Plans BUP2013 - 0011 99
RECEIVED
AUG 5 2013
CITY OF TIGARD
BUILDING DIVISION
GBD
PROJECT NO. 20136090
DEMOLITION PERMIT SET
05 AUGST 2013
AGREEN . WAY TOWN CE .N, TER
12220 SW SCHOLLS FERRY ROAD
T I G A R D , OREGON
CITYF G e�
Approved [
Conditionally Approved..............[ �
See Letter to:Follow........«.«.....[ ]
Attached........ ]
PermitNumber: Z .,
Ad
By: Date• i
Approved plans
shall be on job site.
OFFICE COPY
CONTACTS
OWNER CONTRACTOR ARCHRECT STRUCTURAL ENGINEER CML ENGINEER / LANDSCAPE ARCHITECT
REGENCY CENTERS JR ABBOTT CONSTRUCTION GBD ARCHITECTS, Incorporated VLMK Consulting Engineers CARDNO WRG
5335 Southwest Meadows Road, Suite 295 307 SE Hawthorne Avenue, Suite 150 1120 NW Couch Street, Suite 300 3933 SW Kelly Avenue 5415 SW Westgate Drive, Suite 100
Lake Oswego, OR 97035 Portland, Oregon 97214 Portland, Oregon 97209 Portland, OR 97239 Portland, OR 97221
Phone: 503 / 213-4033 Phone: 503 /224-9656 Phone: 503 / 222-4453 x 120 Phone: 503 / 419-2500
Phone: 503 / 603-4726 direct Fax: 503 / 293-2400 Fax: 503 /299-6273 Fax: 503 / 248-9263 Fax: 503 / 419-2600
Phone: 503 / 603-4700 Mobile: 503 /890-4542 . Contact: Matthew Bray / Phil Beyl Mobile: 503 / 310-4335 Mobile: 503 / 730-8602
Contact: Craig Ramey Contact: Ryan Sexton Email: matthew@gbdarchitects.com Contact. Jason C. Sahlin / Ken Rust Contact: Ben F Williams, P.E. /Seth Ganey
Email: CraigRamey@RegencyCenters.com Email: resexton@jrabbott.com Email: jasons@vlmk.com / kenr@vlmk.ccn
CCB#: # 54656 Email: ben.williams@cardno.com / seth.garey@cardno.com
Sr. Project Manager
2999 Oak Road, Suite 1000
Walnut Creek, CA 94597
Phone: 925 / 279-1876 direct
Contact: Rob Mokry
Email: RobMokry@RegencyCenters.com
s .
CODE SUMMARY
ARCHITECTURAL ABBREVIATIONS GENUML INSTRUCTIOM BUILD! DRAWING INDEX DRAWING ISSUE LOG
GREEN ILDIN REQUIREMENTS I PACKAGE t SMELL ND CORE PROJECT TYPE: RETAIL (GROCERY) AUTOMATIC SPRINKLER SYSTEM {903.3.1.1) '
17 7
AB ANCHOR BOLT EP ELECTRICAL PANEL LINO LINOLEUM PSI POUNDS PER CUBIC INCH TO TOP OF OCCUPANCY: GROUP M (MERCANTILE) a � CN ra
ABV ABOVE EQ EQUAL LT SW LIGHT SNITCH PT PAINT TOC TOP OF CONCRETE OR IT IS NOT THE INTENT OF THIS PROJECT TO ACHIEVE A SPECIFIC LEED CERTIFICATION LEVEL, - C?
A/C AIR CONDITIONING EQUIP EQUIPMENT LVR LOUVER PT PRESSURE TREATED CURB HOWEVER,TENANT IMPROVEMENT MAY ELECT TO PURSUE GREEN GLOBES CERTIFICATION. - DEMOLITION CONSTRUCTION TYPE: INDICATES PERMIT SET - r C5
AC ASPHALTIC CONCRETE EX EXISTING M METER PTD PAPER TOWEL DISPENSER TOSS TOP OF STRUCTURAL SLA PROJECT LOCATION: SW 121 ST AVENUE AND SCHOLLS FERRY ROAD-SITE/BUILDING UTILITY UPGRADES
AD AREA DRAIN EXH EXHAUST MACH MACHINE PTN PARTITION TOT TOTAL TIGARD, OREGON 97007 TABLE 601: TYPE III-B INCLUDED 6 !
LOADING DOCK EXPANSION/MODIFICATIONS � I "'
ADDM ADDENDUM EXP EXPANSION MAS MASONRY TP TOILET PARTITION DESIGN / BUILD PROVIDED BY CONTRACT NO FIRE-RESISTAVE RATING REQUIREMENTS FOR BUILDING O
-OUTDOOR SEATING AREA (PLAZA) PLANTERS ( REFERENCE ONLY cD
ADJ ADJUSTABLE EXT EXTERIOR MAIL MATERIAL QT QUARRY TILE TPD TOILET PAPER DISPENSER THE FOLLOWING WORK SCOPE IS TO BE PROVIDED BY DESIGN / BUILD CONTRACTOR: - NEW TENANT EXTERIOR CLADDING REQUIRED.)PROJECT DESCRIPTION ELEMENTS RED. a GIRD Architects, Incorporated
AFF ABOVE FINISHED FLOOR FA FIRE ALARM MAX MAXIMUM QTR QUARTER TPNG TOPPING f FACADE TREATMENTS, - !
1. BUILDING PERMIT SUMMARY OF TENANT IMPROVEMENT FORA � � ! � ,_
AFG ABOVE FINISHED GRADE FB FLAT BAR MKR BO MARKER BOARD TRV THERMAL RESISTANCE NEW MAIN ENTRY FEATURE Q O
NEW WHOLE FOODS STORE AT 12220 SW 121ST AVENUE AND SCHOLLS FERRY ROAD,
AHU AIR HANDLING UNIT FD FLOOR DRAIN MCP METAL CEILING PANEL R RADIUS VALVE MECHANICAL - EXTERIOR BUILDING CANOPIES ! 1120 NW Couch $t,
ALT ALTERNATE FDTN FOUNDATION MECH MECHANICALTSD TOILET SEAT COVER TIGARD, OREGON 97007. FIRE RESISTIVE REQUIREMENTS (TABLE 601) W !
ELECTRICAL - BUILDING SIDEWALKS: FROM GRIDLINE N EAST ° O L Suite 300
ALUM ALUMINUM FE FIRE EXTINGUISHER MEMB MEMBRANE RA RETURN AIR DISPENSER PLUMBING STRUCTURAL FRAME: 0 HR Portland, OR 97209
AMT AMOUNT FEC FIRE EXTINGUISHER MFR MANUFACTURER RA GR RETURN AIR GRILL TWP TACKABLE WALL PANEL THE OVERALL PROJECT INCLUDES THE EXTERIOR RENOVATION OF AN EXISTING 37,916 GENERAL INFORMATION
ANDD ANODIZED) CABINET MN MANHOLE RB RUBBER BASE TYP TYPICAL
FIRE SPRINKLERS SF (AND 2,$0$SF MEZZANINE AREAS) SINGLE STORY GROCERY TENANT AREA INTO A EXTERIOR BEARING WALLS: 2 HR * GO00 COVER SHEET
APPRQX APPROXIMATE FIN FUR FINISH FLOOR MIN MINIMUM RCP REFLECTED CEILING PLAN LOW VOLTAGE(INCLUDES FIRE ALARM, TELEPHONE,DATA, CCTV,ACCESS CONTROLS) ! PACKAGE 2 -SITE Atd[� FACADE NEW GROCERY TENANT. SCOPE OF WORK INCLUDES EXTERIOR CLADDING/FACADE INTERIOR BEARING WALLS; Q HR GOO] SYMBOLS, NOTES ABBREVIATIONS, ADA TSI. (503)224-96$6
ARCH ARCHITECT(URAL) FIN FINISHED) MISG MISCELLANEOUS RD ROOF DRAIN USC UNDER COUNTER SIGNAGE gbdarchitects.com
AUTO AUTOMATIC FIXT FIXTURE MO MASONRY OPENING REC RECESSED UNFIN UNFINISHED TREATMENTS, A NEW ENTRY ELEMENT AND EXTERIOR BUILDING CANOPIES, - -- -- -- ---
AWT ACOUSTICAL WALL FLASH FLASHING MIRR MIRROR LINO UNLESS NOTED OTHERWISE - PAVING ---
TREATMENT FUR FLOOR MTD MOUNTED REF REFERENCE
REINF REINFORCED UR URINAL - RESTRIPING 2. MINOR SITE MODIFICATIONS INCLUDE LOADING DOCK IMPROVEMENTS, PARKING EXTERIOR NONBEARING WALLS: CIVIL GBEg Oe 2013
FLUOR FLUORESCENT MTL METAL REQUIREf?SUBMITTALS SHOP DRAWINGS - LANDSCAPING ISLANDS CIVIL/LANDSCAPE MATERIALS
BC BACK OF CURB FM FLOOR MAT MWP METAL WALL PANEL READ REQUIRED VOLT VOLTAGE THE FOLLOWING ITEMS SHALL BE SUBMITTED TO GBD ARCHITECTS FOR REVIEW AND { ) AREA RESTRIPING, LANDSCAPING, LIGHTING AND OUTDOOR PLAZAS, AND PUBLIC MORE THAN 30' FIRE SEP. 0 HR C0.0 COVER SHEET ( o
RESIL RESILIENT -SIDEWALK PAVING- BALANCE OF RETAIL CENTER --
BD BOARD FOF FACE OF FINISH M METER REV REVISION VR VAPOR RETARDER APPROVAL BEFORE FABRICATING, ORDERING OR INSTALLATION: - NEW SITE POLE LIGHTING
WAY IMPROVEMENTS ARE UNDER SEPARATE PERMIT. C 1.0 EXISTING CONDITIONS PLAN 10 0 Q
BLDG BUILDING FOC FACE OF CONCRETE MACH MACHINE VENT VENTILATION (POLES, FIXTURES, AND BASE MOUNTING) _--_
REFL REFLECTED
BLK BLOCK FOM FACE OF MASONRY MAS MASONRY RFLR RAISED FLOOR SYSTEM VERT VERTICAL -CAST IN PLACE PLANTERS INT. NON-BEARING WALLS: 0 HR C1.1 DEMOLITION PLAN 0 0
BLKG BLOCKING FOS FACE OF STUDS MAIL MATERIAL VEST VESTIBULE HANDRAILS AND GUARDRAILS - MINOR MODIFICATION APPROVAL NO.: MMD2013-00029 -. -- _
RM ROOM - LIGHTING AT EXISTING PIERS/ NEW LANTERNS FLOOR CONSTRUCTION: 0 HR STAMP
BIM BEAM OR BENCHMARK FPRF FIREPROTECTiON MAX MAXIMUMRND ROUND VIF VERIFY IN FIELD INTERIOR DOORS/ FRAMES - NEW LANTERN FEATURES (5 TOTAL) C2.O SITE PLAN 0( 0 I
BOD BOTTOM OF DECK FR FIRE RESISTANT MKR BD MARKER BOARD RO ROUGH OPENING VNR VENEER DOOR HARDWARE -TREE REMOVAL PERMIT RECORD NO.: TRE2013-00019 ROOF CONSTRUCTION: 0 HIR
BOR BOTTOM OF REVEAL FRAP FIREMANS REMOTE ANNUN, MCP METAL CEILING PANEL RV ROOF VENT VP VENEER PLASTER STOREFRONT/GLASS - NEW EXTERIOR CLADDING AT EXISTING TENANT FASCIA C2.1 SITE DIMENSION PLAN
BOT BOTTOM PNL. MECH MECHANICAL C3,0 GRADING PLAN-NORTH -- C� C
BRG BEARING FT FOOT OR FEET MEMB MEMBRANE PAINT SAMPLES - COMMERCIAL-SITE WORK PERMIT NO.: SIT2013-00016 FIRE RATED CONSTRUCTION- EXTERIOR WALLS (705) _ _ ARC
BRK BRICK FTG FOOTING MFR MANUFACTURER S SOUTH W WEST FLOORING SAMPLES
BSMT BASEMENT FURN FURNITURE MH MANHOLE SAT SUSPENDED ACOUSTICAL Wf WITH ALTERNATES 705.2.2 PROJECTIONS FROM WALLS OF TYPE III, IV, V C3.1 GRADING PLAN -SOUTH 0 0
TILE WC WATER CLOSET LIGHTING --- I-
MIN MINIMUM 3. FULL INTERIOR TENANT IMPROVEMENTS ARE UNDER SEPARATE PERMIT. CONSTRUCTION SHALL BE OF ANY APPROVED MATERIAL, P ILLIP M. YL
SC SOLID CORE WD WOOD FIRE SPRINKLERS C3.2 EROSION CONTROL PLAN C 0
CAB ANCHOCABINETRY G GROUND MISG MISCELLANEOUS ALTERNATE#1 - ENTRY RELOCATION _
SCHED SCHEDULE WB WOOD BASE STEEL ASSEMBLIES-CANOPIES/ EXTERIOR ENTRY 4. REFER TO DEFERRED SUBMTTAL LIST FOR DESIGN/BUILD TRADES.
GB CATCH IN GA GAUGE MO MASONRY OPENING SD SOAP DISPENSER WDW WINDOW C3.3 EROSION CONTROL DETAILS
CEM CEMENT GALv GALVANIZED MIRR MIRROR SECT SECTION WGL WIRED GLASS MECHANICAL/ ELECTRICAL/ PLUMBING EQUIPMENT LAYOUT&SPECIFICATIONS ALTERNATE# - ADDITIONAL STOREFRONT AT OUTDOOR SEATING ENTRANCE PARAPETS- NOT REQUIRED (705.1 1 - EXCEPTION 3)
CG CORNER GUARD GB GRAB BAR MTD MOUNTED SF SQUARE FOOT/`FEET WHTBD WHEATBOARD EXTERIOR SIGNAGE C4.0 ! UTILITY PLAN !0; QRTLAND OR
CH COAT HOOK GC GENERAL CONTRACTOR MTL METAL SHD WINDOW SHADE W/O WITHOUT APPLICABLE CODES:
CIP CAST-IN-PLACE GL GLASS MWP METAL WALL PANEL f ALTERNATE# - LOADING DOCK EXPANSION C5.0 SITE DETAILS o 0 2259
SHTHG SHEATHING WP WATERPROOFING -2010 OREGON STRUCTURAL SPECIALTY CODE- BASED ON THE 2007 EDITION OF EXTERIOR OPENINGS SABLE 705.$)
CL CENTER LINE GYP BD GYPSUM BOARD SHT SHEET WDP WOOD PANELING
GLG GELLING N NORTH SIM SIMILAR WR WASTE RECEPTACLE ALTERNATE# - REVISED EXIT DOOR LOCATION-AT GRIDLINE S/23.5 THE IBC AND AMENDED BY THE STATE OF OREGON. FSD>30' UNLIMITED AREA OF UNPROTECTED OPENINGS C5.1 UTILITY DETAILS 1 -- C t1
CLR CLEAR HB HOSE BIBB NA NOT APPLICABLE WSCT WAINSCOT THE FOLLOWING ARE DEFERRED SUBMITTALS: FSD 5-10' 25%ALLOWABLE AREA FOR UNPROTECTED, C5.2 UTILITY DETAILS II i� C> ,1
OF
CLK CLOCK HDR HEADER NO NAPKIN DISPOSAL WT WEIGHT MECHANICAL -2007 OREGON FIRE CODE. (BASED ON 2006 IFC). -- -- -
CMU CONCRETE MASONRY UNIT HDW HARDWARE NIC NOT IN CONTRACT SLNT SEALANT WTR WATER � ALTERNATE - INCREASED HEIGHT OF MAIN ENTRY CANOPY 4'-6" SPRINKLERED OPENINGS _--
CMU COUNTER HDWD HARDWOOD ELECTRICAL -2005 OREGON ELECTRICAL SPECIALTY CODE. (BASED ON 2005 NEC),
NO NUMBER SMK CUR SMOKE CURTAIN W/W WALL TO WALL {ALLOWABLE AREA PERCENTAGES ARE FOR THE EXTERIOR WALL, LANDSCAPE CONSULTANT
COL COLUMN HM HOLLOW METAL PLUMBING -2007 OREGON MECHANICAL SPECIALTY CODE, (BASED ON 200b IMC). p� -
NOM NOMINAL SND SANITARY NAPKIN WWF WELDED WIRE FABRIC ALTERNATE#6- NEW STAIR AT EQUIPMENT (SOUTH) MEZZANINE PER STORY.) L1.0 I LANDSCAPE PLANTING PLAN � _
COMP COMPOSITE HNDRL HANDRAIL FIRE SPRINKLERS � �0
NTS NOT TO SCALE DISPENSER -2005 OREGON PLUMBING SPECIALTY CODE. (BASED ON 2003 UPC).
CQNC CONCRETE HORIZ HORIZONTAL SNDU SANITARY NAPKIN XFMR TRANSFORMER � LOW VOLTAGE(INCLUDES FIRE ALARM, TELEPHONE,DATA, CCTV,ACCESS CONTROLS L1.1 � LANDSCAPE DETAILS AND NOTES � ��! I !
CONT CONTINUE/CONTINUOUS HR HOUR ALTERNATE#7- NEW STEEL SUPPORT AT EQUIPMENT (SOUTH) MEZZANINE FOR 1
CORR CORRIDOR HT HEIGHT OA OUTSIDE AIR SLAB
UNIT SIGNAGE 250# TENANT EQUIPMENT LOADS PER LEASE -CITY OF TIGARC} DEVELOPMENT CODE. AUTOMATIC DOORS 1109.9.6: - -
COV PL COVER PLATE HTG HEATING OC ON CENTER SOG SLAB ON GRADE YD YARD AUTOMATIC AND POWER-ASISTED DOORS ARE NOT REQUIRED,
OD OUTSIDE SPEC SPECIFICATION STRUCTURAL
CPT CARPET HTR HEATER DIAMETER/DIMENSION SQ SQUARE BUILDING AREA : 5001 STRUCTURAL NOTES AND SPECIAL INSPECTIONS -
CT CERAMIC TILE HVAC HEATING, VENTILATING & ODS OVERFLOW DOWNSPOUT SS STAINLESS STEEL BUT WHEN USED SHALL BE OPERABLE AS REQUIRED BY 110934
CTR CENTER AIR CONDITIONING ST STREET REQUIRED SPECIAL INSPECTIONS: GROUND FLOOR (EXISTING): 37,916 GSF 1 10$.1.3,2 AND 100$.1,3.3: 5101 !FOUNDATION PLAN
STD D DEEP iCOL INTEGRAL CALOR OF/Cl OWNER FURNISHED/
STL STEEL MEZZANINE 1. STEEL CONSTRUCTION MEZZANINE (EXISTING-OFFICE): + 1,$34 GSF EXCEPTION: ELECTRIC EYE-ACTUATED POWER OPERATORS. S102 MEZZANINE/CANOPYLEVEL FRAMING PLAN �-
DBL DOUBLE ID INSIDE CONTRACTOR INSTALLED STN STAIN 2. SCREW ANCHORS MEZZANINE (EXISTING-MECHANICAL): + 974 GSF
DIET DETAIL DIAMETER/DIMENSION OF/01 OWNER FURNISHED/OWNER STOR STORAGE 3. ANCHORS-ADHESIVE
ROOF FRAMING PLAN
DF DRINKING FOUNTAIN IN INCH INSTALLED STRUGT STRUCTURAL TOTAL AREA: 40,724 GSF 5501 SECTIONS AND DETAILS
OPNG OPENING -, -1-�
DIA DIAMETER INCL INCLUDE(D) SURF SURFACE
S51 1 FRAMING DETAILS j !
DIM DIMENSION INFO INFORMATION OPP OPPOSITE SUSP SUSPEND(ED)
DN DOWN INSUL INSULATION OPT OPTIONAL -
DR DOOR INT INTERIOR SV SHEET VINYL OUTDOOR SEATING AREA (COVERED): 512 GSF S512 LANTERN FRAMING DETAILS -
BRIG ORIGINAL SYMM SYMMETRICAL
DR DRAIN INV INVERT GVHD OVERHEAD SYS SYSTEM NUMBER OF STORIES: ONE STORY
DS DOWNSPOUT ARCHITECTURAL
DSL DOOR WITH SIDEIUTE J-BOX JUNCTION BOX PVG PAVING T TREAD HEIGHT (EXISTING) : 24'-0 3/$" D100 DEMOLITION SITE PLAN
DWG DRAWING JST JOIST PG PRECASTCONCRETE HEIGHT (PROPOSED): 2$'-9 1/2" (HIGHEST POINT-MAX. 20%) A10Q - ,SITE PLAN ------
JT JOINT PCF POUNDS PER CUBIC FOOT TOB TOP OF BEAM
PERF PERFORATED TO TRAFFIC COATING WIND EXPOSURE- B
E EAST JAN CLO JANITOR CLOSET ---- ,
EA EACH PL PROPERTY LINE TEMP TEMPORARY D101 DEMOLITION FLOOR PLAN j
EXP BT EXPANSION BOLT KO KNOCKOUT PL PLATE TG TEMPERED GLASS SEISMIC ZONE: DESIGN CATEGORY D ----
PLAM PLASTIC LAMINATE TERM TERMINATION AIOI 'FLOOR PLAN
EJ EXPANSION JOINT KPL KIGKPLATE TCG TONGUE & GROOVE FIRE SEPARATION: 0 HOURS (ADJACENT TO M OR B TENANT SPACE OCCUPANCY) --- _
EL ELEVATION PEAS PLASTER
ELEC ELECTRIC(AL) L LENGTH PLBG PLUMBING THK THICKNESS 2 HOURS (TENANT REQUIREMENT) -.
ELEV ELEVATOR LAM LAMINATE PLYWD PLYWOOD THRES THRESHOLD D102 DEMOLITION MEZZANINE PLAN
EMER EMERGENCY LAV LAVATORY PNL PANEL THRU THROUGH
A102 'MEZZANINE FLOOR PLAN
PRELIM PRELIMINARY ! D103 DEMOLITION ROOF PLAN
ENOL ENCLOSURE LB POUND i 1 i
PSG PROJECTION SCREEN A103 ROOF PLAN
ENGR ENGINEER LF LINEAR FOOT OR FEET � !
PRE-APPLICATION CONE. NO.: PRE 2013-00015 D201 DEMOLITION EXTERIOR ELEVATIONS
GENERAL NOTES GENERAL NOTES APPLY TO ALL ARCHITECTURAL DRAWINGS. JURISDICTION: CITY OF TIGARD A201 EXTERIOR ELEVATIONS j
DIMENSIONING NOTES 1. THESE DOCUMENTS WERE PREPARED WITHOUT COMPLETE AS-BUILT DRAWINGS, 22.PAINTING/FINISH ING OF MATERIALS TO BE PREPARED PER MANUFACTURER YEAR BUILT: 1979 A202 EXTERIOR ELEVATIONS
KNOWLEDGE OF SPECIFIC PIPING, CONDUIT AND DUCT RUNS OR ANY COVERED RECOMMENDATIONS AFTER MATERIAL REPAIRED, PATCHED AND FILLED AS ZONE: CG (PD) -GENERAL COMMERCIAL A301 BUILDING SECTIONS PROJECT
STRUCTURAL CONDITIONS. CONTRACTOR SHALL USE THESE DOCUMENTS, FIELD REQUIRED. DESIGN REVIEW OVERLAY: N/A
1. ALL INTERIOR PARTITIONS ARE DIMENSIONED TO FACE OF FINISH UNLESS B. DOORS OR OPENINGS LOCATED WITHIN A CMU WALL AT A RIGHT VERIFY ALL RELEVANT COMPONENTS IN SPECIFIC WORK AREAS AND PROVIDE A501 !DETAILS
OTHERWISE NOTED. ANGLE N AN ADJACENT WALL ARE TO BE INSTALLED L INCHES FROM COMPLETE WORK MEETING ALL REQUIRED CODES AND FIRE AND LIFE SAFETY ISSUES, 23.CONTRACTOR TO PROVIDE ON SITE SUPERVISION AS REQUIRED BY OWNER. URBAN RENEWAL DISTRICT: N/A A701 REFLECTED CEILING PLAN j T
SAID CONDITION. THIS CONDITION IS TYPICAL AND WILL NOT BE HISTORIC DISTRICT: N/A
2. ALL DEMISING WALLS ARE DIMENSIONED TO CENTERLINE OF PARTITION DIMENSIONED, A901 DOORS / WINDOWS /DETAILSGreenwayCenter
ASSEMBLY. 2, DRAWINGS PROVIDED ARE REPRESENTATIONAL:ALL EXISTING CONDITIONS SHOULD 24.ALL DOORS ARE EXISTING UNLESS INDICATED OTHERWISE WITH NEW DOOR NUMBER. HISTORIC RESOURCE STATUS: N/A
BE VERIFIED IN FIELD AND AS BUILT DOCUMENTS SHOULD BE REVIEWED PRIOR TO BID TAX MAP LOT#- ISI34BC00300 12220 W SCholls Ferry Road
3. THE TERM 'AL SP W IN "F E USED S LIEU E ACTUAL DIMENSIONS WALL AND AS REQUIRED DURING CONSTRUCTION. 25.HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON DOORS, Tigard, OR 97223
WHERE EQUAL SPACING OF ELEMENTS IS REQUIRED,
CMU WALL CABINETS, PLUMBING FIXTURES AND STORAGE FACILITIES SHALL HAVE LEVER OR TAX ACCT #: R983537 VICINffY MAP
�. THE TERM "CLEAR IS USED TO DENOTE A MINIMUM DIMENSIONAL 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDITIONS AND TO OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT
REQUIREMENT; HOWEVER THE DIMENSION COULD BE LARGER, NOTIFY THE ARCHITECT OF ANY DISCREPANCY ON PLANS OR THE SITE AS REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING TO OPERATE. WHERE SITE AREA: 332,$10 (7.64 AC.)
5. WALLS CENTERED ON A COLUMN OR GRID LINE WILL NOT BE 10 DOOR OR OPENING IMMEDIATELY. NO ALLOWANCE WILL BE MADE FOR UNFAVORABLE CONDITIONS OR APPLICABLE, MATCH EXISTING HARDWARE. CLIENT
DIMENSIONED ON PLANS BUT WILL BE DRAWN AS INDICATED BELOW. EVENT WHICH MIGHT HAVE BEEN UNFORESEEN FROM A THOROUGH EXAMINATION
C. DOORS NOT LOCATED BY A WALL AT A RIGHT ANGLE WILL BE OF THE SITE, CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE 26.PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH
COLUMN CENTERLINE DIMENSIONED TO THE CRITICAL JAMB CLEARANCE. CONSEQUENCES OF ACTING ON CONCLUSIONS DRAWN FROM INFORMATION CITY FIRE MARSHAL REQUIREMENTS. enc enters
AVAILABLE AT THE TIME. [ [ �p 5335 W �adcTW�
-- - - DOOR OR OPENING 27.PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH
EXIT PATIO 44"`MIP!(UNG) [� Suite 295
PARTITION 4. IF UNFORESEEN CONDITIONS ARE UNCOVERED IN SPECIFIC AREAS THAT AFFECT THE CITY FIRE MARSHAL REQUIREMENTS, �.
WORK, CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER AND ARCHITECT W1 EGRESS LIGHTING ON EMERGENCY POWER. SQUARE FOOTAGE R Lake Oswego, OR 97035
MIN.ILLUMINATION FOOT-CANDLE LEVELS AS REQUIRED BY SECTION 1006 OF ROOM
6. WALLS WITH A FINISHED FACE FLUSH WITH THE FINISH FACE OF A TO EVALUATE THE CONDITION. 2$.THE DESIGN OF ALL SEISMIC BRACING AND SUPPORTS FOR CEILING, MECHANICAL THE BUILDING CODE SHALL BE MAINTAINED AT FLOOR LEVEL THROUGHOUT ROOM OCCUPANCY ®L�, OCCUPANCY LOAD FACTOR i
COLUMN OR CORE WALL WILL NOT BE DIMENSIONED BUT WILL BE AND ELECTRICAL ITEMS AND PARTITIONS IS THE RESPONSIBILITY OF THE RESPECTIVE EXIT PATH, OCC.Tym
DRAWN AS INDICATED BELOW. 5. NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES PRIOR TO PRECEDING CONTRACTOR/VENDOR TO MEET THE CURRENT BUILDING CODES. REQUIRED EXITS OCCUPANCY TYPE
p _ YeK WALL WITH WORK.
EXIT FROM BU1LDwG I'
COLUMN CENTERLINE 29.ALL ENGINEERING AND PROFESSIONAL STAMPS FOR APPLICABLE SYSTEMS TO BE I /DIRECTION AS REQ'DI."EXIT ROUTE"
INTERNALLY LIGHTED"EXIT'SIGN w
-°Ap' " - ----- -- 6. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO PROVIDED BY THE DESIGN-BUILD CONTRACTOR($), AND TACTILE FLOOR SIGNS SUCH AS,"EXIT RAMP UP",AS WHERE REQ'D BY
PARTITION D. OPENINGS NOT LOCATED BY A WALL AT A RIGHT ANGLE WILL BE BUILDING CODE SECTION 101 i.2.
DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING INTERNALLY ILLUMINATED EXIT SIGNS SHALL BE LISTED AND LABELED AND \
DIMENSIONED TO THE CRITICAL JAMB CLEARANCE OF OPENING AND THE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER.
OPENING WILL BE DIMENSIONED, SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES CN
30. ALL DESIGN/BUILD SYSTEMS ARE UNDER SEPARATE PERMIT, IT IS THE RESPONSIBILITY INSTRUCTIONS AND SECTION 2702.EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIGARD
7. WALLS WITH A FINISH FACE ON A COLUMN GRID LINE WILL NOT BE 7. THE CONTRACTOR(S) SHALL PROVIDE/PERFORM ALL DEMOLITION AND OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS, TIMES PER SECTION 1011,4} CT PROPERTY
DIMENSIONED ON PLANS BUT WILL BE DRAWN AS INDICATED BELOW, CONSTRUCTION LABOR, FURNISH/INSTALL CASEWORK AND FIXTURES, FEC FIRE EXTINGUISHER CABINET-LOCATION AND NUMBER OF FIRE EXTINGUISHERS
TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO PERFORM WORK 31. EXIT AND EGRESS LIGHTING SYSTEM ARE TO BE INSTALLED/RELOCATED TO MEET TO BE INSTALLED PER FIRE MARSHAL REQUIREMENTS/FIELD INSPECTOR,CENTERLINE SHOWN ON THE DRAWINGS AND SPECIFICATIONS,AND DESCRIBED HEREIN, UNLESS BUILDING CODE AND PRESCRIPTIVE LIGHTING PATH. EGRESS PLAN IS INDICATED IN
X) _ Y89 I X$ _ Y22 NOTED OTHERWISE. THESE DOCUMENTS, BUT SHOULD BE REVIEWED BY THE DESIGN/BUILD FIRE SYSTEMS
PARTITION SUBCONTRACTOR. (NOT TO SCALE
$. DO NOT SCALE DRAWINGS. NOTIFY THE ARCHITECT IN WRITING, OF ANY \ /
9. IN NOT SCALE DRAWINGS FOR DIMENSIONS. DIMENSIONS ARE DISCREPANCIES PRIOR TO PRECEDING WITH WORK. 32, MAINTAIN EXISTING BUILDING FIRE AND LIFE SAFETY SYSTEMS INCLUDING, BUT NOT
B. DOORS AND OPENINGS IN WALLS; INDICATED IN THE DOCUMENTS.
LIMITED TO SPRINKLER SYSTEMS, SMOKE DETECTION SYSTEMS,SMOKE EVACUATION
A. DOORS OR OPENINGS LOCATED BY A WALL AT A RIGHT ANGLE ARE 9. BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK,THE CONTRACTOR SHALL SYSTEMS, EXITING SYSTEMS AND EMERGENCY ANNUNCIATION SYSTEMS
TO BE INSTALLED 4 INCHES FROM SAID CONDITION. THIS CONDITION IS 10.THE DESIGNATION "D.P." IS USED TO INDICATE A DIMENSION POINT VERIFY, IN THE FIELD,ALL DIMENSIONS AND ELEVATIONS WHICH ARE REQUIRED FOR THROUGHOUT CONSTRUCTION,
TYPICAL AND WILL NOT BE DIMENSIONED, REFERENCED FROM ANOTHER LOCATION IN THE DRAWING SET. CONNECTIONS TO, OR INSTALLATION IN, AREAS COVERED BY DOCUMENTS-REPORT fl
DIMENSIONS ARE NOT REPEATED.
/ DISCREPANCIES. 33, VERIFY ALL DIMENSIONS, EXISTING AND NEW CONDITIONS ON THE JOB BEFORE
-- WALLf A(a� O `p/ PROCEEDING WITH WORK. DISCREPANCIES, IF ANY, ARE TO BE REFERRED TO THE
D,1 , `e9 Y98
.�� �L 10.ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES EFFECTIVE ARCHITECT IMMEDIATELY FOR DETERMINATION ON HOW TO PROCEED.
AT TIME OF CONSTRUCTION.
34. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES FOR ALL OPENINGS AND a
11,ALL DESIGN/BUILD CONTRACTOR(S) RESPONSIBLE FOR OBTAINING AND PAYING ROUGH-OUTS THROUGH SLABS, WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES,
DOOR OR OPENING FOR REQUIRED PLAN CHECK, BUILDING PERMIT, AND ANY OTHER PERMITS AND FEES CONDUITS, CABINETS AND EQUIPMENT, AND SHALL VERIFY SIZE AND LOCATION
ASSOCIATED WITH THIS SCOPE WORK, BEFORE PROCEEDING WITH WORK. \
12.THE CONTRACTORS) SHALL OBTAIN & PAY FOR ALL NECESSARY INSPECTIONS BY THE 35.THE CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS AND EQUIPMENT,ARCHITECTURAL SYMBOLS
BUILDING DEPARTMENT OR STATE & LOCAL CODES AS REQUIRED TO SHOW FURNISHED AND INSTALLED BY HIMSELF/HERSELF OR OTHERS, PRIOR TO
COMPLIANCE THEREWITH. PROCEEDING WITH WORK.
DETAIL REFERENCE NORTH ARROW REFERENCE WALL TYPE REFERENCE cauy�
13.ALL PRODUCTS, MATERIALS, AND EQUIPMENT SHALL BE REVIEWED BY THE 36. PROVIDE AND INSTALL ACCESS PANELS AS REQUIRED PER CODE FOR EACH TRADE.
ASSEMBLY NO.
DETAIL NO. THICKNESS TYPE ARCHITECT, SHOP DRAWING SUBMITTALS AND SAMPLES SHALL BE GIVEN TO THE OBTAIN ARCHITECTS APPROVAL IN LOCATING ACCESS DOORS PRIOR TO
A801 SHEET REFERENCE "A" ACOUSTICAL INSULATION ARCHITECT FOR REVIEW. VERIFY REQUIRED NUMBER OF COPIES TO BE SUBMITTED INSTALLATION, F-'' F
2z. PER SPECIFICATIONS,
37. ALL CONTRACTOR FURNISHED ITEMS SHALL BE SUPPLIED WITH REQUIRED
ELEVATION REFERENCE WINDOW REFERENCE 14.PROVIDE BRACING AND SUPPORT AS REQUIRED TO MAINTAIN STRUCTURAL MECHANICAL AND ELECTRICAL SERVICES TO PROVIDE PROPER OPERATION OF W
WINDOW TYPE NUMBER INTEGRITY OF THE NEW AND MODIFIED AREAS OF THE WORK. ITEMS FURNISHED. MINOR MODIFICATION 2013-0002
1 DETAIL NO, X<X
MMD2a13-a0a2�
A3 SHEET REFERENCE GRIDLINE REFERENCE 15.PATCH $ REPAIR AT CUT INFILL AREAS TO MATCH ADJACENT FINISHED SURFACES, 3$. ALL INTERIOR PARTITIONS ARE DIMENSIONED TO FACE OF STUD, UNLESS NOTED TREE REMOVAL PERMIT:
OTHERWISE. TRE201Beals
BUILDING SECTION REFERENCE EXTERIOR MATERIAL FINISH REFERENCE 16.CONTRACTOR IS RESPONSIBLE FOR DAILY CLEANUP DURING THE JOB AND ` �® COMMERCIAL-SITE WORK PERMIT:
1 EXTERIOR MATERIAL FINISH
REMOVAL OF ALL DEMOLITION MATERIALS UNLESS OTHERWISE NOTED. 39.THE TERM "EQUAL"OR ''EQ'' IS USED IN LIEU OF ACTUAL DIMENSIONS WHERE EQUAL -' ` Pv ZZA I E ` / SIT2013-00016
DETAIL NO. i SEE SPECIFICATION SECTION 001373 FOR SPACING OF ELEMENTS IS REQUIRED � ( E) �
A3 SHEET REFERENCE I KEYNOTE LEGEND CLARIFICATION 17.CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEANUP IN AND AROUND THEROOM . / REVISIONS
3
4( PROJECT AREA AND ASSOCIATED STAGING OR DUMPING LOCATIONS, INCLUDE 40, THE TERM"CLEAR" IS USED TO DENOTE A MINIMUM DIMENSIONAL REQUIREMENT; , 1,834
ROOM 00C
7 WALL SECTION REFERENCE ELEVATION REFENCE INTERIOR MATERIAL FINISH REFERENCE FINAL WIPE AND VACUUM. HOWEVER THE DIMENSION COULD BE LARGER. \ gi 19 100 /
Lu INTERIOR MATERIAL FINISH 1$.CONTRACTOR SHALL COORDINATE ALL WORK WITH OWNER. COORDINATE ANY 41. LOCATE FLOOR TRANSITIONS AT CENTERLINE OF ADJOINING DOORS UNLESS NOTED i ,- 1 B � - ---- ___----- _-
DETAIL NO. 29 SEE SPECIFICATION SECTION 00673 INTERRUPTION OF SERVICES SUCH AS MECHANICAL, PLUMBING, OR ELECTRICAL OTHERWISE,
A3 SHEET REFERENCE T. . .S, FOR KEYNOTE LEGEND CLARIFICATION
WITH THE OWNER, CONFORM TO ALL THE WORK,SHUTDOWN NOTICE PROCEDURES -
I STAIR AND RAMP DIRECTIONAL ARROW OF THE OWNER-VERIFY TIME REQUIRED, 42. FINISHED FLOOR ELEVATION CHANGE AT EACH SIDE OF DOORS TO BE NO MORE / EXITING SHOWN FOR REFERENCE ONLY-
aT INTERIOR ELEVATION REFERENCE PLAN REFERENCE NOTE f - - ----- --- -
THAN 1/2". I_________________________ ERI(DI2 EXITING AND EMERGENCY
0 A ARROW INDICATES DOWNWARD DIRECTION ( --- _ _._._-_-- --
0 FOR STAIRS AND RAMPS 19.NO FINAL PAYMENT SHALL BE ISSUED UNTIL THE CONTRACTOR DELIVERS TO THE i ' PATH L TINGBY -_--- --- -_-___
OWNER, A CERTIFICATE OF COMPLIANCE/OCCUPANCY. 43. A FIRE ALARM SYSTEM IS REQUIRED FOR THIS STRUCTURE. PLANS FOR THE FIRE ALARM I
D 1 B DETAIL NO, MATERIALS SYSTEM MUST BE SUBMITTED TO THE FIRE DEPARTMENT FOR APPROVAL PRIOR TO / NEW EXTERIOR LIGHTING FROM ENTRY
A3 SHEET REFERENCE 20.WHERE DRAWINGS INDICATED MATERIAL TO"MATCH EXISTING"PRODUCT IS TO BE
C SUIS BOARD OF SAME QUALITY AS EXISTING (I.E. MATCH SURFACE TEXTURE,SHEEN AND INSTALLATION, / � TO PUBLIC WAY PROVIDED. ` � --___-_-- -------_(D
GRAVEL C WALL REFERENCE REVISION NUMBER FACTORY-FINISHED PRODUCTS, PATTERN, AND COLOR), PROVIDE SAMPLE
9 GRAVEEL R4UG11OrzD 44. A FIRE ALARM SYSTEM IS REQUIRED FOR THIS STRUCTURE. FLANS FOR THE FIRE ALARM . _..._.--
�- ROOM NAME AND NUMBER REFERENCE SUBMITTALS FOR ARCHITECTS APPROVAL. NOTIFY ARCHITECT OF ANY ITEMS THATROOM
0 CONCRETE BATT INSULATION ARE UNAVAILABLE/DISCONTINUED, IMMEDIATELY, SYSTEM MUST BE SUBMITTED TO THE FIRE DEPARTMENT FOR APPROVAL PRIOR TO ' 37,916 I
CD OFFICE ROOM NAME INSTALLATION. / ROOM D&1,264 ,L
1H4 ASPHALT RIGID INSULATION 30
21.WHEN CONFLICTS OF MATERIAL NUMBER, NAME,SPECIFICATION, ETC, OCCUR; I / 9
ROOM NUMBER NOTIFY ARCHITECT OF DISCREPANCIES IMMEDIATELY. l 2 M ` E�
FLOOR STEEL PLYWOOD SHEATHING
gi F
ALUMINUM RDC/RDF PANEL w
� CONCRETE MASONRY GLASS
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GENERAL ADA/IBC ELEVATIONS GENERAL ADA REACH RANGES
\ \ 974 \ --- --
m Om 9.LE -�
T ' ! 3 300
NOTE: TYPICAL, UNLESS NOTED OTHERWISE. / 1 ,
73 VERIFY` CLEARANCES WITH MANUF. PRODUCT SIZES & \ `
REQUIREMENTS TO ENSURE ADA CLEARANCES & REQUIREMENTS.
\ \ DATE
4 IF X < 20" THEN Y-4~S" MAX. \ / % �� \ J LY 1
ADA STROBE IF X = 20" TO 25" THEN Y=44" MAX.
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CIO e e� LIGHT SWITCH, FIRE-ALARM PROJECT NUMBER
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20136090
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SHEET TITLE
LU
Lu CODE GEN NOTESSUMMARY, INDEX
W 26 GENERAL ADA/IBC ELEVATIONS 37 GENERAL ADA REACH RANGES
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- j CONDUIT ANC? DUCT RUNS QR ANY COVERED STRUCTURAL
___ - -- CONDITIONS, CONTRACTOR SHALL USE THESE DOCrUMENTS,
---- I 4 FIELD VERIFY ALL RELEVANT COMPONENTS IN SPECIFIC WORK
- \ AREAS AND PROVIDE COMPLETE WORK MEETING ALL GBD Architects, Incorporated
------ -__- - °� REQUIRED CODES AND FIRE AND LIFE SAFETY ISSUES,
----_ - ®� IF UNFORESEEN CONDITIONS ARE UNCOVERED IN SPECIFIC 1120 NW Couch t,
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----------`-----` - - ;
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----- --_- - PRIOR TO PRECEDING WITH WORK.
---- -
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- / j EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT
-��_ _. - - _ ( PERFORM NO DEMOLITION THAT MAY COMPROMISE THE
STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN
APPROVAL OF THE ARCHITECT/ENGINEER,
STAMP
4. CONTRACTOR IS RESPONSIBLE FOR DAILY CLEANUP DURING
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GENERAL NOTES
1, THESE DOCUMENTS WERE PREPARED WITHOUT COMPLETE
AS -BUILT DRAWINGS, KNOWLEDGE OF SPECIFIC PIPING,
CONDUIT AND DUCT RUNS OR ANY COVERED STRUCTURAL
CONDITIONS. CONTRACTOR SHALL USE THESE DOCUMENTS,
FIELD VERIFY ALL RELEVANT COMPONENTS IN SPECIFIC WORK
AREAS AND PROVIDE COMPLETE WORK MEETING ALL
REQUIRED CODES AND FIRE AND LIFE SAFETY ISSUES.
IF UNFORESEEN CONDITIONS ARE UNCOVERED IN SPECIFIC
AREAS THAT AFFECT THE WORK, CONTRACTOR SHALL
IMMEDIATELY CONTACT THE OWNER AND ARCHITECT TO
EVALUATE THE CONDITION.
2. NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES
PRIOR TO PRECEDING WITH WORK,
3. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT,
PERFORM NO DEMOLITION THAT MAY COMPROMISE THE
STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN
APPROVAL OF THE ARCHITECT/ENGINEER.
4. CONTRACTOR I
S RESPONSIBLE FOR DAILYLEAN P
C U DURING
THE JOB AND REMOVAL OF ALL DEMOLITION MATERIALS
UNLESS OTHERWISE NOTED. CONTRACTOR SHALL BE
RESPONSIBLE FOR FINAL CLEANUP IN AND AROUND THE
PROJECT AREA AND ASSOCIATED STAGING OR DUMPING
LOCATIONS, INCLUDE FINAL WIPE AND VACUUM.
S. SALVAGE/RECYCLE REMOVED MATERIALS AS NOTED.
CONFIRM SCOPE OF DEMOLITION, SALVAGE, AND
REINSTALLATION WORK WITH OWNER PRIOR TO
PROCEEDING.
6. PROVIDE ALL LABOR, TRANSPORTATION, EQUIPMENT AND
SERVICES NECESSARY TO PERFORM WORK SHOWN ON THE
DRAWINGS AND DESCRIBED HEREIN.
7, REFER TO BUILDING ELEVATIONS (SHEET D201) FOR EXTENT OF
EXTERIOR DEMOLITION.
B, REF. CIVIL AND LANDSACPE DRAWGINS FOR EXTENT OF
DEMOLITION AND PREP. REQUIRED FOR NEW EQUIPMENT
AND WORK.
GRD Architects, Incorporated
1120 Ned Couch St.
Suite 300
Portland, OR 97209
Tel. (503) 224-9656
gbdarchitecta.corn
GBD @ 2013
STAMP
LEGEND
i
REFERENCE NOTE TAG
EXISTING WALL
----------
ITEMS SHOWN DASHED TO BE REMOVED
GREEN BUILDING GOALS: IMPLEMENT
CONSTRUCTION WASTE MANAGEMENT FLAN,
f� �t
(DURING SITE CLEARING AND/OR DEMOLITION,
RECORD AMOUNTS OF DEBRIS REMOVED FOR
TRACKING IN CONSTRUCTION WASTE
MANAGEMENT PLAN, DEMOLISHED CONCRETE
CRUSHED ONSITE TO USE AS FILL OR DIRT REUSED AS
FILL ON-SITE DOES NOT NEED TO BE TRACKED OR
INCLUDED IN CWM REPORTS,)
EXISTING CONCRETE SLAB TO BE REMOVED.
(CONTRACTOR TO REVIEW EXISTING PLUMBING
LINES IN FIELD FOR ACTUAL ROUTING, AND SIZES.
COORD. W% ARCHITECT PRIOR TO ANY CUBING.)
REF, CIVIL PLANS FOR EXTENT AND PREP. FOR NEW
PROJECT
WORK.
-
EXISTING VCT TILE BE REMOVED. PROVIDE
WHOLE FOODS MARKET
REQUIRED MATERIAL ABATEMENT AND
rein Town Center
-----_-_-_
DISPOSAL AND PREP. FOR NEW WORK.
12220 SVS SchoIIS Ferry Road
Tigard, OR 97223
r - -
EXISTING ROOFING AND FRAMING TO BE
J
REMOVED AND PREP. FOR NEW WORK,
CLIENT
II 0
1. REMOVE STAIR (TREADS/RISERS).
2. REMOVE DOOR(S),
3. REMOVE STOREFRONT.
4. REMOVE CMU PIER,
5. REMOVE (E) SOFFIT, FASCIA, ROOF ABOVE - REFER TO D201 FOR
EXTENT.
6. REMOVE (E) CMU WALL. PREP FOR NEW DOOR - REFER TO A201.
7, REMOVE (E) MEMBRANE, CANT STRIPS, COPING AS REQ'D - REFER
TO D201.
8. FACE OF EXISTING CONCRETE LOADING DOCK.
9. REMOVE ALL CEILING ACT TILES, LIGHT FIXTURES, GRID, GUYWIRES,
UNISTRUT AND CATWALK FRAMING ABOVE, TYR.
10, REMOVE DOWNSPOUTS.
SCALE® 1/8"= V-0"
,err
—levationsla
SCALE:5 DEMOLITION SOUTH EXTERIOR ELEVA11ONS
1/8"=l'—O" l v tions I n
Regency Centers
5335 SW Meadows
Shite 295
Lake Oswego, OR 97035
MINOR MODIFICATION APPROVAL:
MMD2013-00029
TREE REMOVAL PERMIT:
TRE2013-00019
COMMERCIAL - SITE WORK PERMIT:
SIT2013-00016
REVISION$
PROJECT NUMBER
0
SHEET TITLE
DEMOLITION
EXTERIOR L T I
LLI
D201 CL
2I