Plans BUP2014 00074
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DRAWING INDEX DEMOLITION
1. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT, PERFORM NO DEMOLITION THAT MAY COMPROMISE THE
A-1 CODE SHEET & GENERAL INFORMATION STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER, TENANT IMPROVEMENT FOR A `f� 2 201111 GBD
A-2 FLOOR PLAN, ELEVATION & DETAILS 2, EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL EXISTING AREAS TO REMAIN FROM DAMAGES THAT T wwv
MIGHT OCCUR DURING DEMOLITION. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL AREAS THAT HAVE BEEN No &
DAMAGED DUE TO INADEQUATE PROTECTION, SBD Architects, Incorporated
PLAZA WEST, SUITE 570 & 575
3. MAINTAIN 100% FIRE ALARM COVERAGE. 1120 NVV Couch St.
4, REMOVE ALL EXISTING SIGNAGE, PICTURES, NAILS, HOOKS, EQUIPMENT, ETC., LEFT BEHIND FROM PRIOR TENANT, FROM ALL Ste. 300
WALLS, DOORS, DOOR FRAMES, STRUCTURAL, AND CONCRETE CEILING. Portland, CSP 97209
CODE SUMMARYTel. (503)224--9656
—_ gbdarchtects.com
CONSTRUCTION CONTACTS CBD @ 2013
CODE 2010 OREGON STRUCTURAL SPECIALTY CODE ZONING MUE-1
1. PERFORM ALL WORK IN ACCORDANCE WITH ESTABLISHED BUILDING STANDARDS FOR TENANT IMPROVEMENTS. BUILDING MANAGEMENT: CONTRACTOR- ARCHITECT:
FIRE PROTECTION SMOKE DETECTION SYSTEM ORRIS, BEGGS & SIMPSON COMMERCIAL CONTRACTORS, INCITE TS, Incorporated
BUILDING IS CURRENTLY IN PROCESS OF 2. ALL DIMENSIONS ARE TO FACE OF FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL PARTITIONS TERMINATE AT THE COMMERCIAL REAL ESTATE SERVICES 1265 S. 35th Place 1120 NW Couch Street STAMP
ADDING SPRINKLERS UNDERSIDE OF THE EXISTING SUSPENDED CEILING UNLESS OTHERWISE NOTED. 121 SW Morrison Ridgefield, WA 96642 Suite - 300
AREA SUITE 570 & 575 1,229 USF CONSTRUCTION TYPE: 2A 3. MECHANICAL, ELECTRICAL AND FIRE PROTECTION SYSTEMS INDICATED ARE FOR INFORMATION ONLY. THESE SYSTEMS ARE Suite - 200 Portland, Oregon 97209
SUB-CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT, UNDER THE MASTER PERMIT FOR Portland, Oregon 97204 Phone: 503/227-4440
THIS PROJECT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. Fax: 503/227--6644 Phone: 503/224-9656
STORIES 5 CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT, BOTH EXISTING AND Contact: Jake D. Money
Phone: 503/352-6113 Fax: 503/299-6273 RIG L. VIS
NEW, Cell Phone: 360/931-4361 Qq
Fay: 503/352-9339Contact: Kent Pottebaum
OCCUPANT LOAD OCCUPANT LOAD FACTOR: 100 EGRESS NUMBER OF REQUIRED EXITS: 1 4, MAINTAIN 100% SPRINKLER COVERAGE BUILDING IS CURRENTLY IN PROCESS OF ADDING SPRINKLERS). Contact: Beverly Chesnut Foster Email: aake@ccigc,com
OCCUPANT LOAD . 12 � � y Cell Phone: 503/356-0531 a T , OREGON
5, ALL WALLS, DOORS, FLOORS, CEILINGS WITHIN THE LIMITS OF WORK NOTED, ARE TO BE PATCHED, PLASTERED, SANDED AND Email: bchesnutfoster@nai-nbs.com Email: Kent@gbdarchitects.com 3008
PREPARED READY FOR THE NEW FINISH SPECIFIED.
THE FOLLOWING GENERAL NOTES APPLY TO EACH DRAWING IN THIS OF
GENERAL NOTES PACKAGE, THEY DO NOT REAPPEAR ON THE INDIVIDUAL SHEETS. 6. PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH CITY OF TIGARD REQUIREMENTS.
A. ALL WORK IN THIS BUILDING IS TO BE PERFORMED UNDER THE CITY OF TIGARD PERMIT PROGRAM. A MASTER PROJECT 7. THE DESIGN OF ALL SEISMIC BRACING AND SUPPORTS FOR CEILING, MECHANICAL AND ELECTRICAL ITEMS AND PARTITIONS IS CONSULTANT
NUMBER WILL BE ISSUED FOR THE PROJECT. ALL OTHER DESIGN BUILD PERMITS ARE TO BE TAKEN OUT AS SEPARATE THE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR/VENDOR TO MEET CITY OF TIGARD BUILDING CODE.
PERMITS UNDER THE MASTER PROJECT NUMBER,
6. SEAL ALL THROUGH FLOOR / RATED-WALL PENETRATIONS WITH RATED ASSEMBLIES AS REQUIRED TO MAINTAIN THE
B. MECHANICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM, MECHANICAL WORK INDICATED IN THESE INTEGRITY OF FLOOR / WALL ASSEMBLY. EGRESS PLAN
DOCUMENTS IS FOR INFORMATION ONLY. MECHANICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND 9. DOORS OR OPENINGS LOCATED BY A WALL AT A RIGHT ANGLE ARE TO BE INSTALLED 4 INCHES FROM SAID CONDITION. THIS
PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING CONDITION IS TYPICAL AND WILL NOT BE DIMENSIONED.
CODE REQUIREMENTS. MECHANICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN
BUILD PROJECTS, AND SUBMIT PROJECT TO CITY OF TIGARD, MECHANICAL DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, 10. ALL NEW AND EXISTING DOORS TO BE SOLID CORE FLUSH TO MATCH BUILDING STANDARD AND HAVE BUILDING STANDARD
AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR LEVER HARDWARE LIMITS OF
PERMIT.
11. UTILIZE ZERO VOC PAINT SYSTEMS, INCLUDING PRIMERS AND FINISH PRODUCTS. WORK
C, PLUMBING WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. PLUMBING WORK INDICATED IN THESE 12, PROVIDE SOUND INSULATION IN ALL NEW WALLS EXCEPT FOR LOW OR PARTIAL HEIGHT PARTITIONS,
DOCUMENTS IS FOR INFORMATION ONLY. PLUMBING CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROVIDE I k
ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING CODE I I J PROJECT
REQUIREMENTS. PLUMBING CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN BUILD ( I E x I a II
PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM, MAINTAIN 100% SPRINKLER COVERAGE I �� r Ills r1
MECHANICAL
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THROUGHOUT BUILDING, PLUMBING DESIGN BUILD DRAWINGS SHALL BE SUBMITTED REVIEWED AND APPROVED BY THE
OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. — I h k . I I fiBuilding
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1. MECHANICAL AND FIRE PROTECTION SYSTEM WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY '% 9600 SW Oak Street
D. ELECTRICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. ELECTRICAL WORK INDICATED IN THESE SIZES AND LOCATIONS OF ALL EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB CONTRACTOR DESIGN/BUILD ; i ; ' _ J1 i. Tigard, Oregon
DOCUMENTS IS FOR INFORMATION ONLY, ELECTRICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT, IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB--CONTRACTOR
PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING
TO OBTAIN THESE PERMITS. DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNERS E
CODE REQUIREMENTS. ELECTRICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN
CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT,
BUILD PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM, ELECTRICAL DESIGN BUILD - 1 CLIENT
DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT PRIOR 2 CONTRACTOR TO PROVIDE CFM DELIVERY FOR EACH REGISTER ON THE MECHANICAL DB DRAWINGS. I I I` f
TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. - Norris, Simpson
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3, ALL MECHANICAL PLANS ARE TO BE SUBMITTED FOR APPROVAL BY THE OWNERS' CONSTRUCTION MANAGER AND-ARCHITECTCommercial Real Estate
E. EXIT AND EGRESS LIGHTING SYSTEM ARE TO BE INSTALLED TO MEET THE IBC AND PRESCRIPTIVE LIGHTING PATH (IBC 2009 PRIOR TO COMMENCEMENT OF MECHANI AL WORK, iF ti �' ll I hI
AND 2010 OSSC,) EGRESS PLAN IS INDICATED IN THESE DOCUMENTS,
4. CONTRACTOR TO SUBMIT ALONG WITH BID NUMBER OF EXISTING AND PROPOSED VAV BOXES AND TERMINAL UNITS
F. MAINTAIN EXISTING BUILDING FIRE AND LIFE SAFETY SYSTEMS INCLUDING, BUT NOT LIMITED TO SPRINKLER SYSTEMS, SMOKE CONTEMPLATED AS PART OF DESIGN BUILD CONTRACT.
DEFECTION SYSTEMS, SMOKE EVACUATION SYSTEMS, EXITING SYSTEMS AND EMERGENCY ANNUNCIATION SYSTEMS.
G. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES, AS MODIFIED FOR THIS BUILDING ON LEGEND (REVISIONS
RECORD AT THE CITY OF TIGARD. IN CASE OF CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE
MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAW ORELECTRICAL EXIT
ORDINANCE SHALL GOVERN, NOTIFY ARCHITECT OF CONFLICTS. polo,
H. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR 1, ELECTRICAL WORK INDICATED IS FOR INFORMATION ONLY, CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL OEM DENOTES AREA OF MIN '- " WIDE EGRESS PATH
UNFAVORABLE CONDITIONS OR EVENT WHICH MIGHT HAVE BEEN DISCOVERED THROUGH A THOROUGH EXAMINATION OF THE EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED
SITE. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CONSEQUENCES OF ACTING ON CONCLUSIONS DRAWN UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS, - - — I
FROM INFORMATION AVAILABLE AT THE TIME, DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND PROVIDE EGRESS ILLUMINATION ALONG EXIT PATH NOT LESS THAN (1) FOOT
I. NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. CANDLE MEASURED CONTINUOULY AT TIME WALKING SURFACE®
J, PROVIDE ALL LABOR, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO PERFORM NORK SHOWN ON THE DRAWINGS 2, ALL NEW ELECTRICAL OUTLETS TO BE MOUNTED AT +18" UNLESS NOTED OTHERWISE,
AND DESCRIBED HEREIN.
3. ALL RECEPTACLES, SWITCHES AND COVERS TO BE BUILDING STANDARD AND MATCH IN COLOR. FIELD VERIFY COLOR UNLESS
OTHERWISE NOTED, 5TH FLOOR PLAN A
4. SWITCHING FOR ALL LIGHT FIXTURES TO BE COORDINATED BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS PRIOR TO
BEGINNING OF WORK. CONFIRM W/ ARCHITECT.
5. MODIFY EMERGENCY EGRESS LIGHTING AS NECESSARY TO MATCH PRESCRIBED PATH AND TO CONFORM WITH IBC 2009 AND
2010 OSSC. SEE EGRESS PLAN FOR EGRESS LIGHTING PATH. DATE
CT" IL 2014
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GBD
GSD Architects, Incorporated
GENERAL NOTES 1120 NW Couch St.
Ste. 300
A. PATCH AND REPAIR WALLS. PAINT TO MATCH EXISTING. Portland, OR 97209
B. EXISTING CEILING TILE TO REMAIN, REPLACE BROKEN Tel. (503)224-9656
OFFICE OFFICE OFFICE OR DAMAGED TILE. RELOCATED LIGHTS AND MECHANICAL gbdarchtects.corn
575 577 561 AS SHOWN.
Gr3C1 Q 2013
SMITE C. PROVIDE AND INSTALL POWER/DATA AS SHOWN.
575 N
CODS. INSULATION 4'-0" EACH SIDE OF
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' 6 INSULATED PARTITIONS,
STAMP
2 i HALLWAY -t N N SUSPENDED ACOUSTIC CEILING SYSTEM
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SUITE �'� 579 ��A N ca METAL J BEADID ARC
570LEGEND
s CONT. j x " WIDE NEOPRENE GASKET
TRACK
AT-�1: IT5 DO DNOT SCREW GYP. BD. TO RUNNER CHANNEL. EXISTING PARTITION TO REMAIN IG L. YIS
( CONFERENCE 3 PREPRINT EXPOSED LEGS FLAT BLACK
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- S�3 " TYPE "X" GYPSUM BOARD ON 2j" METAL PARTITION OR OBJECT TO DE OREGON
+1421 0 OFFICE RECEPTION � STUDS @ 24" O.C. REMOVED/SALVAGED 300
° 573 571 ACOUSTICAL INSULATION.
`dRUBBER BASE (SEE FINISH SCHEDULE) NEW PARTITION. SEE DETAIL 2/A801 . OF
(DN N CONTINUOUS ACOUSTIC SEALANT UNDER BOTTOM PP
ti 'A, TRACK AND BOTTOM OF GYP. BD. AT INSULATED NEW 50 HIGH PARTITION. SEE DETAIL ` /A801 . CONSULTANT
�=� PARTITION ONLY.
CARPET (SEE FINISH SCHEDULE) DOOR
—EXISTING CONCRETE SLAB FLOOR DOOR NUMBER, SEE
DOOR SCHEDULE
6 PARTIAL DEMOLITION FLOOR PLAN 4 PARTIAL FLOOR PLAN 1 TYP INTERIOR PARTITION NEW QUADRAPLEX OR
SCALE. 1/8"=V-0" SCALE. 1/8"=V-0" 1 -1/2" — 1 '-0" DUPLEX OUTLET
'- ---DENOTES OUTLET HEIGHT
J—BOX FOR CABLE OUTLET
PROJECT
THERMOSTAT Houser&Allison
EXISTING STRUC, DECK VOICE/DATA OUTLET Its
570 &575
ABOVE. Plaza West Building
EXISTING 2X4 LIGHT FIXTURE TO 9600 SW Oak Street
----(2) #10 SHT MTL SCREWS, REMAIN Tigard, Oregon
OR 3/16" SHOT ANCHORS
W/ 1 1/8" EMBEDMENT NEW/RELOCATED 2X4 LIGHT FIXTURE
as ALTERNATE 45 DEG METAL CLIENT
STUDS, 8'-0" O.C. HVAC/MECH REGISTER
(2) #10 SHEET METAL orris, Simpson
SCREWS SPRINKLER rci I I Estate
EXIT SIGN
CEILING LEVEL
SPEAKER
-_ SMOKE DETECTOR
PAINT (TRACK STUD)
REVEAL BLACK
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USE "PARTITION CLIP" OVER REVISIONS
GRID T-BAR FOR TRACK
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STUD ATTACHMENT
2 WALL BRACING DETAIL
N T S
MFG_' USG
ii MODEL: DONN DX
H DUTY: MAIN TEE -- HEAVY DUTY
CONNECTION DEVICES TO BE CROSS TEE - HEAVY DUTY
OF AN APPROVED TYPE AND MAX. DESIGN FIXTURE WEIGHT 75 LBS.
HAVE 100# CAPABILITY ACTUAL MAX. FIXTURE WEIGHT: SEPERATELY SUPPORTED OATS
CONNECTOR AT TOP OF WIRE: 3/16 SHOT ANCHOR W/ 1 1/8 EMBEDMENT
SEISMIC STRUT: 3/4" CONDUIT W/ POSITIVE CONNECTION TO GRID 2 APRIL 2014
NOMH VERTICAL STRUT AT BUILDING STRUCTURE
7 PARTIAL DEMOLITION RCP 5 PARTIAL RCP12'-0" OACH
.G. WAY COUNTERSLOPE HANGERS IF MORE
P �...__.....- -- ----- -- .-- ---- --- THAN 1:6 OUT OF PLUMB
SCALE: 1/8"=V-0"
F—1 —0PP SCALE: 1/8"=V—0PP
LATERAL BRACING SECURE ALL HANGERS TO PROJECT NUMBER
ADDITIONAL HANGERS ALL BUILDING STRUCTURE 31
WORK AND
MEMBERS WITHIN 6" OF OTHER TRAPEZLARGE TOBSTRUCTIONS,
L PERIMETER
L" 77
POP RIVET RUNNER TO CROSS RUNNERS FIT
DEMO PLAN REFERENCE KEYNOTES PLAN REFERENCE KEYNOTESWALL ANGLE AT 2 ADJACENT BETWEEN MAIN RUNNERS SCALA
0 WALLS, FASTEN CLOSURE PP _ PF F P MAIN RUNNERS AT �e 11
ANGLE W/ 6 SCREWS 8 4 0 O.C. 4'-0" O.C. 1/
1, REMOVE EXISTING CASEWORK, PLUMBING, AND PROVIDE AND INSTALL NEW PARTITION. DIRECTLY TO WALL FRAMING 5A—o'A �.G.) (5'—a' G 4'—o" o.G. SUPPORT
OR PROVIDE STRUT ( WITH 12 WIRE AT
0 CLOSET, STABILIZER BARBETWEEN-,' 6'-0" MAX 12'-0" O.C. EACH WAY 4'-0" O.C. OR WITH
PROVIDE AND INSTALL BUILDING STANDARD DOOR. ALL MEMBERS AT PERIMETER LATERAL BRACING AT 12'-B IN EACH WAY. MAIN PP 10 WIRE AT 5'-0" SHEETTITLE �
RUNNER TO STRUCTURE. BEGIN BRACING WITHIN 6 0 O.C.
2, REMOVE PORTION OF PARTITION. PATCH AND PAINT
TO MATCH EXISTING. 7, PROVIDE AND INSTALL BUILDING STANDARD RECITE. OF PERIMETER AND 2'-0" FROM CROSS MEMBER.
DEMOLITIONPLANS&
0 RCP
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3 LATERAL BRACING FOR SUSPENDED CEILINGS 0
REMOVE EXISTING DOOR AND FRAME. PROVIDE AND INSTALL CARPET AND BASE TO MATCH
00 0 ADJACENT SUITE 570 THIS ROOM, NTS
0 co REMOVE EXISTING CARPET AND BASE THIS ROOM.
C> 4PREPARE TO RECEIVE NEW CARPET AND BASE TO A2 LU
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MATCH ADJACENT SUITE 570. ce
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