Plans (23) BUP2021 -00063
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TENANT: PROJECT #21160
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LOCATION MAP DING LocATlBUILory z PROJECT NARRATIVE
A-0 NOT TO SCALE PROJECT CONSISTS OF TENANT IMPROVEMENT WORK TO 3,926 SF OF EXISTING ~
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ommom moss moss =or* AREA OF WORK RETAIL SPACE INTO AN OFFICE USE. z o
l WORK SHALL INCLUDE BUT NOT BE LIMITED TO zco
• SELECTED DEMO OF EXISTING NON STRUCTURAL WALLS
• NON STRUCTURAL DRYWALL/METAL STUDS WALLS L a N L
_ • DOORS/FRAMES AND PAINTING g W
�`i slim • ELECTRICAL DISTRIBUTION a o oo �n a
• LIGHTING L!J o � �
ALL WORK TO MEET ADA REQUIREMENTS. Q 3: Q 4 4 z
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2 BUILDING PLAN NO MINOR MOD NEEDED PER: Lo ° � s m
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A'� NOT TO SCALE
PARKING HAS NOT BEEN AFFECTED BASED ON THIS ALTERATION.
BUILDING INFORMATION THERE WILL BE NO IMPACT ON THE LANDSCAPE AREA WITH THIS MODIFICATION.
OWNER: PACIFIC REALTY ASSOCIATES, L.P.
15350 SW SEQUOIA PKWY #300 THE WORK WILL HAVE NO IMPACT ON SURROUNDING PROPERTIES, SENSITIVE
PORTLAND, OR 97224 LANDS, OR PUBLIC FACILITIES.
(503) 624-6300 (PHONE) THE WORK WILL NOT CAUSE THE DEVELOPMENT TO GO OUT OF CONFORMANCE
(503) 624-7755 (FAX) WITH ANY APPLICABLE STANDARDS.
BLDG. #: PCC BLDG. A (pcc210) THE CURRENT USE IS MERCANTILE (M OCCUPANCY) AND THE NEW USE WOULD BE B
CONST. TYPE.: III-B (BUSINESS - OFFICE).
THIS BUILDING HOUSES MULTIPLE TENANTS INCLUDING THIS PER TABLE 18.410.3 MINIMUM AND MAXIMUM OFF STREET VEHICLE AND BICYCLE U)
TENANT. THE EXISTING BUILDING APPX 21 ,653 SF OF TWO PARKING REQUIREMENTS, BUSINESS USE PARKING REQUIREMENTS (2.7 / 1000SF
STORY AND A SINGLE STORY OF 12,785 FOR A TOTAL BUILDING MIN) ARE LESS THAN THOSE FOR RETAIL USE (3.0 / 1000SF MIN), THEREFORE NO
OF 34,438 SF AND IS FULLY SPRINKLERED. THERE IS MINOR MOD IS NECESSARY PER SECTION 18.765.060 MINOR MODIFICATIONS OF THE 1
FRONTAGE ON ALL FOUR SIDES OF AT LEAST 60 FEET. TIGARD DEVELOPMENT CODE. Fem
ACTUAL BUILDING AREA TOTALS WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT
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B OCCUPANCY = 30,143 SF FIRE PROTECTION SPRINKLERiNG
S-1 OCCUPANCY = 4,295 SF FIRE ALARM U
TOTAL 34,438 SF HEATING, VENTILATION & AIR CONDITIONING WORK J
ELECTRICAL WORK J
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MIXED OCCUPANCY - NON-SEPERATED USES. (OSSC 508.3) o
ALLOWABLE AREA IS UNLIMITED. (OSSC 507.3) z
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TENANT INFORMATION oQ
TENANT: pcc210-100 SPEC OFFICE ° o 0
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OCCUPANCY AREAS & LOADS: (n cin
B 3,926 SF 27 OCC Q 0
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NUMBER OF EXITS REQUIRED DATE: 2021 .02.25
B 1 EXITS PERMIT/BID SET
REVISION
CODE SUM MARY OFFICE'COPV 1.
ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE CTTYOFTTGARD,, 2.
REVMVED FOR CODE COMPLLU4C$ 3
WITH STATE AND LOCAL CODE REQUIREMENTS THAT APPLY, Approve4"ij 4
INCLUDING BUT NOT LIMITED TO: OTC: I
• 2019 OREGON STRUCTURAL SPECIALTY CODE permit 4% RI kg`a -QQQ 5.
• 2019 OREGON MECHANICAL SPECIALTY CODE (OMSC) Address: 1&- i2 GOL -%,- -7Z 1 AV 6•
• 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) Suite#: 1za Data
7.
• 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) '�— -' '�'� 8.
• 2014 OREGON FIRE CODE (OFC)
DRAWN BY:
• ASCE-7-10
• ICC/ANSI A11 7.1-2009
• 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE
VALIDITY OF PERMIT
THE ISSUANCE OF A PERMIT
BASED ON CONSTRUCTION
DOCUMENTS AND OTHER A� O
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
OF ERRORS. OSSC 105.4
01 00 00 GENERAL DATA 08 43 13 ALUMINUM STOREFRONT DOORS AND WINDOWS 3. CEILINGS: 22.THERMOSTAT: ALL EXISTING MERCURY TYPE THERMOSTATS TO BE REPLACED. NEW THERMOSTATS TO BE D
GENERAL REQUIREMENTS 1. FIX AND TUNE UP EXISTING STOREFRONT DOORS.PATCH ALL HOLES AND PAINT IF REQUIRED TO MATCH a. EXISTING GYP BOARD/PLASTER-SAND,SPACKLE ALL IMPERFECTIONS,SPOT PRIME AND FINISH TO HONEYWELL COMMERCIAL GRADE VISIONPRO 8000 TOUCH SCREEN MODEL TB822OU1003 WHERE POSSIBLE. \`� d�
EXISTING. ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT 6200 OR 4480. - APPROVED SUBSTITUTE: TOTAL-LINE SIGNATURE COMMERCIAL THERMOSTAT MODEL NO.P374-2800 -7 DAY �� /1 r
1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE OREGON PROGRAMMABLE WITH LOCKOUT FUNCTION-AUTO CHANGEOVER ONLY. MOUNT AT ADA HEIGHT(MAY - VVV V
STRUCTURAL SPECIALTY CODE AND ALL OTHER STATE OR LOCAL CODE REQUIREMENTS THAT APPLY. 09 00 00 FINISHES 4. GENERAL NOTES: - REQUIRE CHANGING HEIGHT AT"REPLACEMENT'LOCATIONS). CONTRACTOR SHALL PROGRAM -J ]_j�
2. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND GENERAL a. KEEP ALL HARDWARE,HINGES,AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS, DRIPS,OR ROLLER THERMOSTATS AND BALANCE SYSTEM. MICHAEL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. WIRE THWANG
1. REMOVE ALL EXISTING VCT,SHEET VINYL,ETC.IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR SPRAY. 23.THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. Ll
3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING TO INSTALLATION OF NEW FLOORING. b. ALL SURFACES TO BE SANDED BETWEEN COATS,PRIOR TO INSTALLATION OF NEXT COAT. 24.WAREHOUSE HEAT:CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED 2. CLEAN,SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS.EXCLUDES LVT AND c. DURING PROGRESS OF WORK,KEEP JOB SITE CLEAN OF ALL PAINT MATERIALS, RUBBISH,CANS,AND e. GAS FIRED UNIT HEATERS USED IN NON-CONDITIONED AREAS SHALL COMPLY WITH CURRENT STATE
CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE SOME VCT APPLICATIONS.VERIFY WITH ARCHITECT PRIOR TO APPLYING WAX COATINGS. RAGS AT THE END OF EACH DAY. ENERGY CODE REQUIREMENTS. PROVIDE ADJUSTABLE TSTAT FOR EACH UNIT.THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. 3. EXISTING VCT TO REMAIN TO BE STRIPPED AND APPLY NEW WAX COATING. d. UPON COMPLETION OF WORK,CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING 25.EXHAUST FANS: J1PORTTLA585 OREGON4. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE ❑. ,, .,, , -AND SCRAPING,USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. 4EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK 4. SUBMIT ONE SAMPLE OR DRAW DOWN NO LARGER THEN 11 X 17 FOR THE FOLLOWING: �'(i" - 1!r-;lI� a. CEILING MOUNTED EXHAUST FANS SHALL HAVE A MINIMUM PERFORMANCE TO MEET THE CURRENT
DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO a. FLOOR COVERINGS, BASE AND TRANSITION STRIPS I{'� 4�IhI�I1 PROTECT WORK OF OTHER TRADES. CODE REQUIREMENTS INCLUDING INTEGRAL BACKDRAFT DAMPER AND VENTING TO THE EXTERIOR. �� 0
ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE 1I • ,PROVIDE"WET PAINT"SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES. COOK GEMINI SERIES 100 OR EQUAL;80 CFM WITH A SONE RATING OF 1.6 OR LESS, 100 CFM WITH A
LEFT IN THE TENANT SPACE AS NOTED ON PLANS),CLEANING AND ALL PREPARATION OF SUBSTRATE b. PLASTIC LAMINATES I I ° u!II i° 1. SONE RATING OF.9 OR LESS,200 CFM WITH A SONE RATING OF 1.6 OR LESS.
SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UR !! 6' !!I °
c. ALL NATURAL WOOD(INCLUDING DOORS AND CASEWORK) . , I b. SINGLE FIXTURE RESTROOMS,JANITOR'S CLOSETS OR SINGLE SHOWER ROOMS TO HAVE CEILING PROJECT #21160
5. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING d. PAINT IIP ' ! I 1O 6 00 SPECIALTIES MOUNTED EXHAUST FANS,WIRED PER DIVISION 16 AND SWITCHED WITH THE LIGHTS.
STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS 10 11 00 VISUAL DISPLAY SURFACES c. MULTIPLE FIXTURE RESTROOMS,COMBINATION RESTROOM&SHOWER,AND LOCKER ROOMS TO HAVE
INTENTION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. 5. FINISH FLOORING TO EXTEND UNDER ALL NEW CASEWORK. ROOFTOP MOUNTED EXHAUST FAN,FACTORY CURB AND BACKDRAFT DAMPER,WIRED PER DIVISION 16,
6. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 6. PROVIDE A TRANSITION STRIP WHERE EVER TWO DIFFERENT FLOOR MATERIALS MEET PER TRANSITION 1. PROJECTOR SCREEN: USE DA-LITE BOARDROOM ELECTROL,GLASS BEADED. SEE PLAN FOR SIZE. CONTROLS AS REQUIRED BY DESIGN.COOK ACE-D SERIES OR EQUAL. Q
7. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET"WALK-OFF MATS"TO PROTECT EXISTING STRIP DETAILS. 10 4416 FIRE EXTINGUISHERS d. SPECIALTY ROOMS REQUIRING EXHAUST SHALL MEET THE ABOVE MINIMUM REQUIREMENTS- Q
CARPETS. 7. PROVIDE SCHLUTER METAL TRIM AT ALL EXPOSED EDGES OF TILE(EXCEPT AT BULLNOSED EDGE) 1. FIRE EXTINGUISHER 2A10 BC (WALL MOUNTED OR IN SEMI RECESSED CABINET AS INDICATED ON PLAN) INDIVIDUAL ROOMS WITH AN EXHAUST REQUIREMENT GREATER THAN 250 CFM,SHALL HAVE A
8. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. PATCH AND REPAIR ROOF AND 8. CONTRACTOR TO PROVIDE 10%ATTIC STOCK FOR ALL FLOOR TILE PRODUCTS UNLESS DIRECTED 2. FIRE EXTINGUISHER CABINET: JL INDUSTRIES ACADEMY SERIES MODEL#C1027V10. ROOFTOP MOUNTED FAN. r�nE�
ROOF MEMBRANE TO MATCH THE EXISTING ROOF. OTHERWISE. 26.HVAC TESTING. V
12 00 00 FURNISHINGS
9. ALL ROOF WORK TO BE COORDINATED WITH PACTRUST PROPERTY MANAGEMENT AND BE PERFORMED BY 09 21 00 GYPSUM BOARD a. CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES,COMPONENTS, Z
PACTRUST APPROVED ROOFING COMPANIES. APPROVED COMPANIES INCLUDE: 1. CLEAN/REFURBISH EXISTING BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. EQUIPMENT AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH Q
GENERAL 12 2316 CABINET SPECIFICATIONS APPROVED PLANS AND SPECIFICATIONS.
a. ARROW ROOFING, 503460-2767 1. ALL GYPSUM BOARD WALLS: ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD,EITHER AT RIGHT ANGLES OR
b. ROOF TOPPERS,360-574-7248 PARALLEL TO FRAMING ON EACH SIDE OF METAL STUDS SPACED AT 24"O.C. FASTEN WITH 1"TYPES 1• ALL CABINETRY TO BE INSTALLED OVER FINISH FLOOR AT ALL RESILIENT FLOORING LOCATIONS. b. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN
ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS.
o. GOT YOU COVERED ROOFING,503-975-9136 DRYWALL SCREWS 8"O.C.TO VERTICAL EDGES AND 12'O.C.TO TOP AND BOTTOM RUNNERS AND 2. AWI CUSTOM GRADE STANDARDS FOR CASEWORK AND COUNTER TOPS U.N.O
INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24"O.C.(OR ONE STUD SPACING), c. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND
10.CONTRACTOR MAY SUBMIT ALTERNATE ROOFING CONTRACTOR TO BE REVIEWED AND APPROVED BY EACH SIDE AND OPPOSITE SIDES. 3. HIGH PRESSURE LAMINATE(P-LAM HPL)ALL EXTERIOR SURFACES,INCLUDING 4"TOE KICK. EDGE BANDING FILED WITH PACTRUST. 0
PACTRUST PRIOR TO BID. (MATCHING PVC ACCEPTABLE),FIN ENDS,DOORS,AND LIGHT VALENCE ETC. UPPER CABINET BOTTOMS y7.PROJECT CLOSE OUT DOCUMENTS REQUIRED:
2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WITH SANDING BETWEEN OPTIONAL HPL FINISH,STANDARD MELAMINE FINISH. OPEN CABINETS OPTIONAL HPL FINISH,STANDARD
I11.VERIFY WITH BUILDING OWNER ANY ROOF WARRANTY REQUIREMENTS. FINISH COATS(LEVEL 4 FINISH). PAINT AS INDICATED. MELAMINE FINISH. - a. AutoCAD FILE SHOWING AS-BUILT INFORMATION. Z O
12.KEEP THE ROOF FREE OF DEBRIS(I.E.NAILS,SCREWS,BOTTLES,ETC.)AT ALL TIMES. 3. ALL OTHER GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND ONE FINISH COAT WITH SANDING AFTER FINISH 4. TOE KICK PLYWOOD 4"H WITH P-LAM COVER b. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE. I O
COAT(LEVEL 3 FINISH). PAINT AS INDICATED. Z M
13.ALL ROOF PENETRATIONS FOR ELECTRICAL LOW VOLTAGE GAS PIPING ETC.SHALL BE SLEEVED THROUGH 5. DOORS AND DRAWER FRONTS PLASTIC LAMINATE OVER 11/16"PARTICLE BOARD WITH MATCHING P-LAM OR Ic. HARD COPY OF AutoCAD FILE ABOVE.
A LEAD ROOF JACK,CLAMPED WITH A STAfNLESS STEEL CLAMP AND SEALED WITH VULKEM 921 4. IN FINISHED SPACES FURR-0UT BUILDING COLUMNS AND EXTERIOR WALLS WITH 518"GYPSUM BOARD OVER PVC EDGES. Q Or
POLYURETHANE SEALANT. SILICONE SEALANT NOT PERMITTED. METAL STUDS. d. OPERATIONS MANUALS FOR ALL EQUIPMENT, INCLUDING TSTATS. C N
6. MELAMINE(LOW PRESSURE LAMINATE/LPL)ALL INTERIOR AREAS,DRAWER PARTS,SHELVING ETC. C j U
14.KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A ONLY BASIS INCLUDING DOCK ACCESS 5. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS STOREFRONT.QUIETJOINT SHH WHERE WALL e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED.
FLUSH OVERLAY/FRAMELESS SME CONSTRUCTION.
AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. MEETS MULLION AND EMSEAL WHERE WALL MEETS GLAZING.COLOR SELECTED BY ARCHITECT. 7. 26 00 00 ELECTRICAL : DESIGN/BUILD w O- N �
15.PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO 6. AT ALL EXISTING WALLS,REMOVE ALL NAILS,SCREWS,FASTENERS,ETC.LEFT BY PREVIOUS TENANT AND 8. THERE SHOULD BE 1/8"OR LESS GAP TOLERANCE BETWEEN DOORS AND DRAWERS. LL
COMMON CORRIDORS AND STAIRS, BUILDING ENTRANCES,SUITE ENTRANCES,ETC. THE CONTRACTOR WILL PATCH HOLES READY FOR PAINT. 9. HINGES-BLUM#75M3580, 110 DEG.SELF CLOSING CLIP ON(OR.EQUAL). GENERAL - - � �
BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION1. ALL ELECTRICAL FEEDS TO OUTLETS,SWITCHES,ETC. MUST BE VERTICAL DROPS FROM ABOVE EXCEPT FOR � 0 O) Il
ACTIVITIES. 7. REPAIR GYPSUM BOARD AT REMOVED ELECTRICAL RECEPTACLES OR DATA BOXES AND FINISH READY FOR 10.DRAWER SLIDES-BLUM #230M SERIES EXTENSION(OR EQUAL)75 LBS.MIN.FOR STANDARD DRAWERS. HORIZONTAL RUNS UNDER WINDOWS AND RECEPTACLES ON THE SAME STUD.PAINT. ACCURIDE#4032(OR EQUAL)HD/FULL EXT 150 LBS.MIN.FOR HD AND FILE DRAWERS. Q Of O .
16.PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING 2. ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOW SILLS TO BE ROUTED THROUGH BUILDING J O
8. UPON REMOVAL OF WALL BASE,REMOVE RESIDUAL ADHESIVE AND PREP WALL TO PAINT READY CONDITION. 11.PULLS-98 MM GT0.0 WIRE PULLS. FINISH TO MATCH DOOR HARDWARE. W O � Q
RESTROOM FACILITIES. SHELL WALLS. DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS. w co (
17.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT WALL CONSTRUCTION MATERIALS 12.GENERAL CONTRACTOR TO PROVIDE CABINET MAKER WITH SINK TEMPLATE(SPEC SHEETS)FOR EACH SINK. 3. ALL NEW ELECTRICAL DEVICES TO BE WHITE.NYLON COVER PLATES NOT ALLOWED. CID �
PRE-CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER 1. PROVIDE STUDS,TRACKS,BRACING,FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE SINK CUTOUT SHALL BE DONE IN SHOP WHEN FEASIBLE AND BEFORE BACK SPLASH IS INSTALLED IN ALL Q � Z 4 4 0
COMMON BUILDING AREA BE USED FOR STORAGE. INSTALLATION. CASES TO ALLOW CUT OUT TO BE POSITIONED PROPERLY. ALL RAW EDGES OF CUT OUT AND BACK SPLASH 4. REPLACE ALL NON-WHITE EXISTING ELECTRICAL DEVICES TO WHITE.NYLON COVER PLATES NOT ALLOWED. _ U) g N N Z
TO BE SEALED. MINIMIZE COUNTERTOP BUILD UPS AT FRONT AND BACK OF SINK CUT OUT TO 5. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL AND BREAKER. O F_ �co F5
18.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED ON PLANS WHERE PHYSICAL ACCOMMODATE PLUMBERS SINK CLAMPS CLEARANCE. U LO W M M^ J
STRUCTURAL PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED 6. PROVIDE TYPEWRITTEN UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS.
19.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, 13.WORK/COPY/STORAGE CABINETS-BASE CABINETS WITH P-LAM TOP ON PARTICLE BOARD DECKING. SCRIBE 0 O O �
LIVE LOADS. DESIGN FRAMING IN ACCORDANCE WITH AISI SG-073. LID
ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. COUNTERTOPS TO WALLS. ALL CABINETS OPEN MELAMINE STANDARD INTERIORS WITH DRAWERS,U.N.O. 7. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN EXIT PATH SHOWN ON PLAN EQUAL TO � d U') L0 m
20.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446/A 446 M GRADE A(33000 UPPERS AT 15"D X 30"H -ATTACH UPPERS TO WALL WITH FRENCH CLEAT. BASES AT 24"D X 36"H. P-LAM AT 1-FOOTCANDLE.
PSI)G60. TOE/BASE. ALL SHELVES ADJ.HOLES AND POST(1 AT BASE,1 AT UPPERS). 11.FOR FLOOR POWER AND DATA ACCESS.
21.CLEAN ADJACENT EXTERIOR AREA,I.E.WALKS,EXTERIOR GLASS,ETC. 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR 21 00 00 FIRE SUPPRESSION : DESIGN/BUILD
22.FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS. AN APPROVED EQUAL. a. AT RAISED SLABS:USE E WIRE
O RCF FLUSH POKEH 6CTHRU SERIES OR EQUAL
23.CLEAN ALL SUPPLY AND RETURN DIFFUSERS AT PROJECT COMPLETION. 5. STANDARD GYPSUM BOARD SHALL BE TYPE W,5/8"THICK WITH TAPERED EDGES CONFORMING TO ASTM 1• ANY DEMOLITION,MODIFICATION, E INSTALLATION OF FIRE PROTECTION EQUIPMENT MUST BE PERFORMED b. AT SLAB ON GRADE:USE FURNITURE
RFB4EFEEDS. BOX WITH BCTC2 COVER AT CONFERENCE ROOMS
BY A CITY OF VANCOUVER ENDORSED CONTRACTOR UNDER A SEPARATE PERMIT. AND 6CFFTC COVER AT FURNITURE FEEDS.PROVIDE 1"CONDUIT FOR POWER AND 2'CONDUIT FOR
24.UPON COMPLETION OF THE PROJECT,THE CONTRACTOR MUST PROVIDE A DETAILED CLOSEOUT PACKAGE C-36. 2. PROVIDE SPRINKLERS THROUGHOUT SPACE AS REQUIRED BY CODE. SPRINKLER HEADS SHALL BE DATA. -
PER INSTRUCTIONS INCLUDED IN THE CONSTRUCTION CONTRACT.RETENTION WILL BE HELP PER CONTRACT 6. TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. CENTERED IN 2 X 2 CEILING TILE.LAYOUT OF SPRINKLERS BY CONTRACTOR. SPRINKLER LAYOUT IN ALL HARD 12.LOW VOLTAGE SYSTEMS(TELECOMMUNICATION AND DATA)BY FUTURE TENANT.
UNTIL THE COMPLETED CLOSEOUT PACKAGE IS RECEIVED AND HAS BEEN APPROVE BY THE CONSTRUCTION 7• USE GEORGIA PACIFIC DENSGLAS GOLD ON EXTERIOR FACE OF EXTERIOR WALLS AND COAT WITH STO FINISH CEILING AREAS(GYPSUM BOARD/PLASTER)TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO
MANAGER,ARCHITECT,AND PROPERTY MANAGER. SYSTEM. INSTALLATION. 13.LIGHTING ENERGY MANAGEMENT IS REQUIRED IN ALL BUILDINGS.
25.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, WALL CONSTRUCTION EXECUTION 3. IN NEW CEILING GRID SYSTEMS OVER 144 SF PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC MOVEMENT. 14.OCCUPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP.
FUNCTIONING PROJECT INCLUDING ALL GENERAL,MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED NO OOPS RINGS ALLOWED. 15.TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS,EQUIPMENT
TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED,REGARDLESS OF 1. FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND
WHETHER OR NOT SHOWN ON THE DRAWINGS. SCREWS. WELDING SHALL CONFORM TO AWS D13 WELDING PROCEDURE. ELECTRODES AND SCREW 23 00 00 HVAC : DESIGN I BUILD SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE
26.ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED"N.I.C'. CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DO NOT FIELD WELD MATERIALS LIGHTER THAN 18 GA GAS METER IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS.
----1. CONTRACTOR TO VERIFY-GAS METER AND TAG WITH THE TENANTS ADDRESSOR SUITE NUMBER. .--- 16.REMOVE ALL UNUSED DATA AND POWER BOXES AND INFILL WITH GYP BOARD.EXCEPTION-UNUSED DATA --- -- -- -- - --- -
_--'- - ----`-�- 27.'ALIGN"AS USED IN THESE DOCUMENTS,MEANS TO ALIGN THE-FINISHED FACES OF ELEMENTSiN THE SAME - -- -
PLANE,EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. 2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS METER IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR BOXES UNDER WINDOW SILLS TO REMAIN. ALL BLANK COVER PLATES TO FINISH SPECIFICATIONS.
INDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD INSERTS. TO TENANTS MOVE-IN.
28.DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS.DRAWINGS ARE INTERRELATED. FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLABS. 17.REMOVE ALL UNUSED LOW VOLTAGE WIRING(TELEPHONE AND DATA)FROM THE RECEPTACLE TO THE
21.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS. POSITION HVAC-BID PROCEDURE DISTRIBUTION BOARD.LEAVE PULL STRINGS FROM THE BOX TO THE SPACE ABOVE THE CEILING. A SECTION
TWO WEEKS OF PROJECT AWARD.SAMPLES SHOULD BE NO LARGER THEN 11 X 17 AND TAGED WITH STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT 1. FOR BIDDING PURPOSES,THE HVAC CONTRACTOR WILL ASSUME THAT EXISTING HVAC EQUIPMENT IS IN OF THE EXISTING LOW VOLTAGE WIRE MAY BE LEFT IN LIEU OF A PULL STRING.
MANUFACTURES LABEL.PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE PROPER WORKING ORDER. OFFICE LIGHTING
REPLACEMENT AT CONTRACTOR COST.AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL JACK STUDS OVER OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE 2. INVENTORY EXISTING H.V.A.C.ROOFTOP UNITS AND SUBMIT TO ARCHITECT A CONDITIONS REPORT OF EACH 1. OFFICE LIGHT FIXTURES: LITHONIA LED FIXTURE.2BLT2 40L ADP MVOLT GZ10 LP835.
REQUIREMENT TO PROVIDE THE SPECIFIED ITEMS UNLESS SPECIFICALLY NOTED AS A SUBSTITUTION BY THE STUDS AT CORNERS, POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT TOP UNIT
CONTRACTOR AND SPECIFICALLY APPROVED BY THE ARCHITECT AS SUCH.REPLACE SUCH PRODUCTS AS AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TO THE TRACKS.PROVIDE LONG LEG 2. RECESSED LED DOWN LIGHT: LITHONIA LDN6 35110 L06 AR LD MVOLT TRW(IP55 LENS)
DIRECTED AT CONTRACTOR'S COST. TRACK AT TOP OF WALL TO ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE ABOVE. 3. LIST TONNAGE OF EACH UNIT. 3. OFFICE EGRESS LIGHTING:ISOLITE MINI GENIE SERIES LED VERSION LMIGN NM SQ-CEILING AND WALL
22.SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK,SPECIAL SYSTEMS,MECHANICAL,ELECTRICAL AND 4. REMOVE EXISTING FLOORING AT NEW WALLS UNLESS SPECIFICALLY INDICATED BY ARCHITECT. HVAC.-DESIGN PROCEDURE MOUNT. SEE PLAN FOR EGRESS PATH.USE OF ISOLITE INVERTER AS ALTERNATE TO BATTERY IS
PLUMBING SYSTEMS(INCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF ALL 5. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR 1. USE EXISTING AND/OR NEW EQUIPMENT TO DESIGN MECHANICAL H.V.A.C.SYSTEM PER DESIGN STANDARDS ACCEPTABLE.
SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE THE PROJECT. LISTED BELOW. 4. LIGHT SWITCHES:ACUITY CONTROLS PRE SET ALL PRIVATE OFFICE AND CONFERENCE.ROOM SWITCHES TO
COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR.SUBMITTALS MAY BE DELIVERED IN PDF "VACANCY"AND TO TURN ON AT LAST DIM LEVEL.SET TIME-OUT TO MAXIMUM.
FORMAT FOR REVIEW. 6. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURER'S RECOMMENDATIONS. 2. PRIOR TO AWARD OF CONSTRUCTION CONTRACT,H.V.A.C.CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR
23.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS 7. FINISH QUALITY: IIIIIIIIIIIII
REVIEW AND APPROVAL A FULL DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH a. STANDARD WALL SWITCH WITH OCCUPANCY SENSOR-USE WSD
NEW/RENOVATED WORK AND SYSTEMS UNTOUCHED BY THE TENANT IMPROVEMENT AS APPLICABLE.
CONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEERb. WALL SWITCH WITH OCCUPANCY SENSOR AND DIMMING-USE WSXD
LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE AREA PROCESS TRADE NOMENCLATURE INCLUDE THE FOLLOWING:
INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE OFFICE/OTHER AREAS TAPE/2 FINISH COATS'/ SMOOTH FINISH TAPED(LEVEL 4) a. DUCTING AND SIZES c. WALL SWITCH WITH DIMMING AND CEILING MOUNTED OCCUPANCY SENSOR-USE SPOD
CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE USG"FIRST COAT- 'SAND AFTER TAPE/FINISH COAT(S) • b. SUPPLY AND RETURN LOCATIONS AND CFM AT EACH GRILL OR DIFUSER
APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY NOTE:AT EXTREMELY DARK ACCENT WALLS PROVIDE LEVEL 5 FINISH. - 28 30 00 ELECTRONIC DETECTION AND ALARM
THE ARCHITECT PRIOR TO INSTALLATION.SUBMITTALS MAY BE DELIVERED IN PDF FORMAT FOR REVIEW. c. ROOF EQUIPMENT,SIZES AND LOCATIONS
24.000RDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE 8. FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS d. UNITS REQUIRING DUCTED SMOKE DETECTION GENERAL
INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. SHOWN ON PLANS. e. THERMOSTAT LOCATIONS AND ZONE/UNIT ASSOCIATED THEREWITH 1. FOR HORN/STROBE DEVICES USE"SYSTEM SENSOR"SPECTRALERT ADVANCE DEVICES,OR APPROVED 09 53 00 SUSPENDED ACOUSTICAL CEILING EQUAL.
01 23 00 ADD ALTERNATE PRICING REQUIRED I. ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMS 2. ALL FIRE ALARM WORK BY VENDERS LISTED BELOW: Is note is for buildings only.) Fma
i. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. (Th' g pcc240 and 241 TI's onl .
1. GLASS FOLDING WALL SYSTEM AT CONFERENCE ROOM.WALL TO EXTEND FULL LENGTH OF WALL.THIS WILL g. ZONE DIAGRAM
REQUIRE STRUCTURAL ENGINEERING.MODERNFOLD SOUND RATED WALL OR NON-SOUND RATED WALL. 2. FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING a. BUILDING REMODEL:POINT MONITOR.
HVAC DESIGN STANDARDS
CONSULT WITH TENANT FOR DIRECTION. SYSTEM,INCLUDING GRID,PANELS,AND HANGARS AND ACCESSORIES. b. FIRE PANEL REPLACEMENT:POINT MONITOR.
01 7329 CUTTING AND PATCHING AT CONCRETE SLABS AND SIDEWALKS 3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES,INC. THE FOLLOWING ARE MINIMUM DESIGN STANDARDS: c. SERVICE CALLS:POINT MONITOR. 14
1. PERFORM CUTTING AND PATCHING WITH SKILLED CRAFTSMEN EXPERIENCED WITH THE TYPE OF WORK 4. CO-ORDINATE CEILING WORK WITH INSTALLERS
RELATED WORK INCLUDING BUT NOT LIMITED TO d. QUARTERLY TESTING:STANLEY.
BEING UNDERTAKEN. INSULATION,GYPSUM BOARD,LIGHT FIXTURES,MECHANICAL
1. 350 SQUARE FOOT PER TON(UNLESS OTHERWISE APPROVED IN WRITING BY PACTRUST).SYSTEMS,ELECTRICAL SYSTEMS AND FIRE 2. ADDRESS LOADS BY SPECIFIC LOCATION AND USE,AS WELL AS CRITERIA PROVIDED TO PACTRUST BY e. FIRE ALARM MONITORING:STANLEY.
2. PROTECT EXISTING CONSTRUCTION TO PREVENT DAMAGE. SPRINKLERS. TENANT PRIOR TO CONSTRUCTION:
IL
3. PERFORM CUTTING USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS TO BE RETAINED. 5. PRODUCTS: a. EXTERIOR EXPOSURE AREAS
4. PATCH,USING MATERIALS IDENTICAL TO EXISTING MATERIALS THAT VISUALLY MATCH EXISTING ADJACENT
a. GRID-PRELUDE 24 XL 15/16'EXPOSED TEE(HEAVY DUTY) b. INTERIOR AREAS,SIZE AND USE U
SURFACES TO THE FULLEST EXTENT POSSIBLE. b. TILES-ARMSTRONG FINE FISSURED#1732,24x 24 x 5/8"W/ANGLED TEGULAR EDGE c. CONFERENCE/TRAINING ROOMS J
5. PATCH WITH DURABLE,INVISIBLE SEAMS THAT ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. c. TILES-ARMSTRONG DUNE#1775,24 x24 x6/8'W/BEVELED TEGULAR EDGE d. COMPUTER/SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION
6. AT CONCRETE SLAB REPAIRS(POUR BACKS),PROVIDE#3 x 12"LONG REBAR DOWELS AT 24"O.C. MIN.WITH d. ACCESSORIES-MANUFACTURERS'STANDARD AND 24-HOUR USE.VERIFY NEED FOR A SEPARATE SPLIT SYSTEM TO MAINTAIN TEMPERATURE. O
MIN.6"PENETRATION INTO EXISTING CONCRETE AND MIN.OF 6"EXPOSURE INTO POUR BACK.CENTER 6• ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRIM TILE EDGE TO CREATE TEGULAR EDGE 3. SYSTEM DESIGN CRITERIA-SIZE ZONES FOR 3-5 TON UNITS BASED ON USE&EXPOSURE CRITERIA. W O
DOWEL IN SLAB DEPTH. PACKAGED OR SPLIT SYSTEM EQUIPMENT GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES. U-1
CONDITION SO THAT CEILING TILES LAY FLAT. f-
VAV OR WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3 TONS SHALL BE SPLIT INTO MULTIPLE
7. REMOVE PATCHES THAT ARE VISUALLY UNSATISFACTORY IN THE ARCHITECTS OPINION AND REPLACE AT NO 7. CEILINGS LESS THAN OR EQUAL TO 144 SF AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ZONES. W W t
ADDITIONAL COST. ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS. 4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY&RETURN GRILLES. 0 U) V
08 10 00 DOORS AND WINDOWS 8. CEILING AREAS OF 1,000 SF OR LESS SHALL BE EXEMPT FROM LATERAL-FORCE REQUIREMENTS. 5. VACANT SPACE SHALL HAVE DEDICATED GAS SERVICE FOR FUTURE BUILD-OUT OR FREEZE PROTECTION. W LU N
1. RE-USE EXISTING DOORS,HARDWARE,AND FRAMES WHERE POSSIBLE. 9. INSTALL CEILING GRID WITH TWO EDGES ATTACHED TO ADJACENT WALLS. THE OTHER TWO EDGES SHALL BE H ti
ATTACHED TO WALL MOLD USING BERC2 ATTA ALLOWING THOSE TWO SIDES TO FLOAT. 6. UNITS: LENNOX,TRANE,YORK OR CARRIER-7 1/2-TON MAXIMUM UNIT SIZE. ANY UNIT IN EXCESS OF 7 1/2
` 2. APPROVED DOOR,FRAME,AND HARDWARE SUPPLIERS INCLUDE: TONS SHALL HAVE SPECIAL WRITTEN APPROVAL FROM PACTRUST.. O � Q O
a. BAXTER AND FLAMING. (503)225-0486 10.PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT CONTIGUOUS CEILING GRID AREAS TO 7, HVAC UNITS EQUAL TO OR GREATER THAN 5-TONS TO HAVE DUCT SMOKE DETECTORS AND BE CONNECTED n 0 0 W
NO MORE THAN 2500 S.F.THE STATIONARY SIDE OF THE JOINT SHALL PERMIT THE INSTALLATION OF A LIGHT TO A MONITORING STATION WITHIN THE BUILDING. r+ 0 Z 0
b. D&D DOOR (503)205-5533 FIXTURE IMMEDIATELY ADJACENT TO THE JOINT. N
c. BENSON INDUSTRIES (503)907-2200 11.INSTALL TWELVE GAUGE VERTICAL HANGER WIRE TIES 4 FT ON CENTER WITH THREE TIGHT TURNS AROUND 8. ROOF TOP UNITS SHALL BE PLACED 24'MINIMUM FROM ROOF EDGE TO CENTER OF UNIT. MULTIPLE UNITS O Q
' U
d. GRANT SUPPLY (360)887-0647 THEMSELVES WITHIN THREE INCHES.INSTALL PLUMB WITHIN 1:6 UNLESS COUNTER SLOPING WIRES ARE SHALL BE PLACED SYMMETRICALLY IN A LINE BASED ON LOAD CALCULATIONS BY STRUCTURAL ENGINEER.
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PROVIDED.CONNECTIONS AT SUPPORTING STRUCTURE TO CARRY NOT LESS THAN 100 LBS.EACH TERMINAL 9. CURBS: 14"HIGH CURBS. ASSEMBLED AND LEVELED TO ROOF,ANCHORED TO STRUCTURAL MEMBERS 0 _U U) J
3. DOOR AND RECITE FRAMES SHALL BE ALPHA ALUMINUM PRODUCTS,INC.(AAP)OR APPROVED. SUBMITTAL END SHALL BE SUPPORTED WITHIN 8 INCHES OF EACH WALL. BELOW ROOFING. LN �
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REQUIRED PRIOR TO ORDERING MATERIAL.NEW FRAMES TO BE FACTORY FINISH CUSTOM COLOR. 12.PROVIDE LATERAL-FORCE BRACING AT GRID MAIN WITH RIGID VERTICAL STRUTS TWELVE FEET ON CENTER a. PROFESSIONALLY ROOF IN ALL CURBS AND PENETRATIONS BY PACTRUST APPROVED ROOF Q O
4. FIELD VERIFY EXISTING DOOR,FRAME AND HARDWARE FINISH PRIOR TO ORDERING. ALL NEW DOORS, EACH WAY BEGINNING WITHIN SIX FEET OF PERIMETER EDGE. CONTRACTOR. SEE DIVISION 1 GENERAL NOTES THIS PAGE. W
FRAMES AND HARDWARE TO MATCH EXISTING BUILDING STANDARDS. 13.INSTALL 12 GAUGE SEISMIC SPLAY WIRE TO THE MAIN BEAM WITHIN 2 INCHES OF EACH VERTICAL STRUT. b. .UNIT MUST BE LEVEL,SEALED WITH NO AIR LEAKS AND COUNTER FLASHED. W d � 13-
5.
5. ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. WIRES TO BE ARRAYED 90 DEGREES FROM EACH OTHER AND AT AN ANGEL NOT EXCEEDING 45 DEGREES c. CONDENSATE MUST BE TRAPPED AT UNIT.
LANE OF THE CEILING.ATTACHE SPLAY WIRES TO GRID AND TO THE STRUCTURE IN SUCH A DATE: 2
6. DOOR HARDWARE SHALL BE SCHLAGE AL SATURN OR D RHODES SERIES U.N.O. FROM THE P021 .02.25
7. ALL DOOR HARDWARE SHALL BE INSTALLED WITH A 2 3/4"BACKSET. A MANNER FETY FACTOR OF 2N SUPPORT
A MMINIMUM
GREATDESIGN LOAD OF 200 LBS OR THE ACTUAL DESIGN LOAD,WITH 10.SEISMICALLY ATTACH UNIT TO CURB IN CODE-APPROVED METHOD. PERMIT/BID SET
R. 11.ALL GAS PIPING SHALL BE STANDARD BLACK STEEL PIPE W/SUPPORTS PER CODE. PIPING SHALL BE RUN
8. DOOR FINISH SUBMITTAL:CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DOOR FRAMES,DOOR 14.VERTICAL STRUTS TO BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE ABOVE. INSIDE OF BUILDING W/LEAD FLASHINGS AT ROOF PENETRATIONS. LEAD ROOF JACKS TO BE SEALED AND
HARDWARE AND DOORS AS WELL AS A CONTROL SAMPLE OF THE FINISHED DOOR SKIN W/STAIN AND FINISH CLAMPED(STAINLESS STEEL WORM GEAR).
APPLIED(IF NEW DOORS ARE BEING PROVIDED). BEFORE FINISHING OF DOORS IS COMMENCED ARCHITECT 15.USE ARMSTRONG BERC2 CLIPS TO SATISFY SEISMIC WALL CONNECTION REQUIREMENTS.SEE DETAIL. REVISION
SHALL APPROVE CONTROL SAMPLE. FINISHED PRODUCT IS SUBJECT TO REJECTION BY ARCHITECT IF THIS 16.INSTALL SPREADER BARS AT TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS AT UNATTACHED 12•ALL EXISTING AND NEW GAS PIPING EXPOSED TO THE EXTERIOR TO BE PROTECTED FROM RUST AND
PROCESS IS NOT FULLY ADHERED TO AND FIELD PRODUCT DOES NOT MATCH THE APPROVED CONTROL EDGES.SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 CORROSION WITH OIL BASED PAINT(COLOR GREY).
SAMPLE. INCHES OF THE PERIMETER WALL. 13.LOW VOLTAGE IN SEALTITE CONDUIT FROM BELOW ROOF LINE DIRECT TO UNIT. DO NOT EXCEED BEND 1
9. ALL INTERIOR GLAZING SHALL BE TEMPERED. iTIN EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES. RADIUS OF MANUFACTURER'S GUIDELINE.
10.I14 ALPHA ALUMINUM CLEAR ANODIZED PRODUCTS USE GRAY SEALS.MATCH IF EXISTING.ALL OTHER 18.TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF LEVEL OVER THE ENTIRE SPACE. 14.ECONOMIZER TO MEET CODE AND AS FOLLOWS:
2.
CONDITIONS USE BLACK. a. 6 TONS AND ABOVE MUST HAVE ECONOMIZER. -
11.DEAD BOLT LOCKS AT NEW EXTERIOR DOORS TO BE INSTALLED WITH A SCHLAGE MORTISE DOUBLE 19.BENT OR DAMAGED T-BARS TO BE REPLACED.
CYLINDER 20-013C 'C'KEYWAY;SOLID BRASS;WITH ADAMS-RITE CAM AND COMPRESSION RING 1 1/8"LENGTH 2O.REPAIR HOLES IN GRID FROM REMOVED WALLS. USE OF ARMSTRONG"BP ES-4"EXPANSION SLEEVE b. BAROMETRIC RELIEF ON 5-7 1/2 TON UNITS. 3'
WITH HARDENED CYLINDER GUARD RING KEEDEX K-24. FINISH TO MATCH BUILDING STANDARD. ACCEPTABLE. c. 8 TONS AND ABOVE MUST HAVE POWER EXHAUST.
4.
12.PATCH AND REPAIR ALL HOLES OR DAMAGE TO EXISTING STOREFRONT WINDOWS AND DOORS.TOUCH UP 09 6519 RESILIENT FLOORING-VINYL COMPOSITION TILE d. 1 1/2 THRU 4-TON OSA INTAKE WITH DAMPER.
FINISH FOR AS NEW LOOK. 1. FINISH FLOORING TO EXTEND UNDER CASEWORK. 17.ALL UNITS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE REQUIREMENTS. 5
13.TOUCH UP ALL EXISTING INTERIOR DOORS AND FRAMES FOR AS NEW LOOK. 2. INSTALL TILES IN QUARTER TURN PATTERN U.N.O. %DISTRIBUTION DUCTWORK:
6.
14.OVERHEAD DOORS;WAYNE DALTON THERMOSPAN 125,EXTERIOR WHITE/STUCCO. FLUSH STEEL INSULATED, 09 68 00 CARPET a. SPIRAL DUCT PERMITTED ONLY IF EXPOSED.
2"THICK;STANDARD LIFT OPERATING STYLE WITH TRACK AND HARDWARE. OPERATION;PULL ROPE FOR 1. BROADLOOM b. 26 GAUGE OR TO SMACNA STANDARDS WHERE DUCT IS CONCEALED ABOVE A CEILING. 7•
DOORS TO 10'TALL,CHAIN HOIST FOR TALLER DOORS.
15.TUNE UP EXISTING OVERHEAD DOORS FOR SMOOTH OPERATION. WORK INCLUDES: 2. CARPET SQUARE(24'X24-NOMINAL) C. WRAP CONCEALED SUPPLY DUCTWORK IN NON-CONDITIONED AND SEMI-CONDITIONED SPACE WITH 8.
a. ADJUST OVERHEAD SPRING TENSION TO MEET MANUFACTURER'S SPECIFICATIONS. a. INSTALL IN VERTICAL ASHLAR PATTERN U.N.O. MINIMUM R4.2 INSULATION WITH FSK BARRIER.
3. CARPET PLANK(12'X 36'OR 18'X 36') - d. HANGERS 12 GAUGE WIRE OR 18-GAUGE 1"WIDE STRAP. EXPOSED DUCT MUST HAVE ALL THREAD
b. REPLACE TOP AND BOTTOM DOOR SEALS AS NEEDED. HANGERS AND FULL DIAMETER STRAP UP TO 18"0. LARGER THAN 18"MUST HAVE SADDLE TYPE CLAMP.
a. INSTALL IN RANDUM ASHLAR PATTERN U.N.O. DRAWN BY:
G REPLACE BENT TRACKS AND PANEL SECTIONS. 4. USE SCHLUTER TRANSITIONS PER FLOOR TRANSITION DETAILS. e. BRANCH DUCTS SHALL BE PLUMB AND SQUARE(NO OCTOPUS). TEES SHALL BE MAXIMUM OF 45
d. REPLACE ROLLERS AND HINGES AS NEEDED. DEGREES.
e. REPLACE ROPES AS NEEDED. 09 91 23 PAINTING I. EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH.
f. LUBRICATE ROLLERS. INTERIOR: g. ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN.24"ABOVE FINISH CEILING.
08 11 13 HOLLOW METAL DOORS AND FRAMES 1. WALLS: 20.FLEX DUCT WILL,BE NO LONGER THAN 8'FROM RIGID DUCT DOWN TO DIFFUSER.
1. DOOR: 18 GAUGE,1Y.'THICK,GALVANIZED HOLLOW METAL DOOR,SEAMLESS EDGES,FULLY ENCLOSED AND a. PRIME NEW DRYWALL WITH MILLER PAINT HIGH-BUILD"SUPER SEAL"PRIMER. 21.DIFFUSERS:
SEALED TOP,BONDED POLYSTYRENE OR POLYURETHANE CORE,RUST INHIBITIVE PRIMER. ELECTRICAL b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT a. SUSPENDED CEILING SYSTEM(T-BAR)-PERFORATED FACE ADJUSTABLE CURVED BLADES-DESIGN
ROOM DOORS 42"WIDE. 1204-XX WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER PAINT 170-5-XX S/G TITUS PCS SUPPLY AND TITUS PAR RETURN OR APPROVED EQUAL.
2. FRAME: 16 GAUGE,GALVANIZED METAL WITH WELDED CORNERS,2"FACE DIMENSION,5/8"INTEGRAL LATEX ENAMEL. b. GYPSUM BOARD CEILING;SUPPLY-CURVED BLADE W/OBD DESIGN TITUS 250;RETURN-BAR TYPE-
. STOP,RUST INHIBITIVE PRIMER. 2. DOORS AND FRAMES: DESIGN TITUS 350;EXHAUST-METAL OR ALUMINUM-1/2"x 1/2"EGG CRATE DESIGN TITUS 50F.
3. HARDWARE: 11A PAIR,41A X 4'A BALL BEARING BUTTS WITH NON-REMOVABLE PINS,SCHLAGE ND53PD RHODES a. WOOD-PRIME WITH ALKYD OIL UNDER-COATER,SAND,FILL ALL FASTENING HOLES WITH PAINTER'S c. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT OR NEAR CLOSEST Aiiiiiiiiiiiiiiiiii 1
ENTRANCE LOCK WITH 5-PIN C-KEYWAY KEYED TO PACTRUST BLUE KEY,SURFACE MOUNTED CLOSER,TOP PUTTY,CAULK ALL CRACKS IN CASINGS AND BETWEEN JAMBS AND WALLS USING DAP LATEX CAULK, WYE BRANCH.
DRIP,BOTTOM SWEEP,LOCK GUARD,AND THRESHOLD. ELECTRICAL ROOM USE VON DUPRIN 35A-NL EXIT RIM AND FINISH WITH SATIN OIL ENAMEL. d. CLEAN OR REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS AT PROJECT
DEVICE WITH NIGHT LATCH EXTERIOR TRIM. HARDWARE FINISH SATIN CHROME(US26D). b. WOOD-STAIN,SEAL AS REQUIRED,AND VARNISH WITH SATIN VARNISH. COMPLETION.
-----------
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GENERAL NOTES - DEMO KEYED NOTES CONSTRUCTION LEGEND GENERAL NOTES - NEW KEYED NOTES CONSTRUCTION LEGEND
A. IT SHALL BE THE CONTRACTOR'S AND/OR THE O FLOORING TO BE REMOVED IN THIS LOCATION. -- EXISTING WALLS TO BE REMOVED IN THEIR A. IT SHALL BE THE CONTRACTOR'S AND/OR THE O o EXISTING TO REMAIN
ALL ADHESIVE TO BE REMOVED DOWN TO ENTIRETY AND TO EXTENTS INDICATED.THIS 6" MTL STD WALL
- - -- - - SUBCONTRACTOR'S RESPONSIBILITY TOVERIFY --- -- __ _.._ __ . ___ S.UBCONTRACTOftS_RESPONSIBILITY TO VERIFY
CONCRETE. PREP FLOOR FOR NEW FLOORING. INCLUDES ALL ELECTRICAL,PLUMBING,DOORS, _ -- - - -- NEW STANDARD WALL WITH INS. — — —--
ALL DIMENSIONS, DETAILS,AND JOB SITE FRAMES AND ASSOCIATED FASTENERS. ALL DIMENSIONS, DETAILS,AND JOB SITE 2 OPENING IN WALL TO BE 4'-0"WIDE BY 8'-0"
CONDITIONS PRIOR TO PROCEEDING WITH THE CONDITIONS PRIOR TO PROCEEDING WITH THE O TALL.
WORK,AND REPORT ANY DISCREPANCIES TO WORK, AND REPORT ANY DISCREPANCIES TO NEW FURNITURE POWER AND DATA FEED FOR a (E)ELECTRICAL PANEL
THE ARCHITECT BEFORE STARTING THE ARCHITECT BEFORE STARTING O SYSTEMS FURNITURE.
CONSTRUCTION. CONSTRUCTION, ea FIRE EXTINGUISHER IN RECESSED CAB.
4 NEW FURNITURE POWER AND DATA FEEDS FOR es
B. REFER TO DRAWING 2/A-2 FOR NEW FLOOR PLAN. B. REFER TO DRAWING 1/A-2 FOR NEW REFLECTED O SYSTEMS FURNITURE. POSSIBLE NEED OF(2) FIRE EXTINGUISHER-SURFACE MOUNTED0
CEILING PLAN. NEW FURNITURE FEEDS. CHECK WITH 0 THERMOSTAT
C. REFER TO SHEET A-1 FOR GENERAL PROJECT FURNITURE PROVIDER.
SPECIFICATIONS. C. REFER TO SHEET A-1 FOR GENERAL PROJECT IT ROOM TO HAVE A DEDCICATED A/C MINI ® FLUSH MOUNT FLOOR MONUMENT W/POWER AND DATA
SPECIFICATIONS. O SPLIT UNITS.
D. WALLS TO BE PAINTED PER SCHEDULE. O IT ROOM-COORDINATE LOCATION OF DATA
----- ---------- -------------------------- - -- - - — AND POWER WITH TENANT NEEDS. MAINTAIN
7-71
E. AT INTERSECTIONS BETWEEN WALLS TO REMAIN T-0" MINIMUM CLEARANCE IN FRONT OF
® AND WHERE WALLS HAVE BEEN REMOVED, ELECTRICAL PANEL.
PATCH AND PAINT TO RESEMBLE ADJACENT FLOOR POWER AND DATA MONUMENT TO BE
® WALLS. O CENTERED WITHIN ROOM. 2" CONDUIT TO RUN
TO WALL AND INTO WALL BOX.WALL BOX TO BE .,
MOUNTED AT 5'-O"AFF TO CENTER OF BOX. F&
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DATE: 2021 .02.25
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REVISION
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2.
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3.
3 REFLECTED CEILING PLAN 4-
z
A-2 SCALE 1/8" = 1'-O" 5.
GENERAL NOTES - DEMO KEYED NOTES CEILING LEGEND 6-
7.
A. IT SHALL BE THE CONTRACTOR'S AND/OR THE 1 RECESSED, SWITCH CONTROLLED, PROJECTION 8 2 X 2 LED BLT CEILING FIXTURE 8,
SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY O SCREEN.WIRE TO SWITCH BY ENTRY DOOR.
ALL DIMENSIONS, DETAILS, AND JOB SITE PROVIDE POWER FOR SCREEN. CENTER
SCREEN ON WALL. RECESSED LED LIGHT(TYP.)
CONDITIONS PRIOR TO PROCEEDING WITH THE DRAWN BY:
WORK, AND REPORT ANY DISCREPANCIES TO CEILING MOUNTED PROJECTOR LOCATION. $ STANDARD SWITCH
THE ARCHITECT BEFORE STARTING O PROVIDE POWER AND DATA FOR PROJECTOR. ® OCCUPANCY SWITCH
CONSTRUCTION. CENTER PROJECTOR ON SCREEN. CONFIRM
DISTANCE WITH TENANT AND AV INSTALLER. '0 CEILING OCCUPANCY SENSOR
B. ITEMS TO BE REMOVED oOR MOVED ARE SHOWN
DASHED. ® RECESSED,CEILING MOUNTED EMERGENCY EGRESS
LIGHT 90 MINUTE BATTERY POWER.
C. REFER TO SHEET A-1 FOR GENERAL PROJECT
SPECIFICATIONS. SUPPLY DIFFUSER
D. ADJUST EXISTING HVAC PER NEW LAYOUT. ® RETURN DUCT
® EXHAUST FAN
E. ADJUST FIRE SPRINKLERS PER NEW LAYOUT. TILE SPRINKLER HEAD
A EXIT SIGN(LED GREEN)
A, r
ze \� MICHAEL
B^ 36" 36• 100. W WIRE IbTHWANG n
SS-1 TRANSACTION COUNTER DUPLEX OUTLET 1/4'REVEAL, SS-1
TRANSACTION COUNTER SUPPORT. DATA OUTLET SS 1 PAINT OUT BLACK
IN WRAP WITH PLAM-3.
S� PORTLAND,OREGON�O
P.LAM.-3 TOP 114'REVEAL.PAINT BLACK. 5851
P.LAM.-4 FACE --- P. -5 FA 1 Ik E + 'Y 2 LAYERS 3/4•PLY SUPP RT / / P O
'111 ALIGN AT MID POINT OF fn 1/44 EV�AL, /
_ 24" ADA TRANSACTION SURFACE _ ' I g �i TRANS ACTION COUNTER.
-PLAM-2 TOP a =i �V :1 I P.LAM.-5 F PL4 PLAM-3 TOP PAINT OUT BLACK P RpOJ ECT #21160
STEEL PLATE 3/4'z 1-1/2 HARD WOOD STEEL PLATE STEEL PLATE
EDGE.EASE EXPOSED EDGES
TO 1/8'RADIUS. /
PL-4 FACE COUNTER COUNTER COUNTER /
-
a N SUPPORT CLEAR COAT FINISH. SUPPORT SUPPORT
P.LAM.-5 FACE 20'
n
3/4-PLYWOOD"RIBS-@ 3/4'PLYWOOD'RIBS'@ 4) N
16"O.C.AND AT 16'O.C.AND AT _ �11''►►^
• m BRACKETS BRACKETS 3" 3' PL-3 V
yW-. P.LAM-3 FACE P.LAM.-5 FACE PL-3
Z
P.LAM.-3 FACE
a I�R BASE '�FINISH FLOOR RUBBER BASE a RUBBER BASE a RUBBER BASE
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(a)RECEPTION DESK <
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AD,.SHELF ADJ. HELF M 1,
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_-- ADJ.SHELF - _ ADJ.SHELF -_ ADJ.SHELF mN
---- ---- - --- - --- - - --- ---- -
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ABNETFACES ADJ. • boy `h
------ AND D E PL-1 .
ALPHA SIDE LITE FRAME AT DOOR ..............�..' N '�-
W/TEMPERED GLAZING
9' F
(6)EQ CABINETS 2'-4"
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3"2 P-LAM BASE
HUDDLE ROOM RELITE 3 MAIL / COPY CABINETS /"4CABINETS 5 RECEPTION DESK PLAN
A-3 SCALE 1/2" = 1'-0"
A-3 SCALE 1/2" = V-0" A-3 SCALE 1" = V-0" A-3 SCALE 3/4" = V-0"
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FINISH MATERIALS W W
DOOR SCHEDULE ALL FINISHES MUST BE SUBMITTED TO ARCHITECT PRIOR TO INSTALLATION. W LLLI N
DOOR DATA FRAME DATA HARDWARE N
.. FIRE RATING REMARKS MARK CARPET PLANK: O � Q rn
MARK DOOR SIZE THK CORE VENEER FINISH HAND IMANUF. FINISH DEPTH ACTION MANUFACTURER FINISH FUNCTION CPT-1 MOHAWK GROUP PTR-CARPET PLANK"ICONIC EARTH"DRIFTED GROUNDBT389/ p 0 o
103 3'-0" x 8'-0" 1 3/4" SC ETR ETR Left ETR ETR 4 7/8" -- LEVER LATCH ETR ETR ETR -- 103 QB389 358 CLASSIC RIDGE, FLEXLOK CONNECTORS 0 N O
START PATTERN AT ENTRY DOOR. RUN PLANKS EAST-WEST, O h p
104 3'-0" x 8'-0" 1 3/4" SC AFRICAN MAHOG WALNUT-70284-A Left I ALPHA NAT ALUM 4 7/8" - LEVER / LOCK i SCHLAGE 626 ND80PD -- 104 OFFSET ASHLER PATTERN. U Zg
109 3'-0" x 8' 0" 1 3/4" SC ETR ETR Right ETR ETR 4 7/8" -- LEVER/LOCK ETR ETR ETR -- 109 WALK OFF CARPET LL cel
110 3'-0" x 8' 0" 1 3/4" SC ETR ETR Left ETR ETR 4 7/8" -- LEVER/LOCK ETR ETR ETR -- 110 WOC MOHAWK GROUP TUFF STUFF II- STEP UP II -983 IRON ORE, DIRECT GLUE USE Q Q W
_________- - --_--- -___ _-__- _-..__ MOHAWK M700 ADHESIVE. (M95.0 IN HIGH MOISTURE AREAS) W
113 T-0" x 8'-0" 1 3/4" SC AFRICAN MAHOG WALNUT-70284-A Left ALPHA NAT ALUM 4 7/8" - LEVER LATCH SCHLAGE 626 ALX10S 3'-0" SIDELITE 113 MONOLITHIC PATTERN. d d
--- ` -- T --- _-- DATE: 2021 .02.25
114 T-0" x 8'-0" 1 3/4" SC AFRICAN MAHOG WALNUT-70284-A_ Left ALPHA NAT ALUM 4 7/8" - LEVER LATCH SCHLAGE 626 ALX10S -- — 114 LUXURY VINYL TILE
g _ � LVT MOHAWK GLOBAL ENTRY- MATUTOPLUS-927 SONIC SILVER PERMIT/BID SET
116 3'-0" x 8' 0" 1 3/4" SC AFRICAN MAHOG WALNUT-70284-A 1 Right ALPHA NAT ALUM 4 7/8" LEVER LATCH 626 ALX10S 6-0 SIDELITE 116 START PATTERN AT BREAK ROOM DOOR. RUN PLANKS NORTH-
SOUTH, OFFSET ASHLER PATTERN. REVISION
FINISH SCHEDULE VINYLCOMPOSITTILE
VCT ARMSTRONG STANDARD EXCELERON -SOFT WARM GRAY 51861 121n x 121n 1
WALLS CLG. SOLID SURFACE 2.
RM# NAME FLOOR BASE NORTH EAST SOUTH WEST CEILING HT REMARKS RM# SS-1 PENTAL QUARTZ 3.
PLAM 4.
100 LOBBY ETR ETR PT-1 PT-1 PT-1 PT-1 ETR 12'-0" 100 PL-1 WILSONART MATCH EXISTING CASEWORK
--4
_--- _-..--- _-- _— -_ _____ PL-2 WILSONART MATCH EXISTING CASEWORK 5.
101 RECEP ETR ETR PT-1 PT-1 PT-1 PT-1 ETR 9'-0" - 101
- - ...... --- ---- - - ----.---- PL-3 WILSONART 4886-38 PEARL SOAPSTONE - RECEPTION DESK SURFACE 6
102 OPEN OFFICE ETR ETR PT-1 I PT-1 PT-1 PT-1 ETR 9'-0" - 102 PL4 WILSONART 7985-38 MORELIA MANGO -RECEPTION DESK FACE
103 CONFERENCE ETR ETR PT-1 PT-1 PT-1 PT-1 ETR 9'-0" - 103 PL-5 WILSONART D91-60 SLATE GREY - RECEPTION DESK INTERIOR 7•
104 I HALL ETR ETR PT-1 PT-1 PT-1 PT-1 ETR 9'-0" 104 BASE $.
106 MAIL/COPY ETR ETR PT-1 PT-1 PT-1 PT-1 ETR 9'-0" 106 RF FLEXCO 4" FLAT RUBBER BASE, 071 BLACK/BROWN,AT ALL CARPET AREAS.
107 BREAK ROOM ETR .ETR PT-1 PT-1 PT-1 PT-1 ETR 9'-0 107
RC FLEXCO 4"COVE RUBBER BASE, 071 BLACK/BROWN,AT ALL HARD SURFACES
`- - - --- _.-.. ...--- -- DRAWN BY:
108 HALL ETR ETR PT-1 PT-1 PT-1 PT-1 ETR 9-0" 108 PAINT
109 RR ETR ETR PT-1 PT-1 PT-1 PT-1 ETR 9'-0" 109 PT-1 MILLER 110-4-10 ACRO PURE ULTRA-LOW VOC 0017 LUNA MOON, EGGSHELL LATEX.
110 RR ETR ETR PT-1 PT-1 PT-1 PT-1 ETR 914" 110
111 IT VCT 4" RC PT-1 PT-1 PT-1 PT-1 ETR 9'-0" - 111
112 BREAK ROOM ETR ETR PT-1 PT-1 PT-1 PT-1 ETR 9'-0" - 112
-- - ..... - - -- -
- - ---
113 OFFICE ETR ETR PT-1 PT-1 PT-1 PT-1 ETR 9'-0" - 113
114 STORAGE ETR ETR PT-1 PT-1 PT-1 PT-1 I ETR 9'-0" 114
A� 3
— -- - - -- -
115 OPEN OFFICE ETR , ETI R PT-1 PT-1 1 PT-1 PT-1 I ETR 9'-0" 115
116 HUDDLE ETR ETR PT-1 PT-1 PT-1 ' PT-1 IETR 9'-0" 116
DETAIL GENERAL NOTES:
1. FOR WALLS UP TO 14'-0"TALL, USE 3625125-30 MTL. STUDS @24-O.C. UNLESS
AS SCHEDULED \� MICHAEL
CALLED OUT OTHERWISE IN DETAIL. USE 3_62__T1_25-30 MTL. TRACK. 8" MAX. 8"MAX.
� WIRE THWANG
2. FOR WALLS OVER 14'-0"TALL, USE 6005125-33 MTL. STUDS @ 16"O.C. UNLESS SA SCHEDULED W n
CALLED OUT OTHERWISE IN DETAIL. USE 600T125-33 MTL. TRACK. BLDG. FLOOR OR ROOF STRUCTURE
3. ALL WALLS: ATTACH BOTTOM TRACK TO FLOOR WITH POWDER DRIVEN ANCHORS o o
AT 24" p, SEALANT IN 1/2" SPACE, EA SIDE. cp PORTLAND,OREGON
4. IN WALZiWITH ACOUSTIC INSULATION, SET BOTTOM TRACK IN BED OF SEALANT. DEFLECTION CHANNEL ® 95851
y I Ile,
5. FOR WALL FINISHES, FLOOR FINISHES AND WALL BASE TYPE, REFER TO PROJECT BATT INSUL. W � � l� �I il;l1� \ � ` . � �z ` .� 0[ 0�
FINISH SCHEDULE. I{' i � fie" ` . /e" r
MTL. STUDS. 1 SII � I ' , � 11111 , � `
5/8" GYP. BD. I I I1 I; ARMSTRONG BERC2 CLIP 4 ARMSTRONG BERC2 CLIP e PROJECT #21160
POWDER DRIVEN ANCHORS BOTH SIDES SCREW ATTACHED " ' TEMP GLASS \ ATTACHED TO GRID UNATTACHED TO GRID
STRUCTURAL SUPPORTING CALCS: ATrACHEDWALL UNATTACHED WALL Q
Z ; W
1. POWERS 0.300 HEAD (3/4"EMBED) 0.145 SHANK DIAMETER a w _ Q
x ---- o W MAx HANGER WIRE W/STRUT AND SPLAY WIRES
ALLOWABLE SHEAR = 70 LBS w X 5 = HANGER WIRE PER CEILING BRACING DETAIL rr nn
2. 12'-0"TALL WALL WITH CODE REQUIRED 5 PSF MINIMUM LATERAL(WIND) LOAD w __—__ / U POP-RIVET V
SHEAR = 5 PSF* 12'-0"/2 = 30 PLF
3. ANCHORS AT 16"O/C / Lu
CROSS TEE MAIN BEAM CROSS TEE Q
SHEAR = 30 PLF * 16"/12" = 40 LBS o 0 0 0 #2'
0
4. UNITY CHECKCENTER LINE OF STUDao LBS/7o LBS = 0.57 < 1.o OK FREE ENDFIXTED END(FULL 24" SCHLUTER
BOTTOM TRACK TILE SECTION) SCHIENE AE30
5. ANCHORS AT 24"O/C � 7/8"ANGLE MOLDINGSEALANT IN 1/2" SPACE, EA SIDE. 2"ANGLE MOLDING UNATTACHED 0
SHEAR = 30 PUP *24"/12" = 60 LBS POP RIVET
FINISH FLOOR-TOP OF SLABEXPANSION JOINT THIS SIDE Z O
6. UNITY CHECK WALL BASE CPT VCT O
60 lbs/70 lbs =0.86 < 1.0 OK NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS"HEAVY DUTY". ALL CARPET TO VCT DETAIL Z M
CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100# CAPACITY Q O
N
GENERAL NOTES FULL HEIGHT WALL 1 MOUNTING HEIGHTS r_l_'�CEILING SEISMIC JOINTS 1 FLOORING TRANSITIONS
Q.
A-4 SCALE 1" = 1'-0" A-4 -SCALE 1" = V-0" SCALE 1/2" = 1'-0" A-4 SCALE 3" = V-0" A-4 SCALE 1" = 1" Q N
20 GA 3 1/2" METAL STUD BRACING TO ROOF
FLOOR AND/OR ROOF STRUCTURE O 0~) d
STRUCTURE AT 10'-0" OC TO BUILDING STRUCTURE ARMSTRONG BERC2 CLIP (AS ALTERNATE MEANS J WOO p Lo
ABOVE FOR WALLS LONGER THAN 12'-0"WITHOUT OF CONSTRUCTION FOR THIS PROJECT.) uJ It
INTERSECTING WALLS. FASTEN EACH END WITH AT LOCATIONS WHERE WALL Z
ADDITIONAL HANGERS AT ALL MAINS WITHIN 8"OF THE Q
(1)#8 SHEET METAL SCREW WHERE REQUIRED U) N �
CROSSES A CEILING'T',OR PERIMETER = (n g N N Z
RUNS DIRECTLY BELOW, FILL TYPICAL STUD APPROVED VERTICAL STRUT AT 12'-0"O.C. EA.WAY U Lo W ^^ OJ
SUSPENDED CEILING GAP WITH COMPRESSIBLE M M
FILLER STRIP. BEGINING WITHIN 6'-O" OF THE PERIMETER OF EACH C � O O O
CEILING SECTION. SEE STRUT DETAIL G A L L m
BLOCKING TYPICAL AT FASTENING STRUTS AT FIXTED EDGES NOT ATTACHED TO THE
POINTS �`� ;' ,' ' ' '-, .".'. > , • ,.- ,- - � - '' BUILDING TO HAVE 4 WAY LATERAL BRACING FROM THE
- MAIN RUNNER TO THE BUILDING STRUCTURE ABOVE.
sTYPICAL TRACK _--
MTL. STUDS. 4 ;. -
: i
INSTALL STUDS WITH
5/8" GYP. BIRD. BOTH SIDES f SAME DIMENSION (10" '•.
r MIN.) FOR BRIDGING Q
ALIGNMENT
CENTER LINE OF STUD ..
SECURE ALL HANGERS TO
l
BLDG. STRUCTURE ORA
rTRAPEZE FOR DUCT
-
8 WORK
POWDER DRIVEN AND/OR PIPE P
--ANCHORS AT 24"O.C. - MAX - - - - - -
CROSS MEMBERS IF MORE THAN 1:6 OUT OF
6'-0"MAX
(1)#10-16 SCREW COUNTERSLOPE HANGERS
r;i� ^•1 �� PER STUD FLANGE PLUMB
BOTTOM TRACK RUNNERS MAIN MAIN RUNNERS AT 4'-0"
AT NEW WALLS WITH O.C. SUPPORT WITH#12
FINISH FLOOR ) ACOUSTIC INSULATION, WIRE AT 4'-0"O.C.OR WITH
+ SET STUD TRACK INA #10 WIRE AT 5'-0"O.C.
CONTINUOUS BED OF NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS"HEAVY DUTY". ALL
SEALANT U.N.O. CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY
1 TYPICAL WALL SECTION WALL BRACING DETAIL 1 WALL BASE DETAIL CEILING BRACING DETAIL
A-4 SCALE 1" = 1'-0" A-4 SCALE 6" = 1'-0" A-4 SCALE 3" = 1'-0" A-4
20 GA 3 5/8" METAL STUD BRACING TO ROOF
STRUCTURE AT 10'-0"OC TO BUILDING STRUCTURE
2'-0" 2'-0" ABOVE FOR WALLS LONGER THAN 12'-0"WITHOUT
INTERSECTION WALLS. FASTEN EACH END WITH
(1)#8 SHEET METAL SCREW E
SOUND INSULATION 4'CENTERED
OVER WALL ROOF DECK
SUSPENDED CEILING OR BEAM
BLOCKING TYPICAL AT FASTENING
MTL. STUDS.
5/8"GYP. BIRD. BOTH SIDES SUSPENDED CLG ASSEMBLY U
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z
-5 w CENTER LINE OF STUD 45" 00
_ _ _ ._
W /:. -.. ct.. ^A':.' .':t1• •t9 f`� f:..F de W
UO s y :. ;, ~ W
LL Z F
3-1/2" BATT INSUL. IN SOUND ATTENUATION WALLS 20 GA 3 5/8" METAL STUD BRACING W W
TO ROOF STRUCTURE AT 10'-0" U U) v
OC WI(2)#8 SHEET METAL ; 04
r' '> SCREWS AT EACH END. BRACING
O
BOTTOM TRACK. < 0 TO BE PROVIDED WHERE DISTANCE O 0_
>, BETWEEN PERPENDICULAR INTERSECTING O Z O
WALLS OR HORIZONTAL BRACING O_ N
FINISH FLOOR-TOP OF SLAB BETWEEN WALLS EXCEEDS 12'-0"OC O
(� p U)
L L N �
1 WALL SECTION WITH SOUND INS. 1 WALL BRACING DETAIL W a" °° 0:
LLI s � a
A-4 SCALE 1" = V-0" A-4 SCALE 3" = V-0"
DATE: 2021 .02.25
PERMIT/BID SET
REVISION
1.
2.
3.
4.
5.
6.
7.
8.
DRAWN BY: