Plans (12) BUP2019 -00352
ABBREVIATIONS:
@ AT FLUOR FLUORESCENT P. LAM PLASTIC LAMINATE GENERAL CONSTRUCTION NOTES:
& AND FO FACE OF PLYWD PLYWOOD RECEIVED
AB ANCHOR BOLT FOC FACE OF CONCRETE PREFIN PREED 7 UNLESS NOTED OTHERWISE ALL EXISTING FINISHES TO REMAIN. PROTECT EXISTING FINISHES INDOCHINO DEC 312019
A/C AIR CONDITIONING FOF FACE OF FINISH PT PRESSURE TREATED DURING CONSTRUCTION
ACT ACOUSTICAL CEILING TILE FOM FACE OF MASONRY PTD PAPER TOWEL DISPENSER CITY OF TIGARD �'� �Y15 Z�c1
2 C.G. TO VERIFY THAT ALL EQUIPMENT IS IN WORKING ORDER. BUILDING DIVISION y�� M, 7
A.F.F. ABOVE FINISH FLOOR FOS FACE OF STUD PTN PARTITION MADE T O MEASURE 12
ALT ALTERNATE FT FOOT OR FEET PTR PAPER TOWEL RECEPTACLE 3 PATCH AND REPAIR ANY DAMAGED WALL FINISHES. IAE3:12r3'2��
ALUM ALUMINUM FTG FOOTING PVC POLYVINYL
AAPPROXIMATE GA GAUGE PAVEMENT TENANT IMPROVEMENT
ARCHRCH CIT ARCHITECTURAL GALV GALVANIZED QT QUARRY TILE Z
AUTO AUTOMATIC GB GRAB BAR R. RADIUS Z
A.F.C. ABOVE FINISH CEILING GC GENERAL CONTRACTOR RA RETURN AIR W
BD BOARD GL GLASS RB RUBBER BASE U
A.F.F. BELOW FINISH FLOOR GLB GLU LAM BEAM RD ROOF DRAIN
BLDG BUILDING GND GROUND REF REFERENCE MALL REQUIREMENTS: PROJECT DESCRIPTION: W
BLKG BLOCKING GRD GRADE REFL REFLECTED Z
A.M. BENCHMARK GWB GYPSUM WALL BOARD REINF REINFORCED 1 PRIOR TO START OR CONSTRUCTION A CONSTRUCTION KICKOFF MEETING IS REQUIRED THIS PROJECT CONSISTS OF BUILDING A NEW DEMISING WALL DIVIDING ONE TENANT SPACE INTO TWO
A.O. BOTTOM BOTTOM OF HBRESIL RESILIENT
HOSEgBBGYPSUM OARD REQ'D REQUIRED TENANT SPACES. EXISTING STOREFRONT WILL BE DEMO'D WITH NEW STOREFRONT BEING CONSTRUCTED. � m
BRG BEARING HC HANDICAP PARKING STALL RM ROOMSALES FLOOR FLOORING WILL BE REMOVED WITH NEW TILE BEING INSTALLED. NEW ADA COMPLIANT ~ ° 3
BSMT BASEMENT HDWD HARDWOOD RO ROUGH OPENING CO m
BTWN BETWEEN HDWR HARDWARE RCP REFLECTED CEILING PLAN DRESSING ROOM WILL BE CONSTRUCTED. NEW LIGHTING TO BE INSTALLED. MINIMAL MECHANICAL TO ADJUST c) U) 00 IM
[OR C CHANNEL HM HOLLOW METAL S SOUTH Z c m
CAB CABINRACTORFURNISHED HR HOUR
HOHORIZONTAL SCD SOLIDEAT CORE COVER DISPENSER ANY GRILLES AND TO SEPARATE THE TWO NEW SPACES. EXISTING RESTROOM TO REMAIN, NO CHANGE. w os E
AND INSTALLED H. HEIGHT SCHED SCHEDULE
u) 2Ld O a N
W 2r
C.I. CONTRACTOR INSTALLED HVAC HEATING/VENTILATION! SO SOAP DISPENSER to a N m =
ONLY AIR CONDITIONING SECT SECTION 8 $m 3 w
-20 mN
CLG CEILING HW HOT WATER SHTG SHEATHING ° M n o m 3 u
PROJECT TEAM: ii . W 3 .10
CLOS CLOSET ID INSIDE DIAMETER(DIM.) SHWR SHOWER DRAWING INDEX: = a a 3: .2
u U
atx3m-
CLR CLEAR INSUL INSULATION SHT SHEET CLIENT: MACERICH • e N as 3 3 o
CJ CONTROL JOINT INT INTERIOR SIM SIMILAR 11411 N TATUM BLVD SHEET NUMBER SHEET NAME
CMU CONCRETE MASONRY UNIT JAN JANITOR SJ SEISMIC JOINT PHOENIX, AZ 85028 AO.O COVER SHEET
COL COLUMN JT JOINT SM SHEET METAL CONTACT: CHARLENE SIROKMAN AO,1 MALL LOCATION PLAN (FOR REFERENCE ONLY)
CONIC CONCRETE JST JOIST SND SANITARY NAPKIN EMAIL:Chartene.Sirokman@macerich.com 0
A1.0 DEMOLITION PLAN
CONST CONSTRUCTION KIT KITCHEN DISPENSER DESIGN TEAM: WESTERN CONSTRUCTION SERVICES, INC A1.1 NEW PLAN
CONT CONTINUOUS KD KILN DRIED SNT SANITARY NAPKIN 2300 EAST THIRD LOOP SUITE 110 A1.2 CEILING PLAN z W
CONTR CONTRACTOR L. LENGTH RECEPTACLE VANCOUVER, WA 98661
CORR CORRIDOR LAB LABRATORY SPEC SPECIFICATION Ph. 360.737.0990 A1.3 FINISH PLAN & SCHEDULE
CR CONTRACTOR ROUGH-IN LAM LAMINATE SQ SQUARE CONTACT: KEVIN KINCAID A2.O STOREFRONT ELEVATION & DETAILS V„I
EMAIL: kkincaid@westemconstruction.tbm O
CSMT CASEMENT LAV LAVATORY SS STAINLESS STEEL A5.0 WALL DETAILS 2 C: m N
CTR CENTER LB LAG BOLT STD STANDARD STRUCTURAL: RIDGE ENGINEERING Z LU i07 I
CENTER LINE LL LIVE LOAD STK STOCK (DESIGN PROFESSIONAL 15475 NW PUMPKIN RIDGE ROAD — > T ti
Irl-
DBL DOUBLE LS LANDSCAPING STL STEEL OF RECORD) NORTH PLAINS, OR 97133 O Z , O7
DEMO DEMOLISH LT LIGHT STOR STORAGE Ph: 503.702.9169 O >
CONTACT: RICH BOYER >
DEPT DEPARTMENT LVR LOUVER STRUCT STRUCTURAL EMAIL: ridgeengineering@coho.netO
a
DF DRINKING FOUNTAIN MAT'L MATERIAL SUSP SUSPENDED Z W
DIA DIAMETER MAX MAXIMUM SYM SYMMETRICAL CONTRACTOR: WESTERN CONSTRUCTION SERVICES, INC
DIAG DIAGONAL MB MACHINE BOLT T&B TOP AND BOTTOM 2300 EAST THIRD LOOP, SUITE 110 Q _ W
I�
DIM DIMENSION MDO MEDIUM DENSITY OVERLAY TOC TOP OF CURB VANCOUVER, WA 98661 r
Ph. 360.823.4239
DISP DISPENSER MECH MECHANICAL TEMP TEMPERED CONTACT: CARTER SCHAFFRAN Q w
D.JT DEFLECTION JOINT MED MEDIUM T&G TONGUE AND GROOVE EMAIL: carter@westemeonstruction.com Z
:Z S
DN DOWN MEMB MEMBRANE THK THICK z
DR DOOR MEZZ MEZZANINE TJ TOOL JOINT 3:
cn
DS DOWNSPOUT MFR MANUFACTURER TP TOP OF PAVEMENT GENERAL NOTES: PROJECT DATA: F—
DTL DETAIL MH MANHOLE TPD TOILET PAPER DISPENSER 00
DWG DRAWING MIN MINIMUM TS TUBE SECTION 1. ALL WORK TO COMPLY WITH THE REQUIREMENTS OF CITY OF TIGARD AND THE CURRENT EDITIONS OF PROJECT LOCATION: 9348 SW WASHINGTON SQUARE, SUITE W-14 M
0 DIAMETER OR ROUND MIR MIRROR TOW TOP OF WALL THE BUILDING CODE. ANY BUILDING OFFICIAL, SUBCONTRACTOR OR TRADES PERSON NOTING TIGARD, OR 97223 0)
E EAST MISC MISCELLANEOUS TYP TYPICAL DISCREPANCIES SHALL NOTIFY THE DESIGNER AND THE CLIENT IMMEDIATELY UPON DISCOVERY. SCOPE OF WORK: LANDLORD IMPROVEMENT
EA EACH MTD MOUNTED UNFIN UNFINISHED 2. CONTRACTORS SHALL COORDINATE ALL REQUIRED INSPECTIONS BY THE CITY OF TIGARD AND ANY
EJ EXPANSION JOINT MTL METAL U.N.O. UNLESS NOTED OTHERWISE AREA OF REMODEL: 4,572 SQ. FT. COVER SHEET
EL ELEVATION N NORTH VB VAPOR BARRIER OTHER GOVERNING AUTHORITIES AS REQUIRED,
ELEC ELECTRICAL NA NOT APPLICABLE VERT VERTICAL 3. CONTRACTORS SHALL VERIFY AND CONFIRM EXISTING CONDITIONS AS SHOWN OR IMPLIED ON BUILDING CODES: 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC)
ELEV ELEVATOR NIC NOT IN CONTRACT VFY VERIFY DRAWINGS PRIOR TO THE START OF CONSTRUCTION OR ORDERING MATERIALS,AND NOTIFY THE 2014 OREGON MECHANICAL CODE(OMC)
2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC)
DESIGNER OF ANY DISCREPANCIES.
EOS EDGE OF SLAB NO. OR# NUMBER VG VERTICAL GRAIN 2017 OREGON PLUMBING CODE(OPC)
ENCL ENCLOSURE NOM NOMINAL W WEST 4. CONTRACTORS SHALL OBTAIN AND PAY FOR ALL TEMPORARY UTILITIES INCLUDING ELECTRICITY 2014 OREGON FIRE CODE (OFC)
EP ELECTRICAL PANEL NTS NOT TO SCALE W/ WITH NECESSARY FOR CONSTRUCTION. 2017 OREGON ELECTRICAL CODE(OEC)
EQ EQUAL OA OVERALL WC WATER CLOSET
EQUIP EQUIPMENT OBS OBSCURE WD WOOD 5. ALL CONSTRUCTION DEBRIS TO BE NEATLY STOCKPILED ON SITE UNTIL DISPOSAL. ALL DEBRIS IS TO FIRE SPRINKLERS: YES
EW EACH WAY OC ON CENTER WF WIDE FLANGE BE DISPOSED OF IN LEGAL MANNER AT A LANDFILL OR RECYCLING CENTER. NO DEBRIS IS TO BE CONSTRUCTION TYPE: IIB
EXIST EXISTING OD OUTSIDE DIAMETER WH WATER HEATER DISPOSED OF IN LOCAL WASTE COLLECTION FACILITIES. REUSE OF DOCUMENTS
EXP EXPANSION O.F. OWNER FURNISHED W/O WITHOUT 6. CONTRACTOR SHALL PROVIDE STORAGE FOR ALL BUILDING MATERIALS IN ACCORDANCE WITH This document, and the ideas
EXT EXTERIOR O.F.C.I. OWNER FURNISHED WP WATERPROOF MANUFACTURERS RECOMMENDATIONS. and designs incorporated, as an
FA FIRE ALARM CONTRACTOR INSTALLED WRB WEATHER RESISTANT instrument of professional
FBO FURNISHED BY OTHERS OFF OFFICE BARRIER 7. ALL SUBSTITUTIONS MUST BE APPROVED BY THE OWNER, ALONG WITH WRITTEN REQUESTS CODE SUMMARY: service is the property of
FD FLOOR DRAIN OH OVERHEAD WRGB WATER RESISTANT CONTRACTOR SHALL PROVIDE ALL INFORMATION REGARDING THE SUBSTITUTION IN QUESTION, OFFICE COPY Western Construction Services,
INCLUDING COST. Inc. a Corp of WA and is not to
FDN FOUNDATION OPNG OPENING GYPSUM BOARD OCCUPANCY: M be used, in whole or in part,for
FE EXISTING SQUARE FOOTAGE 4,572 CITY OF TIGARD an FIRE EXTINGUISHER OPP OPPOSITE WSCT WAINSCOT 8. WRITTEN DIMENSIONS AND NOTES ON DRAWING SHALL TAKE PRIORITY OVER SCALE OF DRAWINGS. y reason without the written
DO NOT MEASURE DRAWINGS TO DETERMINE ANY DIMENSIONS. DRAWINGS ARE IN SCALE FOR PROPOSED SQ FOOTAGE W14A: 1,117(EMPTY SPACE) REVIEWOR CODE COMPLIANCE authorization of Western
FEC FIRE EXTINGUISHER CABINETOFI OWNER FURNISHED & WT WEIGHT PROPOSED SQ FOOTAGE W14B: 3,455
FF FINISH FLOOR INSTALLED WWF WELDED WIRE FABRIC PURPOSES OF DESIGN AND INTENT ONLY.ALL DIMENSIONS SHOWN PLANS ARE FROM AND TO FACE Approved: ] Construction Services, Inc. a
OF FRAMING OR FROM AND TO CENTERLINE OF WALLS, UNLESS OTHERWISE NOTED. 1 , Corp of WA.
FIN FINISH PJ PANEL JOINT EXISTING W14 OCCUPANT LOAD: OTC:
FL FLOOR PL PROPERTY LINE9. ALL FEATURES OF THE WORK NOT FULLY SHOWN SHALL BE OF THE SAME TYPE AND CHARACTER OF RETAIL: 122 (3611/30=122)
STOCK/STORAGE:RAGE: 3 (863/300=3) PerimAddress:
,Q„ Q 9 - pp A��a� DATE ISSUE
THAT SHOWN FOR SIMILAR CONDITIONS. IN THE EVENT OF THAT ADDITIONAL WORK IS REQUIRED TO a
COMPLETE THE WORK AS INTENDED OR REQUIRED BY GOVERNING CODES, YET NOT FULLY SHOWN OFFICE: 1 (98/100=1) Address: 9 Z 4R �_, .�_]� S„ rel 12.13.19 bid set
W Fy'�
OR OMITTED BY IN THE DRAWINGS, CONTRACTORS MUST STILL PROVIDE FOUNDATION, CARPENTRY, TOTAL: 126 Suite#: 1 y 12.27.19 submittal
MECHANICAL, ELECTRICAL AND OR/PLUMBING AS REQUIRED FOR CERTIFICATE OF OCCUPANCY. PROPOSED W14B OCCUPANT LOAD: By: _ Date: ��
10. VERIFY ALL DIMENSIONS &MFR. SPECIFICATIONS OF OWNER FURNISHED EQUIPMENT PRIOR TO STOCKIRETAIL: 90 (2686/30= )
TOTAL:
CONSTRUCTION. STORAGE: 3 (763/300=3 3)
TOTAL: 93
11. DO NOT SCALE DRAWINGS.
N
VICINITY MAP AREA OF WORK, ENERGY NOTES:
SEE SHEET A1 .0 ENERGY NOTES:
1. ALL PENATRATIONS IN BUILDING ENVELOPE TO BE SEALED PER THE
ENERGY CODE.
2. EXIT SIGNS TO BE 5 WATTS MAX.
Haa!NlrnbuS WI S(_] _. Sonnt Store
Broder S,
r
irk i'..I' �r„Il Kiri � e
V PPizza-Bear elble DEFERRED SUBMITTALS: VALIDITY of PERMIT
iBib Pizza�eeavenoa
Nordstrom Rack Q Target
Cascade Plaza
iB R A D L E Y THE ISSUANCE OF A PERMIT
CORNER 1. FIRE SPRINKLERS
BASED ON CONSTRUCTION DRAWN BY: BE
sw CHECKED BY: KK
®CORT Furniture Outlet - h'"eyd DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
Washington Square £`
LUSH Q Sizable shopping man Q THE CODE OFFICIAL FROM
with drtnip sports h
REQUIRING THE CORRECTION JOB # : 20-MSR-1007
a 0 Nordstrom OF ERRORS. OSSC 105.4
Washington Square sr,mman sta
�~ Crescent Grove "
Cemetery&Mausoleum
Red Robin Gourmet The cocL SCALE: AS NOTED
Burgers and Brews CITY OF TIGARD
sWl_c,s
s,o Thirsty Lion Approved by Planning SHEET NUMBER:
Mor Furniture for Less `-1311
Gastropub and Grill pate: 11x'1
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Ll Western Construction Services,
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3 H16 N01
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12.13.19 bid set
> 12.27.19 submittal
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JOB # : 20-MSR-1007
AREA OF WORK
NOTE: N SCALE: AS NOTED
• THIS SITE PLAN IS FOR REFERENCE ONLY. ALL DETAIL TAGS, KEYED
NOTES, DIMENSIONS, ETC. SHOWN ON THIS SITE PLAN ARE NOT SHEET NUMBER:
s APPLICABLE FOR THIS PROJECT.
• NO SITE WORK. NO CHANGE TO PARKING. EXISTING SITE HAS AO
ACCESSIBLE PARKING AND RAMPS
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r----------- -- ——————--
------ REUSE OF DOCUMENTS
'IThis document, and the ideas
Li and designs incorporated, as an
instrument of professional
service is the property of
0 Western Construction Services,
Inc. a Corp of WA and is not to
be used, in whole or in part,for
any reason without the written
authorization of Western
DEMOPLAN Cpoonstrruof Woon Services, Inc. a
A.
Scale: 1/4"= 1•-0"
DATE ISSUE
12.13.19 bid set
DEMO KEY NOTES 12.27.19 submittal
® NOTE ® NOTE
1 DEMO EXISTING WALL AS NEEDED 15 REMOVE EXISTING 2X10 TRIM AT OPENING TO ALLOW INFILL
2 DEMO EXISTING PARTIAL HEIGHT WALL FACE OF WALL AS SHOWN ON NEW FLOOR PLAN ON SHEET
3 EXISTING COLUMN TO REMAIN A1.1 TO ALIGN
4 REMOVE EXISTING STOREFRONT DOORS, FRAME AND 16 EXISTING SHELVING TO REMAIN
HARDWARE 17 REMOVE EXISTING SHELVING IF SHELVING IS EXISTING
5 DEMO EXISTING STOREFRONT 18 REMOVE EXISTING SLAT WALL. PATCH AND REPAIR WALL
6 EXISTING STOREFRONT TO REMAIN 19 REMOVE EXISTING WALL PANELS&STANDARDS. PATCH AND
7 DEMO EXISTING ENTRY SURROUND AS NEEDED REPAIR WALL
8 EXISTING WOOD FLOOR TO REMAIN IN BACK OF HOUSE 20 NO CHANGE TO EXISTING DRESSING ROOMS
9 ALL FLOORING & BASE ON SALES FLOOR TO BE REMOVED 21 REMOVE ALL LIGHTING &SPEAKERS IN SALES FLOOR AREA,
SAFE OFF AS NEEDED. PATCH AND REPAIR GYP. HARDLID
AND PREPPED FOR NEW TILE FLOORING, SEE#1 ON A1.1 FOR CEILING LEAVING A SMOOTH PAINTABLE SURFACE
FLOORING LAYOUT
10 EXISTING MALL FLOORING TO REMAIN. PATCH AND REPAIR 22 EXISTING LIGHTS IN BACK OF HOUSE TO REMAIN
AS NECESSARY ALONG LEASE LINE 23 EXISTING RESTROOM TO REMAIN, NO CHANGE
11 EXISTING ELECTRICAL PANEL TO REMAIN 24 EXISTING FLOOR TO REMAIN
12 EXISTING TRANSFORMER TO REMAIN 25 NO WORK IN THIS AREA DRAWN BY: BE
13 EXISTING DATA&OTHER ELECTRICAL EQUIPMENT TO NOTE: CHECKED BY: KK
REMAIN • ALL WALLS TO REMAIN UNLESS NOTED OTHERWISE
14 G.C.TO REMOVE EXISTING SIGN 0 NO CHANGE TO ADJACENT TENANTS JOB # : 20-MSR-1007
SCALE: AS NOTED
SHEET NUMBER:
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' 4 ' REUSE OF DOCUMENTS
This document, and the ideas
Iand designs incorporated, as an
b instrument of professional
service is the property of
Western Construction Services,
Inc. a Corp of WA and is not to
be used, in whole or in part,for
any reason without the written
authorization of Western
10 NEW PLAN Corp Constructio
WAn Services, Inc. a
0 \ 5'-2" (5'-0"MIN y 1 Scale: 1/4"= V-0„
DATE ISSUE
12.13.19 bid set
]'V1 12.27.19 submittal
1 NEW KEY NOTES WALL SCHEDULE42 min kk / NOTE ® NOTETYPE DESCRIPTION COMMENTS
loss1 NEW EXTERIOR LINE OF STOREFRONT TO ALIGN WITH EDGE 16 EXISTING ELECTRICAL PANEL TO REMAIN
19 9 OF EXISTING MALL CORRIDOR TILE FLOORING 6005137-33 METAL STUDS @ 16"O.C.17 EXISTING TRANSFORMER TO REMAIN NEUTRAL PIER WALL L#v TO DECK ABOVE, 5/8"GYP. BD. ON12 NEW 2'-10"X 10'-0"APPROX. FRAMELESS STOREFRONT DOOR. A SOFFIT ABOVE, DETAIL#1
r_____------ 18 EXISTING DATA&OTHER ELECTRICAL EQUIPMENT TO INDOCHINO SIDE, EXPOSED STUDSWIDTH OF DOOR TO BE VERIFIED ON SITE. INSTALL W/KEYED REMAIN ON OTHER SIDEON A5.0
n CYLINDER, PIVOT HINGESbench 19 NEW 20X42 ADA BENCH IN FITTING ROOM INSTALLED 17"-19"3 NEW INTERIOR STOREFRONT; GLASS INSTALLED USING MALL METAL STUDS E MATCH EXISTING
A.F.F., PER CODE BENCH TO FABRICATED TO SUSTAIN A WALL THICKNESS @ 16"O.C. TO
CLIPS. SEE ELEVATION SEE DETAIL#2 ON SHEET
J MINIMUM OF 230 LBS APPLIED AT ANY POINT TO THE BENCH, A BOTTOM OF EXISTING OPENING. 5/8"_________________ A5.0 FOR WALL INFO
V-8" X2'-6" 4 NEW SURROUND,ALIGN INTERIOR FACE OF SURROUND SEE ENLARGED PLAN#2 ON A1.1. (ADA BENCH CODE GYP. BD. ON EACH SIDE TO MATCH
WALL WITH INTERIOR FACE OF COLUMN SURROUND REQUIREMENTS DETAIL#3 ON A1.1 SHOWN AS A EXISTING
t \ — — — 5 EXISTING ENTRY SURROUND TO REMAIN, PATCH & REPAIR REFERENCE)
3625137-33 METAL STUDS @ 16" O.C.
6 BUILD OUT WALL AS NEEDED TO MEET DIMENSIONAL 20 CURTAIN ROD SUPPLIED BY TENANT � TO 96"A.F.F. WITH WALL BRACE AT SEE DETAIL#3 ON SHEET
0 REQUIREMENTS 21 NEW SIGN, SEE STORE FRONT ELEVATION. SIGN END AND @ 32"O.C. 5/8"GYP. BD. ON A5.0 FOR WALL INFO
7 EXISTING STOREFRONT TO REMAIN
CONTRACTOR TO SUBMIT TO MALL FINAL DRAWING FOR EACH SIDE
____________________; 6'-10" APPROVAL. SIGN CONTRACTOR TO INSTALL SIGN
8 NEW 4'-0"WIDE OPENING BOTTOM OF EXISTING 2X10 TRIM 22 EXISTING RESTROOM TO REMAINNO WORK THIS AREA
(a)Bench Size and Options for Clear Floor Space WITH CURTAIN ROD SUPPLIED
,ED BY TENANT 6005137-33 METAL STUDS @ 16"O.C.
23 NO WORK IN THIS AREA ® TO CEILING ABOVE. 5/8"GYP. BD. ON SEE DETAIL#4 ON SHEET
9 INFILL WALL ONE SIDE A5.0 FOR WALL INFO
10 EXISTING 2X10 TRIMMED OPENING TO REMAIN 24 ALIGN FACE OF EXISTING GYP. BD. WITH FACE OF NEW GYP. DRAWN BE
BD. PROVIDE A SMOOTH SURFACE CHECKED
BY: KK
11 EXISTING COLUMN TO REMAIN 25 BUILT-UP COLUMN FOR NEW HEADER, SEE SHEET A2.0
ADA BENCH REFERENCE DIAGRAM ENLARGED ADA DRESSING RM PLAN 12 REFINISH EXISTING WOOD FLOOR •-
13 NEW TILE FLOOR ON SALES FLOOR JOB # : 20-MSR-1007
NOT TO SCALE L Scale: 1/2"= V-0" 14 LINE INDICATES TRANSITION FROM NEW TILE FLOOR TO NOTE:
REFINISHED WOOD FLOOR • ALL WALLS TO REMAIN UNLESS NOTED OTHERWISE, PATCH
NOTE: 15 EXISTING MALL FLOORING TILE TO REMAIN. PATCH AND AND REPAIR AS NEEDED
THIS DETAIL IS FOR REFERNCE, BENCH TO REPAIR AS NECESSARY ALONG LEASE LINE
• EXISTING DOORS TO REMAIN UNLESS NOTED OTHERWISE SCALE: AS NOTED
BUILT PER ENLARGED PLAN #2 ON SHEET
• NO CHANGE TO ADJACENT TENANTS SHEET NUMBER:
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REUSE OF DOCUMENTS
This document, and the ideas
and designs incorporated, as an
instrument of professional
service is the property of
Western Construction Services,
Inc. a Corp of WA and is not to
be used, in whole or in part,for
any reason without the written
authorization of Western
CEILING PLAN Corp of
An Services, Inc. a
1 Scale: 1/4"= 1'-0" p
CEILING LEGEND DATE ISSUE
SUSPNEW CEILING KEY NOTES VARIES.TENANT
SUPPLIED,
12.13.19 bid set
VARIES.TENANT SUPPLIED, JUPITER 12.27.19 submittal
® NOTE BLACK LARGE. 10 WATT LED BULB
(SUPPLIER: ARTICLE.COM)
1 EXISTING HARDLIGYP. BD. CEILING REMAIN,
� PATCH, REPAIR AND
D PAINT. REPAIR MULTIPLE
TIPLE HOLES EXISTING DOWN LIGHT WITH 75
2 EXISTING 2X10 TRIMMED OPENING TO REMAIN. WATT BULB TO REMAIN
PATCH, REPAIR AND PAINT
r 3 CREATE OPENING FROM FLOOR TO EXISTING TRIM NEW WHITE TRACK LIGHT WITH
ABOVE ONE LED SPOTLIGHT EVERY 2'-0"
4 EXIT LIGHT TO BE CENTERED ON NEW DOOR, 5 WATT W/LIMITERS OF 75 WATTS
MAX. W/90 MIN. BACKUP
5 NEW WHITE TRACK LIGHT WITH ONE LED SPOTLIGHT EXISTING TRACK LIGHT TO REMAIN.
EVERY 2'-0"W/LIMITERS OF 75 WATTS ADD 75 WATT LIMITER TO TRACK
t 6 NEW SUSPENDED LIGHT FIXTURE AT 78"A.F.F.
7 NEW SUSPENDED LIGHT FIXTURE AT 84"A.F.F. NEW BUG EYE EMERGENCY LIGHT W/
8 NEW SUSPENDED LIGHT FIXTURE AT 90"A.F.F. 4z7BATTERY BACKUP 90 MINUTES MIN.
9 NEW BUG EYE EMERGENCY LIGHT WITH BATTERY
BACKUP 90 MINUTES MINIMUM EXISTING LIGHT FIXTURE TO REMAIN,
10 EXISTING TRACK LIGHT TO REMAIN, ADD 75 WATT 32 WATT
LIMITER TO TRACK
NEW 22 WATT SURFACE MOUNTED
11 EXISTING DOWN LIGHT W/75 WATT BULB TO REMAIN m LED FIXTURE DRAWN BY: BE
12 EXISTING LIGHT FIXTURE TO REMAIN
CHECKED BY: KK
13 OPEN TO STRUCTURE ® EMERGENCY EXIT SIGN, 5 WATT
MAX. W/90 MIN. BACKUP
14 NO CHANGE TO EXISTING RESTROOM JOB # : 20-MSR-1007
WALL SPEAKERS 130"A.F.F.
NOTE: 6 (WIRED TO DATA ACCESS POINT)
TENANT SUPPLIED YAMAHA ALL
• EXISTING HVAC SYSTEM TO REMAIN, VERIFY THAT WEATHER NS-AW150 SCALE: AS NOTED
INDICHINO SPACE IS CONTROLLED SEPARATELY
FROM NEWLY CREATED SPACE DUPLEX OUTLET 18"A.F.F.
• ADJUST EXISTING MECHANICAL GRILLES AS NEEDED SHEET NUMBER:
FOR NEW WALLS AND LIGHTING 20 AMP OUTLET 18"A.F.F.
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1 W-2 W-2 i W-i W- 2 W-1 1 W-2 W-2 W-1 I W-2 W-2 REUSE OF DOCUMENTS
This document, and the ideas
and designs incorporated, as an
instrument of professional
service is the property of
Western Construction Services,
Inc. a Corp of WA and is not to
be used, in whole or in part,for
any reason without the written
authorization of Western
FINISH PLAN
Construction Services, Inc. a
1 Scale: 1/4"= 1'-0" Corp
of FINISH SCHEDULE 1213E 9 A.
DTbid se
RM # ROOM NAME FLOOR BASE WALLS CEILING 12.27.19 submittal
100 SALES FLOOR F-1 B-1 W-1, W-2, W-3 C-1
101 TAILORING F-2 B-1 W-1, W-2 C-1
102 STORAGE F-2 B-1 W-2 OPEN TO
W-i o STRUCTURE
m W-1 W-i 103 EXISTING RESTROOM (E) (E) (E) (E)
FLOOR FINISHES WALL FINISHES
F-1 NEW DAL-TILE UNITY SERIES. W-1 GYP. BD. WALL. PAINT"PT-1"BETWEEN
COLOR P406 NERO, TRIM FROM APPROX. 96"A.F.F. TO CEILING,
UNPOLISHED 12"X24"W/ SEE ELEVATION#2 ON A1.3
CHARCOAL GROUT. LAID
q PARALLEL TO STOREFRONT W-2 GYP. BD. WALL. PAINT"PT-2"FROM FLOOR
F-2 REFINISH EXISTING WOOD TO APPROX. 96"A.F.F.AS DESIGNATED ON
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OR OPEN OR q
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F-3 EXISTING MALL TILE, NEW W-3 GYP. BD. WALL. PAINT"PT-3" FROM FLOOR DRAWN BY: BE
INDICHINO TILE BUTTS UP TO TO APPROX. 96"A.F.F.AS DESIGNATED ON CHECKED BY: KK
EXISTING MALL TILE. REPLACE PLAN
MALL TILE AS NEEDED
BASE PAINT JOB # : 20-MSR-1007
B-1 NEW MDF WOOD BASE PT-1 BM 2120-50 SILVER SPRING, EGGSHELL
THROUGHOUT SALES FLOOR PT-2 BM CC-20 DECORATORS WHITE, EGGSHELL SCALE: AS NOTED
CEILING PT-3 BM 2120-20 BLACK IRON, EGGSHELL
TYPICAL PAINT ELEVATION C-1 GYP. BD CEILING. PAINT"PT-2" SHEET NUMBER:
2 Scale: 3/8"= V-0" C-2 OPEN TO STRUCTURE NOTE: PAINT TRIM TO MATCH DOORS
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REUSE OF DOCUMENTS
STUDS @ 16"O.C.ATTACH This document, and the ideas
TO TRACK W/(1)#8 and designs incorporated,as an
SCREW TOP&BOTTOM instrument of professional
5/8"GYP. BD. SEE ELEVATION / min W=j
service is the property of
Western Construction Services,
#2 ON A2.0 FOR FINISHES
Inc. a Corp of WA and is not to
1000T150-43 BOTTOM �� �� be used, in whole or in part,for
METALTRACK
any reason without the written
q authorization of Western
NEW 5/8"GYP. BD. W Construction Services, Inc.a
Corp of WA.
SOFFIT FRAMING. 362S150-33
STUDS AT 16" O.C.
1000T200-97 CONTINUOUS DATE ISSUE
FULL LENGTH METAL TRACK12.13.19
� 12.13.19 bid set
TOP&BOTTOM
ANGLE BRACE AT EACH STUD \ 12.27.19 submittal
(4)CONTINUOUS v
140OS200-68 METAL STUDS NEW PIER WALL
0
10'-0"A.F.F. n
V
5/8"GYP. BD.
1 1/2"CHANNEL, CHANNEL
TO BE GLOSS BLACK TO
MATCH BREAK METAL OR
INSTALL GLOSS BLACK
BREAK METAL OVER
CHANNEL ��
NEW INTERIOR
STOREFRONT GLASS
i0
5'-11"+/- EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL V-0"
1"X 1"C-CHANNEL 1"X 1"C-CHANNEL
REVEAL AT PIER 7 1/4" 1 1/2" 71/11 REVEAL AT PIER WALL DRAWN BY: BE
6"GLOSS BLACK METAL WALL CHECKED BY: KK
BOTTOM SHOE 6" GLOSS BLACK 6"GLOSS BLACK 6" GLOSS BLACK MALL CLIPS NEW STOREFRONT MATTE BLACK BREAK
METAL
BREAK METAL BREAK METAL METAL BOTTOM SHOE GLASS INSTALLED
USING MALL CLIPS
JOB # : 20-MSR-1007
SCALE: AS NOTED
SOFFIT HEADER SECTION NEW STOREFRONT ELEVATION
4 Scale: 1 1/2'= V-0" scale: 1/2" = V-0" SHEET NUMBER:
A2 .0
PRpR
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60"HEIGHT;ATTACH W/ 112" 362S137-33
5/8"GYP. BD. DIA. HILTI KWIK BOLTS 3 W/ NAILER; ATTACH v
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Scale: 1 1/2"= 1'-0" Scale: 1 1/2"= r-o" scale: 1 1/2"= r-0" scale: 1 1/z°= r o° DETAILS
REUSE OF DOCUMENTS
This document, and the ideas
and designs incorporated, as an
instrument of professional
service is the property of
Western Construction Services,
Inc. a Corp of WA and is not to
be used, in whole or in part,for
any reason without the written
authorization of Western
Construction Services, Inc. a
Corp of WA.
DATE ISSUE
12.13.19 bid set
12.27.19 submittal
DRAWN BY: BE
CHECKED BY: KK
JOB # : 20-MSR-1007
SCALE: AS NOTED
SHEET NUMBER:
A5 .0