�ANNER.
REPLACE AS NECESSARY WITH NEW. COORDINATE NEW LOCATIONS PER NEW LIGHTING EXCEPT ARE
WIIH THEOPRIOR�WRRBE CAPPIROVAL OF FLUENT
LAYOUT AND FINISHES,VERIFY LOCATIONS WITH DESIGNER. DESIGN
F. WHERE CONSTRUCTION TO BE REMOVED INTERSECTS AND IS ADJACENT TO
CONSTRUCTION TO REMAIN,WORK SHALL INCLUDE ALL ATTACHMENT DEVICES.
G. COORDINATE ALL AREAS OF DEMOLITION WORK w/FLOOR PLANS.
H. WHERE OCCURS, REMOVE ALL HVAC ELECTRICAL TIES BETWEEN AREA OF WORK AND
ANY AREAS NOT IN CONSTRUCTION SCOPE. DO NOT CUT OR INTERRUPT ANY SYSTEMS
OR SERVICES TO OTHER SUITES.INFORM BUILDING OWNER/PROPERTY MANAGER IF
SUCH CONDITIONS EXIST.
I. REMOVE ALL LIGHT FIXTURES AND SALVAGE FOR REUSE OR LANDLORD USE.CONFIRM
W/BUILDING OWNER /PROPERTY MANAGER IF FIXTURES SHALL BE SALVAGED.
J. REMOVE ALL FLOOR COVERING THROUGHOUT EACH ROOM AFFECTED BY ALTERATIONS
SHOWN HEREIN.SCRAPE ALL FLOORS CLEAN OF ALL ADHESIVE, PAD, ETC.,TO SMOOTH
FINISH AND BROOM CLEAN.
K. REMOVE EXISTING APPLIED WALL FINISHES.SKIM COAT EXISTING TO REMAIN (TENANT
AND CORE) WALLS AS REQUIRED TO PREPARE FOR APPROVED FINISH.
L. IN ALL AREAS WHERE DEMOLITION CAUSES UNEVENNESS IN SLAB,THE CONTRACTOR
SHALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW FLOOR FINISHES.
M. ELECTRICAL, MECHANICAL AND PLUMBING TO BE REMOVED TO THE FURTHEST
TERMINATION POINT ON THE FLOOR. REMOVE ALL UNUSED AND DISCONNECTED HVAC,
ELECTRICAL, PLUMBING,AND PHONE/DATA CABLING ABOVE CEILING AND REMOVE TO I A
THE FURTHEST TERMINATION POINT ON THE FLOOR.COORDINATE EXTENT OF REMOVAL (J ,
13 WITH M/E/P DRAWINGS. n/
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N. UPON REMOVAL OF EXISTING CEILING,THE EXISTING MECHANICAL SYSTEM WILL BE
�r EVALUATED BY THE ENGINEER FOR POSSIBILITY FOR REUSE. IF THE EXISTING MECHANICAL W
SYSTEMS ARE TO BE REUSED, EXISTING MAIN DUCT, VAV BOXES, PNEUMATIC CONTROL
O 11 I I TUBING, ETC.,SHALL REMAIN AND SHALL BE PROTECTED TO AVOID DAMAGE TO
EXISTING HVAC EQUIPMENT DURING DEMOLITION.
/ O. SEE REFLECTED CEILING PLAN FOR ANY NEW CEILING TILE PRODUCT. IF NEW CEILING w
TILES OR CEILING GRID IS TO BE INSTALLED, REMOVE EXISTING AS REQUIRED TO PREPARE
FOR NEW.
vr 1
P. REMOVE EXISTING DOOR KNOBS AND REPLACE WITH LEVERS AT ALL DOORS WITHIN THE
5 / AREA OF WORK AND THOSE THAT OPEN ONTO OR FROM AREA OF WORK.
uj
' = Q. REPLACE ALL COVER PLATES AND ESCUTCHEONS,THROUGHOUT, AS NECESSARY TO Q
MATCH NEW. COORDINATE WITH TENANT IF G.C. IS TO REMOVE ABANDONED J-BOXES,
RECEPTACLES,AND WIRING CONCEALED BY PLATES AND ESCUTCHEONS, AND GYP BD
PATCHED/REPAIRED TO MATCH ADJACENT GYP BD FINISH.
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DEMOLITION FLOOR PLAN LEGEND 0a
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EXISTING CONSTRUCTION TO REMAIN.
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II
KEYNOTES
II I II II II �
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O EXISTING DOOR, DOOR FRAME AND SIDELITE TO BE RELOCATED TO COORDINATE
L�__j C — — Q WITH FLOOR PLAN, KEYNOTE 9/3.10.
\ O1 Lo NOTE: MEASURE DOOR, DOOR FRAME WITH SIDELITE,TO BE RELOCATED.
COORDINATE SIZE OF NEW R.O.WITH RELOCATED DOOR.
O
EXISTING DOOR FRAME TO BE RELOCATED TO COORDINATE WITH FLOOR PLAN,
OO �- - - - � —� �- - - - O— KEYNOTE 1/3.10.
Z� — =
EXISTING DOOR AND DOOR FRAME TO BE RELOCATED TO COORDINATE WITH
I O O FLOOR PLAN, KEYNOTE 2/3.10.
EXISTING DOOR AND DOOR FRAME TO BE RELOCATED TO COORDINATE WITH 0
/ IIT O FLOOR PLAN, KEYNOTE 3/3.10. °
j tl <�3> II W u
EXISTING DOOR AND DOOR FRAME TO BE RELOCATED TO COORDINATE WITH w
L — _ _— J� J OS FLOOR PLAN, KEYNOTE 4/3.10.
— — 16-54a'
OEXISTING DOOR AND DOOR FRAME TO BE RELOCATED TO COORDINATE WITH
6 FLOOR PLAN, KEYNOTE 5/3.10.
II �
11 M O EXISTING DOOR AND DOOR FRAME TO BE RELOCATED TO COORDINATE WITH o
FLOOR PLAN, KEYNOTE 6/3.10.
O8 EXISTING DOOR AND DOOR FRAME TO BE REMOVED.
O9 ALL STRUCTURAL COLUMNS TO REMAIN. j
10 DEMO EXISTING NON-BEARING PARTITION AND PREP FOR NEW DOOR, d H a
DOORFRAME AND SIDELITE. � O = p o
DEMO EXISTING NON-BEARING PARTITION AND PREP FOR NEW DOOR AND DOOR ¢ N N
11 FRAME. U Q m -�O
F—
EXPOSE EXISTING COLUMN TO BE UNCOVERED. PREP FOR NEW PAINT. U 3 W
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13 EXISTING GLAZING TO BE REMOVED. w ~
ID2 . 10
1 DEMOLITION PLAN DEMOLITION
PLAN
1/4"=V-0"
GENERAL NOTES • • • •
A. ALL DIMENSIONS TO FACE OF FINISH, U.O.N. •
B. WALL ASSEMBLIES: PROVIDE TYPE"X'GYPSUM BOARD THROUGHOUT, UNLESS NOTED
OTHERWISE. PROVIDE WATER RESISTANT GYPSUM BOARD TYPE'W AT ALL ROOMS • • •
WHERE PLUMBING FIXTURES OCCUR. PROVIDE GLASS-MAT WATER-RESISTANT GYPSUM
BOARD TYPE"X"AT ALL HIGH HUMIDITY AREAS. •
C. APPLY SMART VAPOR RETARDER AT INTERIOR SIDE OF ALL EXTERIOR WALLS BENEATH
FINISH MATERIAL WHERE ALTERATIONS OR NEW CONSTRUCTION OCCURS,TYPICAL.
D. IF REPRESENTED, FURNITURE LOCATIONS SHOWN FOR REFERENCE, ONLY. COORDINATE f I U e n td e S l g n
POWER/SIGNAL REQUIREMENTS W/TENANT AND TENANT'S FURNITURE VENDOR.
E. COORDINATE POWER/ LOW VOLTAGE REQUIREMENTS THROUGHOUT W/TENANT. 1075 N.WR rre Ave.$We 210
Pplbrd.A.g 97M
R 503.132.8617
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F. SEE FINISH PLANS, IF EXIST, FOR ANY ADDITIONAL CONSTRUCTION INFORMATION. Minttl eg=.<.
G. GYP. BD.TO BE LEVEL-4 FINISH, UNO.
C FLUENT DESIGN,NC
H. VERIFY RELOCATED RECITE GLAZING, DOORS,AND FRAMES PRIOR TO STUD FRAMING. THESE DRAWINGS ARE ME RROPDO a FLUENT DESIGN
NOTIFY TENANT AND FLUENT DESIGN OF ANY DISCREPANCIES. REPLACE GLASS AS AND ARE NTHEP I RWRITTENA IN ANY MANNER,
E%CEPf E NOT
PRIOR WRITTEN APPROVALa FLUENT
NECESSARY TO COMPLY WITH OSSC 2406.4. DESIGN
I. NEW HARDWARE TO MATCH BUILDING STANDARD. REPLACE EXISTING KNOBS WITH
LEVER HARDWARE.
J. TEMPERED GLAZING TO BE USED IN ALL LOCATIONS AS DESIGNATED BY OSSC 2406.4.
K. NEW DOORS TO BE PROVIDED IF EXISTING DOORS TO BE RELOCATED ARE DAMAGED.
FLOOR PLAN LEGEND
NOT IN SCOPE
EXISTING CONSTRUCTION TO REMAIN.
NEW NON-STRUCTURAL INTERIOR PARTITION TO MATCH ADJACENT EXISTING
CONSTRUCTION.
NEW NON-STRUCTURAL INTERIOR PARTIAL HEIGHT PARTITION.
NEW SIDELITE ' ^
ALIGN �/
10 ^/
L.�
KEYNOTES W
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\\O O EXISTING DOOR, DOOR FRAME AND SIDELITE TO BE LOCATED HERE.COORDINATE
WITH DEMOLITION PLAN, KEYNOTE 1/2.10.
CONFERENCE ROOM w
106_ O EXISTING DOOR AND DOOR FRAME TO BE LOCATED HERE. COORDINATE WITH
z DEMOLITION PLAN, KEYNOTE 2/2.10. r 1
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<@> O3 EXISTING DOOR AND DOOR FRAME TO BE LOCATED HERE.COORDINATE WITH
DEMOLITION PLAN, KEYNOTE 3/2.10. W
10 O EXISTING DOOR AND DOOR FRAME TO BE LOCATED HERE. COORDINATE WITH
DEMOLITION PLAN, KEYNOTE 4/2.10. Q
DDD 0 cO O EXISTING DOOR AND DOOR FRAME TO BE LOCATED HERE. COORDINATE WITH
Q DEMOLITION PLAN, KEYNOTE 5/2.10.
O EXISTING DOOR AND DOOR FRAME TO BE LOCATED HERE. COORDINATE WITH U
DEMOLITION PLAN, KEYNOTE 6/2.10. co
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O EXISTING DOOR AND DOOR FRAME TO BE LOCATED HERE. COORDINATE WITH
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10
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10 RECEPTION @
101
OFFICE
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1031
WAITING
STORAGE r 100
105 691 2 1 691 O
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FLOOR
FLOOR PLAN
� PLAN
GENERAL NOTES • • • •
A. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR SURFACE CONDITIONS, PROVIDE •
NECESSARY PREP WORK AND INSTALLATION FOR ALL FINISHES.
B. WHERE UTILIZED, ARROWS FOR WALL MATERIAL CALL-OUTS INDICATE"START'AND"STOP" • • •
POINTS FOR THE INDICATED FINISHES. 0
C. THE INDICATED FINISH (PER FINISH TRANSITION TAG) SHOULD RUN THE ENTIRETY OF THE •
SPACE.
D. FURNITURE SHOWN FOR REFERENCE ONLY.
E. FINISH MATERIAL SUBCONTRACTORS ARE TO PROVIDE BIDS BASED ON f I u e n td es i g n
MANUFACTURER-RECOMMENDED INSTALLATION INSTRUCTIONS AND CONDITIONS OF
SITE AT THE TIME FINISHES WILL BE INSTALLED. INSTALLATION REQUIRING SPECIAL ROTS N.Wftrm Ave.SUIte 2I0
PWbM.Oregon 97M
CONDITIONS AFFECTING CONSTRUCTION SCHEDULE, OTHER TRADES, AND BUILDINGP:503.32.8617
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OCCUPANTS TO BE INCLUDED IN BID AND MADE AWARE TO THE GC. W:iWeMGeslq P .cm
F. REFER TO INTERIOR ELEVATIONS AND/OR DETAILS FOR MORE FINISH INFORMATION.
C FLUENT DESIGN,INC
THESE DRAWING$ARE THE PROPERTY OF FLUENT DESIGN
AND ARE NOTTO BE REPRODUCED IN ANY MANNER.
EXCEPT WITH THE PRIOR WRVTEN APPROVAL OF FLUENT
DESIGN
FINISH LEGEND
NOT IN SCOPE
MAT-2 MAT-1 FINISH TRANSITION TAG
CPT-1 CARPET TILE:TBD
CPT-2 CARPET TILE:TBD
LVT-1 LUXURY VINYL TILE:TBD
P-1 FIELD PAINT: TO MATCH EXISTING.
NOTE:ALL PAINT TO BE P-1 U.N.O.
P-2 ACCENT PAINT:TBD
P-3 ACCENT PAINT:TBD
RB-1 RUBBER BASE:TBD , ^
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1 FINISH FLOOR PLAN FINISH FLOOR
_�� PLAN
GENERAL NOTES
A. ALL DIMENSIONS TO FACE OF FINISH, U.O.N.
B. REFER TO ID6.10 FOR SUSPENDED CEILING DETAILS.
C. PROVIDE 4' BATT INSULATION ON TOP OF ACT EITHER SIDE OF STANDARD PARTITION AT 000
OFFICES &CONFERENCE ROOMS. •
D. REFER TO M.E.P. DRAWINGS UNDER SEPARATE PERMIT FOR ALL ELECTRICAL&HVAC
LOCATIONS. LIGHTING IS SHOWN FOR REFERENCE ONLY. }
E. ALL FIXTURES IC-RATED, WHERE INSULATION REQUIRES. UNLESS REQUIRED BY PREVAILING f I U e leS g n
CODE TO MAINTAIN ONE HOUR RATING OR NOTED OTHERWISE. d
F. RECESSED FIXTURES TO BE LENSED WHERE REQUIRED BY PREVAILING CODE. 1075 N.MaiTn Ave. We 210
PMk Oa 97M
R SUB.I33.B617
G. PRIOR TO ORDERING OR INSTALLING, ALL EXITING SIGNAGE LOCATIONS AND
QUANTITIES APPROVED BY LOCAL FIRE MARSHALL, VERIFY WITH FLUENT DESIGN.
H. PROVIDE EGRESS LIGHTING &SIGNS AS REQUIRED BY CODE.SEE LIFE SAFETY PLAN, CFLUENT DESON.INC
THESE DRAWINGS ARE THE PROPERTY OF FLUENT DES*N
I. DESIGN-BUILD MECHANICAL ENGINEER TO COORDINATE WITH G.C. LOCATION OF AND ARE NOTTO BE REPRODUCED M ANY MANNER,
E(CEPT WRH THE PRIOR WR7TEN APPROVAL OF FLUENT
SUPPLY DIFFUSERS AND CABLE-MOUNTED LIGHT FIXTURES TO PREVENT LIGHT FIXTURE DSGN
SWAY.
J. CONTRACTOR TO PROVIDE ALL POWER FEEDS, END CAPS, END HARDWARE AND ALL
OTHER COMPONENTS TO MAKE A FULLY FUNCTIONING LIGHTING SYSTEM.
K. REMOVE ALL STICKERS AND LABELS EXPOSED TO VIEW FROM LIGHT FIXTURE SHADES,
GLOBES, AND HOUSINGS.
REFLECTED CEILING PLAN LEGEND
-- - -
_ NOT IN SCOPE
EXISTING CEILING GRID AND TILES.
---- -I NEW 24X48 SUSPENDED CEILING TILES IN NEW GRID @ 9'-0"A.F.F.
Lu
- -
_ ARMSTRONG DUNE. 15/16"SQUARE LAY-IN.9/16"SQUARE TEGULAR.
T - SEE ID6.10 FOR MORE INFORMATION. LLJ
NEW 2X4 RECESSED FIXTURE TO
- I -
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KEYNOTES
O EXISTING GRID AND TILE TO BE REMOVED AND REPLACED WITH NEW. N
OVERIFY EXISTING MECHANICAL EQUIPMENT.COORDINATE WITH NEW DESIGN. � O Q S O
= N
OVERIFY EXISTING CEILING AND LIGHTING CONDITIONS.COORDINATE WITH NEW (j Q 5-: `o
DESIGN. 04 Z U
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= d 0
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REFLECTED
1 REFLECTED CEILING PLAN CEILING
PLAN
I
UNDERSIDE OF STRUCTURE • • •
CONTINUE GYP BD AT
INSTANCES WHERE SUSPENDEDAdohL
•
CEILING DOESN'T OCCUR
DIAGONAL BRACING AT 48"
O.C.
2"X 22 GA.CONTINUOUS f l u e n t d e s i g n
METAL STRAPS
210
SUSPENDED CEILING,TYP. 475N.o; 7M
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5/8"TYPE'X' GYP BD ON THESE DRAWINGS ARE ME PROPERTY OF ELUENT DESIGN
0 W METAL STUDS AND ARE NOTTOBEREPRODIICEDINANYMANNER.
EXCEPT MRH THE PRIOR WRRTBI APPROVAL OF FWENT
1 W DESIGN
W h
W
N
CORNER BEAD,TYP.
GYP BD HEADER
4'-0"O.C. MAX.
NOTE:VERIFY NO
STEEL ,
IN-SLAB HEATING TUBE, ALUMINUM'C'TRIM PIECE
OR REINFORCEMENT TYP. _ WITH 1"RETURNS, MATCH
FINISH OF EXISTING GLAZING
CONCRETE CONAT MATERIAL,
FINISH ° ° SYSTEM,TYP.
R El (41 —
STRUCTURES. TYP.
PARTITION PER PLANS,TYP.
METAL
J
STUD,
° w
TYP. j
PLAN
2-1/2"X 2-1/2"X 3/16" SOUND BATT INSULATION PER
STEEL TUBE POST 10"MIN. PARTITION TYPE,TYP.
STEEL
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STEEL 22 4 o'31v
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ISOMETRIC (4) 1/2"QJ BOLT ANCHORS
EXISTING GLAZING SYSTEM, U
W/2-1/2"MIN. EMBED TYP,
7
PARTIAL HEIGHT WALL - SUPPORT 3 WALL TO MULLION CONNECTIONS W
N.T.S.
INSTALL PER NORTHWEST WALL AND
CEILING BUREAU TECH BULLETIN 401 CL
USE PIN TO ATTACH COMPRESSION STRUT8° o N
04
TO UNDERSIDE OF STRUCTURE. CLIP  NAX. `/ I 00
VERTICAL WIRE MAY BE USED. WALL O
- 3/4"HEAVY TUBE COMPRESSION
45°OR LESS STRUT @ 12'-0"O.C. MAX. EA.WAYo
450 OR LESS (6-0"MAX. FROM WALLS) AS PER p°
(ASCE 7-02 SECTION 9.6.2.6) CEILING
STRUTS ELECTRICAL METALLIC TUBING
1/2" TO 2'-8" ATTACHED WALL MOLDING REQUIREMENTS
3/4" TO 4'-4"
450 OR LESS 45° 1" TO 6-7"
OR LESS 1 1/4" TO 10'-5"
11/2"- TO12'-l1"
CROSS RUNNER WALL
#12 GA.SPLAY WIRES, IN PLANE WITH 2" SPREADER BAR OR OTHER
M/N, SUITABLE SYSTEM REQUIRED
EACH RUNNER,TO UNDERSIDE OF ^ b' TO KEEP PERIMETER
CONCRETE DECK W/200 LBS.-RATED �N
ANCHOR (OCCURS @EACH 4"A41N. @ COMPONENTS FROM
A SyEp SPREADING APART
NOT SHOWN ARE#12 VERTICAL WIRES @ 4'-0" COMPRESSION STRUT, 12'-0"O.C. A(
MAX. EACH DIRECTION, 6'-0"MAX.
O.C.MAX. EACH WAY (8"MAX. FROM WALLS). FROM WALLS)
ALSO NOT SHOWN ARE#12 WIRES @ EACH
CORNER OF LIGHT FIXTURES — MAIN BEAM;ALL MAIN BEAMS TO BE UNATTACHED WALL MOLDING REQUIREMENTS
HEAVY DUTY (HD)
6 ACT - SUSPENDED CEILING BRACING
N.T.S. z
O
LIGHTING TBD. - WALL PER FLOOR PLAN
WALL PER FLOOR PLAN w
O
I I I
I I
P-2 L //; 24"MAX a
>
P-1 — P-LAM COUNTER,SEE - P-LAM COUNTER,SEE z
ELEVATIONS.MITER CORNERS, _ _ ELEVATIONS. MITER CORNERS,
j TYP. TYP.
CL V)
ELI
SS-1 > FINGER PULL, TYP. o = Q C4
j N FINGER PULL y - - - - - - - - J �j O
- PL-1 z z - - - - - - - - W = Q CV
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16'�' I
1 _6• (2) - PROVIDE 1'•SHELF IF OVER 36"10 - - -
RB-1
IN WIDTH,TYP.
SEE FLOOR PLAN FOR SEAM AT 2'-11" 5 -- P-LAM BASE I D 6 • 1 O
COUNTER TOP. D61 P-LAM BASE
,7 RECEPTION DESK ELEVATION 5 LOWER DESK CABINET, TYP. , LOWER DESK CABINET WITH DRAWERS, TYP. INTERIOR
DETAILS &
ELEVATIONS