Plans (32) BUP2021 -00119
OFFICE COPY RECEIVED OFFICE C10itV
CITY OF TIGARD
BUILDING DIVISIOl'
ONEMAIN FINANCIAL OFFICE T1 ARCHITECTS
720 NW Davis 503.221.1121 T
THEIE ISSUANCE
OF A PERMIT DITY OF PERMIT Suite 300 503221.2077 D
TH
BASED ON CONSTRUCTION Portland OR 97209 www.Irsarchitects.com
SUITE 180TIGARD O R 9 7 2 2 3 DOCUMENTS AND OTHER
9900 S GREENBURG R DATA SHALL NOT PREVENT
7 THE CODE FROM
REQUIRING TOHE CORRECTION
OF ERRORS.OSSC 105.4
PERMIT SET - 05ml7m2021 � a
PROJECT DIRECTORY CODE SUMMARY BIDDER DESIGN NOTES
,n 11011111111AINAE-se,
OWNER: I. PROJECT INFORMATION: GENERAL
MADRONA GREENBURG,LLC CONTACT PERSON PROJECT NAME: GREENBURG COMMONS-ONEMAIN FINANCIAL OFFICE TI 1. WARRANTY ALL PARTS, LABOR, EQUIPMENT,AND MATERIAL PROVIDED UNDER THIS
PROJECT ADDRESS: 9900 SW GREENBURG RD., CONTRACT OF A PERIOD OF ONE YEAR, UPON FINAL COMPLETION OF CONTRACT. OF �to
210 SW MORRISON ST.,SUITE 600 JULIA WINKLER SUITE 180 2. OBTAIN AND PAY FOR ALL PERMITS AND FEES TO COMPLETE THE WORK. OBTAIN SITE LOCATION
PORTLAND,OR 97204 julia@winklercompanies.com TIGARD,OR 97223 AND PAY FOR ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR
www.winklerdevcorp.com MAX LOT: 1S126DC03300 PERMITS.
BUILDING TYPE: V-B
7:503.225.0701 BUILDING OCCUPANCY: B 3. GC TO COORDINATE WITH ALL SUBS ON CODE REQUIRED ACCESS PANELS IN
AREA OF WORK: +/-2,683 CEILINGS AND WALLS. ALL NEW ACCESS PANELS TO HAVE DOOR FACED RECESSED CONSULTANT:
ARCHITECT: PROJECT DESCRIPTION: DEMOLITION OF EXISTING NONSTRUCTURAL WALLS, DOORS& FOR GYPSUM BOARD INFILL WITH CONCEALED FLANGE FOR GYPSUM BOARD r__
RELITES. NEW NON STRUCTURAL WALLS, DOORS&RELOCATED INSTALLATION, CONCEALED HINGES AND PUSH TO RELEASE LATCH. f'-
LRS ARCHITECTS CONTACT PERSON LIGHT FIXTURES 4. GC TO VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO F
720 NW DAVIS, STE 300 PETER KIM ARCHITECT. J00000
PORTLAND, OR 97209 pkim@lrsarchitects.com II. JURISDICTIONAL CODES: MECHANICAL- BIDDER DESIGN I OFFICE COPY
www.lrsarchiteds.com 2018 INTERNATIONAL BUILDING CODE(IBC)
2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) 5. MECHANICAL SYSTEM AND REQUIREMENTS ARE BIDDER DESIGN. SUBMIT PLANS s
( � •
T:503.332.3084 2018 INTERNATIONAL EXISTING BUILDING CODE(IEBC) AND SPECIFICATIONS TO ARCHITECT FOR COORDINATION WITH ARCHITECTS CM OF TTGARDt,
2019 OREGON MECHANICAL SPECIALTY CODE(GMSC) DRAWINGS. PLANS TO INCLUDE THERMOSTAT ZONING APPROVED BY OWNER AND i ^ VIEW
GENERAL CONTRACTOR: 2018 INTERNATIONAL FIRE CODE ARCHITECT PRIOR TO CONSTRUCTION. REVMVEDOR CUDE COMPLIANCE
FOR
]
2019 OREGON ZERO ENERGY READY COMMERCIAL CODE(OZERCC) 6. PREPARE A WRITTEN SCOPE OF HVAC WORK WITH BID, THIS IS TO INCLUDE NEW - -- '----- -- AP
JHC COMPANIES CONTACT PERSON 2017 OREGON PLUMBING SPECIALTY CODE(OPSC) EQUIPMENT, NUMBER OF ZONES, DESCRIPTION AND QUANTITY OF CONTROLS AND OTQ [ ]
11125 SW BARBUR BLVD. CARTER MYERS 2017 OREGON ELECTRICAL SPECIALTY CODE(OESC) THERMOSTATS, ETC. OWNER WILL REVIEW SCOPE OF WORK PROPOSED PRIOR TO
PORTLAND,OR 97219 omyers@jhc-companies.com 2009 ICC-ANSI A117.1 ACCEPTANCE OF BID. Pennit i
T: 503.936.1387 III.ADA ACCESSIBILITY UPGRADES 7. PROVIDE CERTIFICATION THAT AIR QUALITY REQUIREMENTS OF CURRENT CODES Address: 4qcj Y-
1.
1. BUILDING HAS BEEN UPGRADED ACCORDING TO IEBC 301.5,OSSC CHAPTER 11 AND ICC ANSI WILL BE MET FOR EACH OCCUPANCY USE WITHIN THE TENANT IMPROVEMENT Suite#: �
At 17.1-2009. AREA.
8. VERIFY THE SUITABILITY AND CONDITION OF SCHEDULED EQUIPMENT TO BE By: Date:
VI. EMERGENCY SYSTEM STANDARDS: RE-USED OR RELOCATED. DETERMINE ITEMS THAT NEED TO BE REPAIRED OR
REPLACED. PRICE THESE ITEMS SEPARATELY AND AS EXCEPTIONS/
1. IF BUILDING IS FULLY SPRINKLERED(NFPA 13). MAKE CODE MINIMUM CORRECTIONS AS CLARIFICATIONS IN BID ": : "i'
DRAWING INDEX REQUIRED PER NEW PLAN. 9. BALANCE HVAC SYSTEM TO TENANT AND BUILDING OWNERS SATISFACTION. TOUR
2. IN BUILDINGS WITH EXISTING SMOKE DETECTORS: PROVIDE CODE MINIMUM CORRECTIONS AS EXISTING CONDITIONS AND CONTACT OWNER FOR QUESTIONS PRIOR TO BID.
SHEET NUMBER SHEET NAME REQUIRED. SMOKE DETECTORS TO BE TIED TO THE BUILDING ALARM SYSTEM. 10. CLEAN ALL NEW AND EXISTING HVAC GRILLS AND DIFFUSERS SCHEDULED TO
3. IN BUILDINGS EQUIPPED WITH AN EXISTING VISUAL STROBE SYSTEM: PROVIDE CODE MINIMUM REMAIN.ALL DUCTWORK BEHIND THE GRILLS SHALL BE A UNIFORM DARK COLOR.
CS COVER SHEET CORRECTIONS AS REQUIRED. IF A SYSTEM DOES NOT EXIST, DO NOT ADD ONE. 11, AT COMPLETION, PREPARE AND SUBMIT AN AIR BALANCING REPORT TO THE VICINITY MAP
A110 CODE ANALYSIS PLAN 4. PROVIDE EMERGENCY SYSTEM LIGHTING WITH NO LESS THAN 1 FOOT-CANDLE AT THE FLOOR OWNER.
A111 ACCESSIBILITY COMPLIANCE LEVEL ALONG ENTIRE EGRESS PATH PER CURRENT NATIONAL ELECTRICAL CODE REQUIREMENT. 12. PROVIDE 100% FRESH AIR SUPPLIED TO THE ENTIRE TENANT SPACE THREE SCALE: NOT TO SCALE
A201 DEMOLITION & FLOOR PLANS 5. PROVIDE EXIT SIGNAGE. EXIT SIGNAGE SHALL BE CONNECTED TO BUILDING POWER SUPPLY CALENDAR DAYS PRIOR TO THE FIRST DAY AFTER SUBSTANTIAL COMPLETION.
A401 REFLECTED CEILING PLAN WITH BATTERY BACK-UP FOR MIN 1-1/2 HOUR DURATION. EVERY 100' IN CORRIDORS,AND IN PROVIDE 100% FRESH AIR WITHOUT MAKING OTHER TENANTS UNCOMFORTABLE. TRUE NORTH
A841 ELEVATION &INTERIOR DETAILS SPACES WHERE 2 MEAN OF EGRESS ARE REQUIRED PER SECTION 1013. SEE ELECTRICAL
DRAWINGS. (W/POCHE INDICATING"EXIT'TEXT SIDE OF SIGN)SIGNS SHOWN IN CORRIDORS ARE ELECTRICAL- BIDDER DESIGN
CEILING HUNG. SIGNS SHOWN ON WALL ARE WALL HUNG. 13. ELECTRICAL SYSTEM AND REQUIREMENTS ARE BIDDER DESIGN. LIGHTS AND
6. PROVIDE CODE MINIMUM FIRE ALARM CONNECTIONS AS REQUIRED. ELECTRICAL INFORMATION ON DRAWINGS IS PROVIDED FOR REFERENCE ONLY
7. SURVEY EXISTING CONDITIONS OF ENTIRE FLOOR THAT PROJECT OCCURS,AND PROVIDE NOT AND IS INTENDED TO SHOW FIXTURE TYPES AND DESIGN INTENT.
UNDER SEPARATE PERMIT LESS THAN ONE APPROVED FIRE EXTINGUISHER WITH RATING OF NOT LESS THAN 2A 10B/C FOR 14. SUBMIT ELECTRICAL DESIGN TO ARCHITECT FOR COORDINATION. ELECTRICAL
EACH 1,500 S.F.OF FLOOR AREA OR FRACTION THEREOF. TRAVEL DISTANCE TO AN PLANS TO INCLUDE LOCATIONS FOR ALL LIGHTING, EMERGENCY LIGHTING, AND
MECHANICAL SYSTEMS EXTINGUISHER FROM ANY PORTION OF THE BUILDING SHALL NOT EXCEED 75 FEET. PROVIDE FIRE-LIFE SAFETY FIXTURES. SUBMITTAL TO INCLUDE PROJECTS CUTSHEETS AND PROJECT NUMBER: 221155
ELECTRICAL SYSTEMS, INCLUDING EGRESS LIGHTING&COMCHECK CALC. FIRE EXTINGUISHER IN ACCORDANCE WITH CURRENT CODES. PROVIDE NEW FIRE EXTINGUISHER PHOTOMETRIC CALCULATIONS. ELECTRICAL DESIGN MUST BE APPROVED BY OWNER
PLUMBING SYSTEMS AT ALL EXISTING CABINETS WHERE MISSING. ALL REUSED EXISTING FIRE EXTINGUISHERS ARE AND ARCHITECT PRIOR TO CONSTRUCTION.
TO BE INSPECTED AND/OR RECHARGED,AS NECESSARY,JUST PRIOR TO SUBSTANTIAL 15. COMPLY WITH ALL JURISDICTIONAL ENERGY CODES AND PROVIDE ENERGY GREENBURG
COMPLETION. CALCULATIONS IF REQUIRED. GREENBURG
8. CONTACT OWNERS REPRESENTATIVE FOR INSTRUCTIONS WHEN SCHEDULING WORK ON FIRE 16. COORDINATE ELECTRICAL REQUIREMENT FOR MECHANICAL SYSTEMS AND PROVIDE COMMONS COMMONS
SPRINKLER&ALARM SYSTEMS AS NECESSARY.
DEFERRED SUBMITTALS 9. EXTERIOR ENVELOPE: NO CHANGE TO EXISTING ENVELOPE. IF EXISTING EXTERIOR WALLS, 17. IF AN OVERRIDE SYSTEM EXISTS, PROVIDE EACH TENANT SPACE WITH AN ONEMA/N
CEILING,OR ROOF CAVITIES BECOME EXPOSED DURING THE ALTERATION,THEN CAVITIES ARE OVERRIDE SWITCH FOR FULL-SERVICE BUILDINGS.
TO BE INSPECTED FOR THERMAL INSULATION. 18. SWITCHING FOR LIGHTING IS INDICATED IN THE DRAWING FOR REFERENCE ONLY
SPRINKLER SYSTEMS 10.INTERIOR LIGHTING: PROPOSED NEW INTERIOR LIGHTING IN COMPLETE COMPLIANCE WITH AND IS INTENDED TO ONLY SHOW SWITCH LOCATIONS, REQUIREMENTS FOR DUAL FINANCIAL
FIRE ALARM/DETECTION SYSTEMS OECSC.
SWITCHING,AUTOMATIC AREA SHUT OFF CONTROLS AND ALL OTHER CODE
11.EXTERIOR LIGHTING: NO CHANGE TO EXISTING EXTERIOR LIGHTING. REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE BIDDER DESIGN OFFICE TI
12.MECHANICAL: NO CHANGE TO EXISTING MECHANICAL SYSTEMS. CONTRACTOR. PROVIDE A MINIMUM OF ONE SWITCH PER ROOM, UNLESS
OTHERWISE INDICATED.
GENERAL NOTES ACCORDING TO SECTION 101.4, DURING A BUILDING ALTERATION, RENOVATION OR REPAIR,ALL 19. WHEN NEW LIGHT SWITCHES ARE ADDED TO ANY PORTION OF THE SUITE,
EXISTING UNALTERED PROPORTIONS OF THE BUILDING AND BUILDING SYSTEMS SHALL REMAIN REPLACE ALL EXISTING LIGHT SWITCHES WITH NEW OCCUPANCY SENSOR 9900 SW Greenburg Rd.,
1. THE GENERAL NOTES ARE INTENDED TO CONVEY DESIGN INTENT UNCHANGED AND IN COMPLIANCE WITH OEESC. SWITCHES. Suite 18O
NOT OTHERWISE STATED IN THE DRAWINGS. 20. PROVIDE ILLUMINATED EXIT SIGNS AT REQUIRED EXIT DOORWAYS AND WHERE ,
2. ALL WORK SHALL CONFORM TO THE CODES REFERENCED IN THE NECESSARY TO INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN Tigard, OR 97223
PROJECT SUMMARY AND TO CONDITIONS AND SPECIFICATIONS OF OCCUPANCY LOAD OF FIFTY OR MORE.
ALL GOVERNING AUTHORITIES. 21. PROVIDE VISUAL AND AUDIBLE ALARM SIGNAL APPLIANCES INTEGRATED INTO THE
3. THE SITE PLAN AND SUITE LOCATION PLAN ARE FOR REFERENCE BUILDING ALARM SYSTEM AS REQUIRED BY CURRENT JURISDICTION CODES AND
ONLY. SEE ALL OTHER SHEET PLANS FOR CONTRACT DOCUMENT QC/SUBMITTAL REQUIREMENTS REQUIREMENTS. PROVIDE ADDITIONAL ELECTRICAL SERVICE AS REQUIRED.
INFORMATION.THE CODE SUMMARY IDENTIFIES SOME 1. SUBMIT SUBSTITUTION REQUESTS ON CSI FORM TO ARCHITECT FOR APPROVAL. COORDINATE REQUIREMENTS WITH BUILDING OWNER.ALARM LOCATIONS i
JURISDICTIONAL REQUIREMENTS BUT IS NOT INTENDED TO LIST ARCHITECTS DECISION IS FINAL WHETHER OR NOT A PROPOSED PRODUCT IS INDICATED ON PLANS ARE ONLY FOR REFERENCE. .i
ALL REQUIREMENTS. ACCEPTABLE FOR SUBSTITUTION. 22. PROVIDE SHOP DRAWINGS FOR ALARM SYSTEM LAYOUT AS REQUIRED BY CODE.
4. ALL WORK INDICATED ON DRAWINGS SHOULD BE CONSIDERED 2. APPLICATION OF MATERIALS TO SURFACES EXISTING OR PROVIDED UNDER THIS 23. VERIFY SERVICEABILITY AND REUSABILITY OF EXISTING ELECTRICAL EQUIPMENT,AND
NEW AND IN CONTRACT UNLESS NOTED OTHERWISE. CONTRACT IMPLIES ACCEPTANCE AND SUITABILITY OF EXISTING CONDITIONS. REPAIR OR REPLACE AS NECESSARY.
3. ALL MATERIALS AND PRODUCTS USED ON THE JOB SITE SHALL BE"ENVIRONMENTALLY 24. VERIFY THE CAPACITY AND REUSABILITY OF EXISTING ELECTRICAL PANELS TO 3° CITY OF TIGARD
SAFE", LOW ODOR, AND NON FLAMMABLE. USE OF ANY PRODUCT NOT COMPLYING WITH MEET PROJECT REQUIREMENTS. Approved b Planning
THIS CRITERIA MUST BE APPROVED BY THE BUILDING OWNER AND/OR ARCHITECT. 25. KNOWN EXISTING ELECTRICAL AND PHONE/DATA OUTLETS HAVE BEEN INDICATED ON Date:
SITE PLAN THE DRAWING. ADDITIONAL EXISTING OUTLETS MAY EXIST AND SHOULD BE
4. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE OR CLEANING InIt191S:
THROUGHOUT STRUCTURE DEEMED TO BE A RESULT OF HIS/HER WORK. THOROUGHLY VERIFIED BY CONTRACTOR.
CLEAN PREMISES UPON COMPLETION OF WORK, INCLUDING WASHING OF INTERIOR 26. SMOKE DETECTION DEVICES INDICATED ON THE DRAWING ARE FOR REFERENCE SCALE:NOT TO SCALE
SIDE OF WINDOWS, SO THAT BUILDING IS READY FOR OCCUPANCY BY TENANT. ONLY. CONFIRM SPACING OF DETECTORS WITH DEVICE LISTING.
INCLUDE CLEANING OF ADJACENT AREAS WITHIN AND AROUND THE BUILDING THAT 27. CLEAN AND REPAIR EXISTING SMOKE DETECTORS TO BE REUSED TO GOOD
ARE NOT PART OF TENANT IMPROVEMENTS, BUT WERE AFFECTED BY TENANT WORKING CONDITION. TRUE NORTH
IMPROVEMENT CONSTRUCTION OPERATIONS. REPAIR/REFINISH ANY DAMAGE TO 28. CLEAN NEW, EXISTING,AND RELOCATED LIGHT FIXTURES IN PROJECT AREA, OR IN SHEET TITLE:
EXISTING FINISH SURFACES. AREAS AFFECTED BY WORK OF THIS PROJECT, AT COMPLETION OF JOB. RELAMP
:2 5. PROVIDE THE FOLLOWING SUBMITTALS FOR THE ARCHITECT TO REVIEW PRIOR TO AND REPLACE BALLAST IN LIGHT FIXTURES AS REQUIRED TO RESTORE TO COVER SHEET
CONSTRUCTION:MECHAN[CAL PLANS (INCLUDING ZONE MAP), ELECTRICAL PLANS WORKING ORDER.
(INCLUDING LIGHTING, CONTROLS AND PHOTOMETRICS), PLUMBING PLANS & FIXTURE 29. CLEAN AND REPAIR EXISTING EXIT SIGNS TO BE REUSED. REPLACE BATTERY AND/
CUTSHEETS, PAINT DRAWDOWNS, FINISH SAMPLES, CASEWORK SHOP DRAWINGS, FIRE OR BALLAST IF NOT IN GOOD WORKING CONDITION. r -1
LIFE SAFETY PLANS,APPLIANCES& EQUIPMENT AND DOORS, FRAMES, GLAZING &
a 30. COORDINATE TELECOMMUNICATIONS AND MODIFICATION TO BUILDING ALARM
HARDWARE.
SYSTEM PROVIDED BY TENANT.VERIFY WITH TENANT LOCATION OF NEW OUTLETS I
6. CASEWORK SHOULD ADHERE TO NORTH AMERICAN ARCHITECTURAL WOODWORK PRIOR TO INSTALLATION. r�
STANDARDS 3.1 2017"CUSTOM"GRADE UNO. 31. REMOVE ALL UNUSED OR ABANDONED ELECTRICAL WIRING, EQUIPMENT,AND
7. INTERIOR WALLS TO BE LEVEL 4 SMOOTH FINISH IN ALL AREAS, LINO. PHONE AND DATA CABLING. CONFIRM WITH OWNER PRIOR TO REMOVAL. ALL w w
8. FLOORING DIRECTION AND SEAMING LOCATIONS ARE TO BE APPROVED BY THE WIRING AND CABLING TO REMAIN SHALL BE SUSPENDED FROM STRUCTURE AS
ARCHITECT. REQUIRED BY CURRENT CODE.
9. PROVIDE FINISH MATERIALS MATCHING ESTABLISHED BUILDING STANDARD QUALITY, DRAWN BY:
LL UNLESS OTHERWISE INDICATED. PROVIDE COLORS APPROVED BY OWNER AND SPRINKLER-BIDDER DESIGN NWUDTKE
ARCHITECT. 32. AUTOMATIC SPRINKLER SYSTEM SUPERVISION:ALL VALVES INCLUDING THOSE IN DATE ISSUED:
10.CONTRACTOR TO FILL AND PATCH EXISTING CONCRETE SLABS AND SHALL PROVIDE PITS, SHALL BE MONITORED BY UL LISTED FIRE MARSHAL-APPROVED CENTRAL
SMOOTH UNIFORM SURFACE PRIOR TO NEW FLOOR COVERINGS TO BE INSTALLED. IN STATION. WATER FLOW AND HIGH/LOW PRESSURE FOR DRY PIPE SYSTEM IF USED. PERMIT REVIEW SET 05.10.21
g AREA WHERE FLOOR IS TO BE LEFT EXPOSED, FLOOR TO BE MADE SUITABLE FOR SHALL BE SUPERVISED AS WELL AS OTHER FEATURES DEEMED NECESSARY BY PERMIT SET 05.17.21
SPECIFIED FINISH LEVELCURRENT NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS. SUITE 180
33. PREPARE SPRINKLER SYSTEM SHOP DRAWINGS FOR COORDINATION WITH
c� ARCHITECTS DRAWINGS BY ARCHITECT.
34. SUBMIT PROPOSED LOCATION FOR EMERGENCY LIGHTING, STROBES, SMOKE X11
n DETECTION AND SPRINKLERS (IF REQ'D)TO ARCHITECT FOR REVIEW.
AREA OF WORK - FIRST FLOOR N
SCALE: NOT TO SCALE cs
SHEET:
m TRUE NORTH PLAN NORTH LRS A2hi ec 5,Inc®2027
E
n
n
v
E
s
K
Lf
ARCH I T E C T S
720 NW Davis 503.221.1121 Lv
Suite 300 503 221.2077
Portland OR 97209 www.Irsarchitects.com
,n mPmnmv;t
OF
CONSULTANT:
EGRESS PLAN LEGEND CODE SUMMARY
- (SEE EGRESS PLAN BELOW)
NOT INCLUDED IN SCOPE OF WORK REQUIRED EXITS PER SECTION 1006(OCCUPANT LOAD PER SECTION 1004)
FEC SEMI-RECESSED FIRE EXTINGUISHER OCCUPANCY SPRINKLERED OCCUPANT LOAD REQUIRED PROPOSED
CABINET(EXACT LOCATION TO BE
DETERMINED BY FIRE MARSHALL) B Y 38 1 2
B OCCUPANCY GROUP EXIT ACCESS TRAVEL DISTANCE FROM MOST REMOTE POINT PER TABLE 1017.2
OFFICE OCCUPANCY SPRINKLERED REQUIRED PROPOSED
X OCC ROOM OCCUPANT LOAD PER B Y 300'MAX 65'-0"
SECTION 1004
COMMON PATH TRAVEL DISTANCE BEFORE 2 WAYS PROVIDED PER TABLE 1006.2.1
+® Q EXIT SIGN W/INTEGRATED OCCUPANCY SPRINKLERED REQUIRED PROPOSED
DIRECTIONAL ARROW. PROVIDE AT ALL
EXITS, EVERY 100'IN CORRIDORS AND B Y 100'MAX 65'-0"
PER SECTION 1011 IN SPACES WHERE 2
OR MORE ARE REQUIRED.SEE
ELECTRICAL DRAWINGS.
START
♦ — — ♦ EGRESS PATH(44"WIDE, UNO)
END
E♦ REQUIRED EXIT EGRESS
E(20)
WOMEN'S MEN'S
RESTROOM RESTR —
I PROJECT NUMBER: 221155
EXIT EXIT
(E) —IF
(E)
ELEC/ � GREENB URG
STORAGE COMMONS -
a — G300= BREAK R00 s ti' ��
1OCC_ i 195 NSF @1:15 Ob ONEMAIN
13 OCC.
FINANCIAL
MULTI-PURPOSE L
DOM — OFFICE TI
R �
65-0"MAX RAVEL "; 137NSF � �
DISTANCE TO EXIT:r
�1:15=
9 OCC! 1
9900 SW Greenbur Rd.
Suite 180,
OFFICE7 __—._ ——� Tigard, OR 97223
UN
B
OFFICE
2,256 GSF @ 1:50 l
= 15 OCC. L
- TJ r�J
I- -117
T
U
�J
SHEET TITLE:
17
— L —
CODE ANALYSIS
PLAN
DRAWN BY: NWUDTKE
LL
O O O DATE ISSUED:
N
�" PERMIT REVIEW SET 05.10.21
E 55'8 N PERMIT SET 05,17.21
e
A
1. LEVEL 1 EGRESS PLAN
2
SCALE: 1/8"= 1'-0"
TRUE NORTH PLAN NORTH
SHEET: A110
LRS Architects,Inc.®2021
E
n
n
r
n
6-01'MIN 5-0"MIN GENERAL NOTES
TYPE OF USE MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS
PARALLEL TO DOORWAY
APPROACH DIRECTION DOOR SIDE PERPENDICULAR TO DOORWAY z
(BEYOND LATCH UNLESS NOTED) ,�� �\ 2 II; 1. ALL DIMENSIONS INDICATED ON THIS SHEET ARE
FROM FRONT PULL 60" 18" 4 z = 1 / / �* a CLEAR MINIMUM TO FACE OF FINISH. LFs
-_ - - - - - - - - - - - - - - - - - - - - - -- - M i IIF 2. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON
FROM FRONT PUSH 48" 0" 3 - z - 9 THIS PROJECT.
FROM HINGE SIDE PULL 60" 36" 3. EE ARCHITECTURAL PLAN R ACCESSIBILITY AND
_ _ _ _ CONFORMANCE IN THE HORIZONTAL PLAN LAYOUT.
FROM HINGE SIDE PULL - - BEVELED CHANGE IN BEVELED CHANGE IN VERTICAL CHANGE IN CARPET PILE 4 . ALL REQUIRED ACCESSIBLE FIXTURES AND ELEMENTS A R C H I T E C T S
TO BE INSTALLED PER THE FIXTURE MOUNTING DIAGRAA
FROM HINGE SIDE PUSH 42" 22^ aaa T-0"MIN LEVEL(b) LEVEL(a) LEVEL HEIGHT PER ALL APPLICABLE ACCESSIBILITY STANDARDS. 720 NW Davis 503.221.1121 =4
FROM LATCH SIDE PULL 48"' - 24" 1'-0"MIN V-0"MIN 5. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO Suite 300 503 221.2077 C
FROM LATCH SIDE PUSH 42" 2 24 (a) CIRCULAR (b)T-SHAPED ENSURE CONFORMANCE WITH REQUIRED MOUNTING
HEIGHTS. Portland OR 97209 www.irsarchitects.com
NOTE: IT IS RECOMMENDED THAT TOLERANCES BE BUILT INTO THE 6. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS
1 ADD 6 INCHES IF CLOSER AND LATCH PROVIDED. DESIGN FOR ALL CRITICAL DIMENSIONS TO AID IN CONSTRUCTIBILITY AS REQUIRED FOR PROPOSED AND FUTURE
2 ADD 6 INCHES IF CLOSER PROVIDED. ACCESSORIES AND GRAB BARS MOUNTING FIXTURES.
3ADD 12 INCHES BEYOND LATCH IF CLOSER AND LATCHED PROVIDED. B TURNING SPACE C FLOOR SURFACES & CHANGES IN LEVEL 7. PROVIDE GYPSUM BOARD WRAP BEHIND FIXTURES AT
4 BEYOND HINGE SIDE WALLS DESIGNATED ON FLOOR PLANS AS FIRE �j�
A MANEUVERING CLEARANCES AT MANUAL 8. RESISTIVE. to
ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR A%
SPACE CONTIGUOUS OR OVERLAPPING THE a
20"MAX >20"-25"MAX ACCESSIBLE ROUTE. '
SWINGING DOORS
9. FLOOR DRAINS SHOULD NOT BE PLACED IN THIS
CL OF CL OF CLEAR FLOOR SPACE.
A. EXCEPTION: DRAINS MAY RESIDE IN CLEAR
FIXTURE FIXTURE 4"MAX FLOOR SPACE PROVIDED DRAIN HOLES DO NOT 4n Mom
g EXCEED 1/2" DIA. MAXIMUM; FLOOR SLOPE DOES
NOT EXCEED 2% IN ANY DIRECTION; AND THE
- -
x\
48"
m ELEVATION CHANGE AT THE DRAIN LIP DOES NOT OF
z 48"MIN EXCEED 1/8".
O z EXIT SIGN ) 10. OPERABLE PARTS SHALL BE OPERABLE WITH ONE
M g 9" HAND AND SHALL NOT REQUIRE TIGHT GRASPING,
OBSTRUCTED UNOBSTRUCTED PINCHING, OR TWISTING OF THE WRIST. THE FORCE
wo
48" IN o HIGH FORWARD REACH FORWARD REACH TYPICAL DOOR REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE
z OPENING TO RAISED 5.0 POUNDS MAXIMUM. CONSULTANT:
I $ CHARACTERS
30"MIN
SIZE OF CLEAR
(b) PARALLEL (a) FORWARD FLOOR SPACE A XC J a-
co Z x ¢ ~ O
POSITION OF CLEAR N CARD m czi u°D
FLOOR SPACE VERTICAL CLEARANCE LIMITS OF PROTRUDING OBJECTS READER
10"MAX >10"-24"MAX 10"MAX EXCEPTIONS:
n60
1. HANDRAILS SHALL BE PERMITTEDTO PROTRUDE 4Y" MAX.
OBSTRUCTED UNOBSTRUCTED 2. DOOR CLOSERS AND DOORSTOPS SHALL BE PERMITTED TO BE 78" MIN ABOVE THE FINISH FLOOR TYPICALATDOOR
A ` HIGH SIDE REACH SIDE REACH OR GROUND.
xD REACH RANGES E PROTRUDING OBJECTS F TYPICAL AT DOOR
N
36"MIN
(b)PARALLEL (a) FORWARD
APPROACH APPROACH
MANEUVERING
CLEARANCE IN AN ALCOVE
G CLEAR FLOOR SPACE
6 flX 17 5 ALIGN ADJACENT - PROJECT NUMBER: 221155
OUTLETS SWITCHES
_ 0
ELEVATION z PLAN w - Jel O - I cI nI z o - GREENBURG
BMIN � � _ � - - I I _ a II/ I
T :CLEARANCE - I_ c3 c3 c�3 p LL
- - t Z_ - _ > W - om mYaoz � mg5 ; o COMMONS -
- ]1
�� 40 0 � -u�i � _ w Ilpz = w = U o � � _ U = � � ow � 0 2p � cr
01 o v
v o o m n o
¢ ao 4 O
o � m � o - - _ _ mz � �04 b LU; DZ � o 4a � m � z 4 ¢ a o p � o � � ONEMA/N
11MIN 2'-1"MAX FINANCIAL
MOUNTED INTERCOM ANNUNCIATOR EMERGENCY CIRCUIT PANEL MAILBOXES CALL BOX/ ELECTRICAL ELECTRICAL OUTLET WALL FIRE FIRE ALARM FIRE ALARM THERMOSTAT CLOSET SHELF OFFICE TI
ELEVATION PLAN PHONE STATION PANEL POWER OFF DOOR ACCES OUTLETS/WALL @ 34" H COUNTER MOUNTED FIRE EXTINGUISHER PULL STATION STROBE LIGHT (ENVIRONMENTAL AND ROD
KNEE CLEARANCE PUSH BUTTON SWITCHES EXTINGUISHER CABINET CONTROL)
H KNEE & TOE CLEARANCE I GENERAL FIXTURE MOUNTING HEIGHTS 9900 SW Greenburg Rd.,
Suite 180,
30" MIN Tigard, OR 97223
WORK 30MIN
SURFACE CLR WIDTH PROVIDE PIPE RANGE W/
PROTECTION OVEN
UNDER SINK
z_ REQ'D
v— DW WORK Rq
SURFACE REF
- - - - - - - -
� - - -
w
U
Z
6 _ _
E _ _
J
m
N
tq
W
U
U
Q
WORK SINK W/KNEE DISHWASHER COOKTOP/OVEN REFRIGERATOR SHEET TITLE:
N SURFACE CLEARANCE
'PROVIDE FLOORING &FINISHED WALLS UNDER ACCESSIBILITY
FORWARD APPROACH COUNTERS.
'PARALLEL APPROACH ALLOWED AT SINK
o WHERE A COOKTOP/RANGE IS NOT PROVIDED COMPLIANCE
J KITCHEN CLEARANCES 'COUNTERTOP WORK SURFACE TO BE 34"A.F.F. MAX.
0
0
C
E
E
0
0
0
DRAWN BY: NWUDTKE
LL
o DATE ISSUED:
E
E PERMIT REVIEW SET 05.10.21
0
PERMIT SET 05.17.21
m
N
.n
.n
c N
C
SHEET:
A111
0 M LRS Alchilecfs,IM.®2021
O E
E
n
GENERAL NOTES
A. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE
ONLY.VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF L f
S-O" WORK AND REPORT ALL DISCREPANCIES TO ARCHITECT. A R C H I T E C T S
DOOR B. DIMENSIONS ARE TO FACE OF FINISH, LINO. DIMENSIONS NOTED TAKE
SIGNAGE, PRECEDENCE OVER SCALE. 720 NW Davis 503.221.1121 -
TYP C. PROTECT ALL ADJACENT AREAS DURING DEMOLITION AND FROM DUST
9,.
AND TRASH INTRUSION. Suite 300 503 221.2077 1)
D. ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS.
z PROVIDE ADEQUATE BRACING ON EXISTING CEILING FRAMING SYSTEM Portland OR 97209 www.lrsarchitects.com
PRIOR TO DEMOLITION.
w E. REPAIR ANY DAMAGED WINDOW MULLIONS, SILLS OR TRIM AT
x PERIMETER OF BUILDING WHERE WALL(S)WERE REMOVED.
L) 9 F. REMOVE AND SALVAGE FIRE EXTINGUISHERS AND CABINETS FOR
REUSE. COORDINATE WITH FLOOR PLANS FOR MORE INFORMATION.
G. REMOVE ALL UNUSED BLANK JUNCTION BOXES. PATCH AND PAINT.
REMOVE AND FILL ALL UNUSED CORE DRILLS AND FLOOR BOXES.
H. REPAIR AREAS ADJOINING DEMOLITION WORK TO MATCH EXISTING
AND/OR NEW CONSTRUCTION.
BUILDING STANDARD SINGLE FLUSH I. PROVIDE BREAK METAL AND SOUND CAULK AT ALL WALUMULLION
WOOD DOOR & FRAME JOINTS.
J. ALL DOOR OPENINGS TO BE 5" FROM PERPENDICULAR WALL, UNO.
FINISH: MATCH EXISTING PQIIIAD,
FRAME FINISH: MATCH EXISTING K. PROVIDE SEMI-RECESSED FIRE EXTINGUISHER CABINETS AS t
REQUIRED BY CODE. Alt
L. MAINTAIN EXISTING FIRE RATINGS ON WALLS, DOORS AND OF
A. ENCLOSURES AS REQUIRED BY CODE.
M. ALL NEW& EXISTING OUTLETS, SWITCHES AND COVERPLATES TO BE
WHITE. PROVIDE AS NEEDED.
N. WHEN NEW LIGHT SWITCHES ARE ADDED TO ANY PORTION OF THE
SUITE, REPLACE ALL EXISTING LIGHT SWITCHES WITH NEW BUILDING
3. TYPICAL DOOR ELEVATIONS STANDARD OCCUPANCY SENSOR SWITCHES. CONSULTANT:
O. ALL FIXTURES SHOWN ARE ASSUMED NEW LINO.
SCALE: 1/4"= V_0" P. ALL LOW VOLTAGE CABLING TO BE PROVIDED BY TENANT. GC TO
PROVIDE J-BOX WITH RING AND STRING AT LOCATIONS SHOWN.
LEGEND
EXISTING TO REMAIN
EXISTING DUPLEX OUTLET TO REMAIN
EXISTING POWER&DATA TO REMAIN
EXISTING QUADRUPLEX OUTLET TO REMAIN
DEMOLISH EXISTING ELEMENT
DEMOLISH EXISTING JUNCTION BOX
DEMOLISH EXISTING THERMOSTAT
DEMOLISH EXISTING DUPLEX OUTLET
b DEMOLISH EXISTING POWER & DATA
[ DEMOLISH EXISTING FLOOR MOUNT DUPLEX AND
POWER &DATA
„ - _ - - (NIC) i� �—
5 n \\ � NEW BUILDING STANDARD INTERIOR PARTITION TO
m� �
D256" 1 BREA +56" J UNDERSIDE OF ACT GRID (SEE DETAIL 2/A841)
�I 2 ° O ROOM PROJECT NUMBER: 221155
ELEC/ + 101
6 STORAGE > DOOR TYPE
, 6
„ D3 ii /i �, j 102, 1 ! +4 „ 10 841 8 GREENBURG
TELCO TELCO
- _ = 3 COMMONS
- DEMO PLAN KEYNOTES ONEMAIN
MULTI-PURPOSE ° Y L
- �0Q
II II 103 FINANCIAL
D1 REMOVE PORTION OF EXISTING WALL.
8
4 L REMOVE EXISTING SINK& FAUCET- IF ADA-COMPLIANT, SAVE FOR OFFICE TI
- - a =-- - 4 D2 REUSE. COORDINATE WITH FLOOR PLAN FOR MORE INFORMATION.
- REMOVE EXISTING DISHWASHER- RECYCLE OR RETURN TO OWNER'S
OFFICE - -_ - C D3 STOCK PILE. COORDINATE WITH THE OWNER. 9900 SW Greenburg Rd.,
II 104 - Suite 180,
II II OPEN Tigard, OR 97223
- - - - - - - -_ J / T OFFICE
L
100 FLOOR PLAN KEYNOTES
p d O REUSE EXISTING SINK&FAUCET.
IN-FILL EXISTING OPENING. WALL CONSTRUCTION TYPE TO MATCH
ADJACENT WALL.
-- O', L G'' NEW BUILDING STANDARD DOOR WITH PASSAGE LEVERSET; SEE TYP
- _ = O 'A'3/A201 FOR MORE INFORMATION.
4DINSTALL 2" DATA POLE-COORDINATE EXACT LOCATION &
REQUIREMENTS WITH TENANT.
ELECTRICAL PANEL-COORDINATE EXACT REQUIREMENTS WITH
TENANT.
- - 6 PROVIDE(2) SERVER RACKS- COORDINATE EXACT REQUIREMENTS
a O WITH TENANT AND TENANT VENDOR.
OCOORDINATE ALL POWER& DATA REQUIREMENTS WITH TENANT AND SHEET TITLE:
TENANT VENDOR.
1 DEMOLITION &
ALIGN NEW WALL WITH EXISTING. FLOOR PLAS
- - -� -� - �
NEW BUILDING STANDARD ADA REFRIGERATOR PROVIDE POWER AS
- - NECESSARY.
\ 10 EXISTING UPPER CABINETS TO REMAIN.
FURNITURE TO BE PROVIDED BY TENANT-CONTRACTOR TO PROVIDE
11 POWER & DATA AS NECESSARY. COORDINATE EXACT REQUIREMENTS
WITH TENANT.
DRAWN BY: NWUDTKE
LL
DATE ISSUED:
E
E PERMIT REVIEW SET 05.10.21
N N PERMIT SET 05.17.21
ary'
C
1. DEMOLITION FLOOR PLAN 2. FLOOR PLAN
SCALE: 1/8"= 1'-0" SCALE: 1/8"= 1'-0"
SHEET:
A201
LRS Architects,Inc.0 2021
E
v
a
E
n
Lf
GENERAL NOTES A R C H I T E C T S
720 NW Davis 503.221.1121
A. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE Suite 300 503 221.2077
ONLY. VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF
WORK AND REPORT ALL DISCREPANCIES TO ARCHITECT. Portland OR 97209 www.irsarchitects.com
B. DIMENSIONS ARE TO FACE OF FINISH, UNO. DIMENSIONS NOTED TAKE
PRECEDENCE OVER SCALE.
C. ALL ACCESS PANELS, DIFFUSERS AND NON-NOTED FIXTURES TO BE
FINISHED MATCH ADJACENT CEILING FINISHES.
D. VERIFY ALL
MOUNTING HEIGHTS ONSITE WITH ARCHITECT PRIOR TO �D—
INSTALL. 'OPP
E. LIGHT FIXTURES, SPRINKLERS AND ALL OTHER CEILING MOUNTED
EQUIPMENT TO BE CENTERED IN ROOM,AREA AND/OR ACOUSTIC
PANEL UNO. w mcHm C.sT
F. PLACE ALL VAV BOXES AND MECHANICAL EQUIPMENT ABOVE ACP
CEILINGS, OTHER PROPOSED LOCATIONS TO BE REVIEWED BY
ARCHITECT PRIOR CONSTRUCTION. to PaIILND,
G. ALL TRADES TO PROVIDE SEISMIC UPGRADES REQUIRED BY CODE.
H. PROTECT ALL ADJACENT AREAS DURING DEMOLITION AND FROM DUST
AND TRASH INTRUSION. OF
I. ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS.
PROVIDE ADEQUATE BRACING ON EXISTING CEILING FRAMING
SYSTEM PRIOR TO DEMOLITION.
J. CEILING CONFIGURATION TO REMAIN, LINO.
CONSULTANT:
RCP LEGEND
EXISTING 2x4 ACOUSTICAL SUSPENDED GRID AND
CEILING TILE TO REMAIN
EXISTING RECESSED LIGHT FIXTURE TO REMAIN
+ ® z EXISTING HVAC SUPPLY TO REMAIN
+ EXISTING SPRINKLER TO REMAIN
+ + + PROJECT NUMBER: 221155
+ E TO
® EXISTING EXIT SIGN TO REMAIN Fl px-D GREENBURG
+ COMMONS -
+ � � ONEMAIN
+ + FINANCIAL
a OFFICE TI
+ + 9900 SW Greenburg Rd.,
+ + Suite 180,
Tigard, OR 97223
+ +
0
SHEET TITLE:
® + I REFLECTED
°
CEILING PLAN
U
g
9
C
a
E
J O O
0
0
0
DRAWN BY: NWUDTKE
LL
DATE ISSUED:
0
E PERMIT REVIEW SET 05.10.21
N PERMIT SET 05.17.21
d
1. REFLECTED CEILING PLAN
SCALE: 1/8"= 1'-0"
0
e
9
SHEET: A401
s
LRS Amhifecfs,Inc.®2027
E
n
c
E
v
Lf
ARCH I T E C T S
720 NW Davis 503.221.1121 1
Suite 300 503 221.2077 C
Portland OR 97209 www.Irsarchftects.com
I
AF t$ IT
4�"
Q
F
CONSULTANT:
ONE RIGID BRACE @ MAX.4'-0"O.C.
AT ALTERNATE SIDES AS PER
NWCB PUB.200-501 -FOR BRACE
" (2)0.145 DIA.x 1-1/2"L.HILTI (2)0.145 DIA.x 1-1/2"L. HILTI MEMBER IZE SEE O FOR OPTIONS
< = X-DNI FASTENERS @ 3"O.C. X-DNI FASTENERS @ 3"O.C.
A INTO CENTER OF RIB INTO CENTER OF RIB 2
" 1
CUTOPENING (2)No.8 SCREWS
IN CEILING
PANEL >
20 GA.2"x3"x2"L
U 4 Q STEELANGLE
o
z " 6 7 EXISTING CONC/ METAL
�� COMPOSITE DECK _ _ _ _ _ _ _ a
w od A841
EL a I ' BRACE @ 2nd 4 G _ TOP TRACK:
j FLR.STRUCT. 250T125-33,
��l SII CONTINUOUS
(2)No.8(1/4"dia.)SELF-
A 20 GA.2"xTW"L 20 GA.2"x3"x4"L -� TAPPING TEK SCREWS PROJECT NUMBER: 221155
6 ( E ) SUSPENDED CEIILING STEEL ANGLE �n STEEL ANGLE INTO TOP TRACK
INTERIOR PARTITION REENB
A841 FASTEN BRACE TO °° __ FASTEN BRACE TO PER WALL TYPES G URG
DIAGONAL BRACE - ANGLE wi(2)No.8 ANGLE W/(2)No.8
8 SCREWS SCREWS
BRACE @ TOP SEE . . . . . 4..
OF PARTITION A841 RIGID BRACE A O BRACE OPTIONS AS PER NWCB PUB.#200-501 COMMONS -
OF
INTERIOR PARTITION - SEE 2„ RIGID BRACE A O 3/4"x16GA.COLD ROLLEDCHANNEL
2/A841 SECTION AN –FOR UR ONEMA/N
7/8"x25GA.FURRING CHANNEL
–OR-- FINANCIAL
- -
11-5/8"x25GA. STEEL STUD.
OFFICE TI
5. INT. PARTITION BRACING 6. BRACING @ STRUCTURE 7. BRACING @ STRUCTURE 8. BRACING @ PARITION HEAD 9900 SW Greenburg Rd.,
SCALE: 1"= I'-O" SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" Suite 180,
Tigard, OR 97223
REFERENCE DETAIL 51AB41 CLEAR SILICONE CAULK AT SEAM 2'-1"U .O.N.
2'-1"U.O.N. (TMP) CLEAR SILICONE CAULK AT SEAM (TYP)
CHROME ACCESSIBLE FAUCET PLASTIC LAMINATE COUNTERTOP 8 SPLASH
REFERENCE DETAIL 5/A641 ADA COMPLIANT STAINLESS EL ALL EXPOSED SURFACES&EDGES(SEE
.S STEEL KITCHEN SINK ELEVATION)OVER 3/4"SUBSTRATE
1"
_VERIFY HEIGHTd
Y PLASTIC LAMINATE COUNTERTOP �
2'-D"MIN. t 8 SPLASH AT ALL EXPOSED CONNECTION
`
SURFACESEDGES(SEE 4"WIRE PULLS, BRUSHED
PROVIDE FASTENERS @ EA. ELEVATION))OVER ALUMINUM(TYP)
Izz
BRACE STUD CONNECTION TO TOP Y MEDIUM-DENSITY FIBERBOARD
RBOARD
S OF WALL STUD PROVIDE SOUND BATTING ABOVE
MADE W/EXTERIOR GLUE. SHEET TITLE:
CEILING TILES AT LEAST 2'-0"ON _ _ i
EITHER SIDE OF WALL
EXISTING TO 4"WIRE PULLS, BRUSHED
ry REMAIN AS-IS ALUMINUM PLASTIC LAMINATE AT ALL ELEVATION
3-5/8"25 GA.(362S12518)MTL SEMI-EXPOSED SURFACES OVER & INTERIOR
STUDS @ 24"O.C.WITH 5/8"GYP. PLASTIC LAMINATE OVER 3/4" 3/4"SUBSTRATE; SELF EDGE
o
HORIZONTAL BD.EACH SIDE. PROVIDE 3"SOUND w SUBSTRATE REMOVABLE BASE
SURFACES, ATTENUATION BATT INSULATION BLACK HEAT CONCEALED BINTDOORS W/ FULLY AN HINGE & SHHELVES(TMP)ITE R w/ADJUSTABLE DETAILS
PL-X FRICTION FIT IN STUD SPACE AND PROOF WRAP
ACOUSTIC SEALANT @ CEILING
VERTICAL GRID. @ EXPOSED h QUICK SNAP OFF CAPABILITY BASE AS SPECIFIED(TYP)
E _ SURFACES, POWDER DRIVEN ANCHOR PIPING WHITE INTERIOR(TYP)
PL-X AT 2'-0"O.C.THRU MTL.
o t g -- --__- BASE ON BOTH SIDES AS STUD TRACK,LION
6'-7" 3'-0" SPECIFIED 'v DRAWN BY: NWUDTKE
(5)EO CLR. L EXISTING SLAB 10-
hT.O. FIN. FLR *T.O_FIN.FLR DATE ISSUED:
4 3 RUBBER BASE, Y
E A841 A841 RB-X
CONTINUE FLOOR FINISH PERMIT REVIEW SET 05.10.21
e UNDER CABINET AT SINK, PERMIT SET 05.17.21
SEE FLOOR PLAN
N
h
1. BREAKROOM ELEVATION 2. BUILDING STANDARD PARTITION 3. TYPICAL LOWER CABINET W/A SINK 4. TYPICAL CABINET W/ DOOR
SCALE: 114"= V-0" SCALE: 1/2"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" A841
0
9
A
SHEET:
s
LRS Aithitecfs,Inc.®2021
E
a
E
8
n