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Plans (2) BU P2018-00187 01 00 00 GENERAL DATA OFFICE/OTHER AREAS TAPE/2 FINISH COATS'/ SMOOTH FINISH TAPED(LEVEL 5) 11.ALL GAS PIPING SHALL BE STANDARD BLACK STEEL PIPE W/SUPPORTS PER CODE. PIPING SHALL BE RUN , I �Q�fl 4,Q^ GENERAL REQUIREMENTS USG"FIRST COAT" *SAND AFTER TAPE/FINISH COAT(S) INSIDE OF BUILDING W/LEAD FLASHINGS AT ROOF PENETRATIONS. LEAD ROOF JACKS TO BE SEALED AND jn� \` I JL�/ CLAMPED (STAINLESS STEEL WORM GEAR). 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE OREGON 5. FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH A512.ALL EXISTING AND NEW GAS PIPING EXPOSED TO THE EXTERIOR TO BE PROTECTED FROM RUST AND JUN � STRUCTURAL SPECIALTY CODE AND ALL OTHER STATE OR LOCAL CODE REQUIREMENTS THAT APPLY. SHOWN ON PLANS. CORROSION WITH OIL BASED PAINT(COLOR GREY). 19 2018CO \ MICHAEL WIRD, THWANG 09 31 00 PORCELAIN TILErri 2. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND 13.LOW VOLTAGE IN SEALTITE CONDUIT FROM BELOW ROOF LINE DIRECT TO UNIT. DO NOT EXCEED BEND CIT••OF TJCARD 't-L1 (----)NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. 1. PROVIDE TILE AS SCHEDULED AND SHOWN IN FINISH MATERIALS LIST OR ELSEWHERE ON DRAWINGS. RADIUS OF MANUFACTURER'S GUIDELINE. --I 3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING 2, USE LATICRETE THIN SET MORTAR AND GROUT. FLOOR TILE AND BASE TO HAVE EPDXY GROUT. GROUT 14.ECONOMIZER TO MEET CODE AND AS FOLLOWS: TENANT IMPROVEMENT DIVISION • ��- CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED COLOR TO BE SELECTED(NON-SANDED). �� PORTLAND,OREGON CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE a. 6 TONS AND ABOVE MUST HAVE ECONOMIZER. THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. 3. FOLLOW LATICRETE AND TCNA PRINTED INSTRUCTIONS FOR TCNA F115 AT FLOOR AND BASE AND W243 ON b. BAROMETRIC RELIEF ON 5 7 1/2 TON UNITS. f O r 9� 5851 WALLS. WHERE INSTRUCTIONS CONFLICT, USE MOST STRINGENT. JOINTS TO BE UNIFORM 118"WIDE AT THE 0� 4. BY SUBMITTING A PROPOSAL, CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE FLOOR TILE.CENTER THE WALL AND BASE TILE JOINTS ON THE FLOOR TILE JOINTSSPACE UNIFORMLY AS c. 8 TONS AND ABOVE MUST HAVE POWER EXHAUST. OF EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK INDICATED. (WALL TILE JOINTS WILL BE SLIGHTLY WIDER THAN 118"). DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO d. 1 1/2 THRU 4-TON OSA INTAKE WITH DAMPER. ALL MATERIALS AND INSTALLATION, DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE 4, PROVIDE SCHLUTER EDGE TRIM APPROPRIATE FOR FINISHES AT TRANSITIONS. PROVIDE PHYSICAL LEFT IN THE TENANT SPACE AS NOTED ON PLANS),CLEANING AND ALL PREPARATION OF SUBSTRATE SUBMITTAL OF PROPOSED TRIM TO ARCHITECT FOR APPROVAL 17,ALL UNITS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE REQUIREMENTS. IJIAC SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. 5. CLEAN TILE AND GROUT AND SEAL WITH MIRACLE SEALANTS 511 IMPREGNATOR SEALER. RESTRICT TRAFFIC 18.DROP CANS TO BE SAME SIZE AS CURB OPENING AND TO EXTENDED TO WITHIN 2'OF SUSPENDED CEIILING. PROJECT # 18260 5. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING FOR 4 DAYS AFTER COMPLETION. MINIMUM 26 GAUGE FOR SUPPLY AIR. SEAL EDGES OF SUPPLY AIR. STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS 09 53 00 SUSPENDED ACOUSTICAL CEILING 19.DISTRIBUTION DUCTWORK: INTENTION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. a. SPIRAL DUCT PERMITTED ONLY IF EXPOSED. 6. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 1. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. 2. FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING b. 26 GAUGE OR TO SMACNA STANDARDS WHERE DUCT IS CONCEALED ABOVE A CEILING. 7. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET"WALK-OFF MATS"TO PROTECT EXISTING SYSTEM, INCLUDING GRID, PANELS,AND HANGARS AND ACCESSORIES. c. WRAP CONCEALED SUPPLY DUCTWORK IN NON-CONDITIONED AND SEMI-CONDITIONED SPACE WITH TENANT. CARPETS. MINIMUM R4.2 INSULATION WITH FSK BARRIER. 8. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. PATCH AND REPAIR ROOF AND 3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES, INC. Q ROOF MEMBRANE TO MATCH THE EXISTING ROOF. 4. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LIMITED TO d. HANGERS 12 GAUGEFULL WIRE TEOR A STRAP UPE 1"TO 18"0.STRAP.REXPOSEDRTHAN8"DUCT MUST HAVEA SADDLEVE ALL THREAD STAPLES CONTRACT & _ INSULATION,GYPSUM BOARD, LIGHT FIXTURES, MECHANICAL SYSTEMS, ELECTRICAL SYSTEMS AND FIRE HANGERS AND DIAMETER 18" LARGER THAN 18" TYPE CLAMP. Q 9. ALL ROOF WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING COMPANIES. APPROVED SPRINKLERS e. BRANCH DUCTS SHALL BE PLUMB AND SQUARE(NO OCTOPUS). TEES SHALL BE MAXIMUM OF 45 Cj O M M E R C I A L CD COMPANIES INCLUDE: DEGREES. .. a. ARROW ROOFING, 503-460-27E7 5. PRODUCTS: a. GRID-PRELUDE 24 XL 15116"EXPOSED TEE{HEAVY DUTY) f. EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH. z b. PACIFIC ROOFING,503-640-3163 112909 SW 68TH PARKWAY, SUITE 460 b. TILES-ARMSTRONG FISSURED#705, 24 x 24 x 518"W/ANGLED TEGULAR EDGE g. ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN.24"ABOVE FINISH CEILING. c. ROOF TOPPERS, 360-574-7248 20.FLEX DUCT WILL BE NO LONGER THAN 6'FROM RIGID DUCT DOWN TO DIFFUSER. d. GOT YOU COVERED ROOFING,503-975-9136 c. ACCESSORIES-MANUFACTURERS'STANDARD PORTLAND, OR 97223 = 6. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRIM TILE EDGE TO CREATE TEGULAR EDGE 21.DIFFU5ER5: I- 10.KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS CONDITION SO THAT CEILING TILES LAY FLAT. a. SUSPENDED CEILING SYSTEM(T-BAR)-PERFORATED FACE ADJUSTABLE CURVED BLADES-DESIGN AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY, O 7. CEILINGS LESS THAN OR EQUAL TO 144 SF AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE TITUS PCS SUPPLY AND TITUS PAR RETURN OR APPROVED EQUAL. PROJECT NARRATIVE 11.PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO Z COMMON CORRIDORS AND STAIRS, BUILDING ENTRANCES, SUITE ENTRANCES, ETC. THE CONTRACTOR WILL ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS. b. GYPSUM BOARD CEILING; SUPPLY-CURVED BLADE W1 OBD DESIGN TITUS 250; RETURN-BAR TYPE DESIGN TITUS 350; EXHAUST-METAL OR ALUMINUM-1/2"x 1/2"EGG CRATE DESIGN TITUS 50F. o BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION 8. CEILING AREAS OF 1,000 SF OR LESS SHALL BE EXEMPT FROM LATERAL-FORCE REQUIREMENTS. PROJECT CONSISTS OF SELECTIVE DEMOLITION AND TENANT IMPROVEMENT WORK TO Z p ACTIVITIES. c. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT OR NEAR CLOSEST < 9. INSTALL CEILING GRID WITH TWO EDGES ATTACHED TO ADJACENT WALLS. THE OTHER TWO EDGES SHALL BE 3,512 SF OF OFFICE SPACE. WORK SHALL INCLUDE BUT NOT BE LIMITED TO k WYE BRANCH. 12.PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING ATTACHED TO WALL MOLD USING BERC2 CLIPS ALLOWING THOSE TWO SIDES TO FLOAT. DRYWALL/METAL STUDS, SUSPENDED CEILINGS, DOORS/FRAMES AND PAINTING. ALL >- RESTROOM FACILITIES. 10.INSTALL TWELVE GAUGE VERTICAL HANGER WIRE TIES 4 FT ON CENTER WITH THREE TIGHT TURNS AROUND d. CLEAN OR REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS AT PROJECT U..I COMPLETION. WORK TO MEET ADA REQUIREMENTS. 13.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT THEMSELVES WITHIN THREE INCHES. INSTALL PLUMB WITHIN 1:6 UNLESS COUNTER SLOPING WIRES ARE rY 0_ -I- PRE-CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER PROVIDED. CONNECTIONS AT SUPPORTING STRUCTURE TO CARRY NOT LESS THAN 100 LBS. EACH TERMINAL 22.THERMOSTAT: ALL EXISTING MERCURY TYPE THERMOSTATS TO BE REPLACED. NEW THERMOSTATS TO BE COMMON BUILDING AREA BE USED FOR STORAGE. END SHALL BE SUPPORTED WITHIN 8 INCHES OF EACH WALL. HONEYWELL COMMERCIAL GRADE VISIONPRO 8000 TOUCH SCi2EEN MODEL TB8220U1003 WHERE POSSIBLE. WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT § O APPROVED SUBSTITUTE: TOTAL-LINE SIGNATURE COMMERCIAL THERMOSTAT MODEL NO. P374-2800 -7 DAY 14.KEEP THE ROOF FREE OF DEBRIS(I.E. NAILS, SCREWS, BOTTLES, ETC.)AT ALL TIMES. 11,PROVIDE LATERAL-FORCE BRACING AT GRID MAIN WITH RIGID VERTICAL STRUTS TWELVE FEET ON CENTER PROGRAMMABLE WITH LOCKOUT FUNCTION-AUTO CHANGEOVER ONLY. MOUNT AT ADA HEIGHT(MAY (E 2 15.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. EACH WAY BEGINNING WITHIN SIX FEET OF PERIMETER EDGE. REQUIRE CHANGING HEIGHT AT"REPLACEMENT"LOCATIONS). CONTRACTOR SHALL PROGRAM J r---, W 16.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, 12.INSTALL 12 GAUGE SEISMIC SPLAY WIRE TO THE MAIN BEAM WITHIN 2 INCHES OF EACH VERTICAL STRUT. THERMOSTATS AND BALANCE SYSTEM. I u") p csJ (NI WIRES TO BE ARRAYED 90 DEGREES FROM EACH OTHER AND AT AN ANGEL NOT EXCEEDING 45 DEGREESQ Z CO CD ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION, 23.THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. FROM THE PLANE OF THE CEILING.ATTACHE SPLAY WIRES TO GRID AND TO THE STRUCTURE IN SUCH A = U) Q IS o 0 17.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. MANNER THAT THEY CAN SUPPORT A MINIMUM DESIGN LOAD OF 200 LBS OR THE ACTUAL DESIGN LOAD,WITH 24.WAREHOUSE HEAT: U A SAFETY FACTOR OF 2, WHICHEVER IS GREATER. o am 18.CLEAN ADJACENT EXTERIOR AREA, I.E.WALKS, EXTERIOR GLASS,ETC. a, GAS FIRED UNIT HEATERS USED IN NON-CONDITIONED AREAS SHALL COMPLY WITH CURRENT STATE - c- 19.FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS. 13.VERTICAL STRUTS TO BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE ABOVE. ENERGY CODE REQUIREMENTS. PROVIDE ADJUSTABLE T•STAT FOR EACH UNIT, DRAWING INDEX `c)Lc) d IL 20.CLEAN ALL SUPPLY AND RETURN DIFFUSERS AT PROJECT COMPLETION. 14.USE ARMSTRONG BERC2 CLIPS TO SATISFY SEISMIC WALL CONNECTION REQUIREMENTS.SEE DETAIL. 25.EXHAUST FANS: A-1 GENERAL INFORMATION, FINISHES, NOTES & LEGEND 21.PROVIDE DRAWINGS OF THE AT CONCLUSION "AS-BUILT" 15.INSTALL SPREADER BARS AT TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS AT UN-ATTACHED a, CEILING MOUNTED EXHAUST FANS SHALL HAVE A MINIMUM PERFORMANCE TO MEET THE CURRENT DRAWINGSVIDE"AS-BUILT"MAY BE IN THE FORM OF TWOEWORKCOKIAT THEOF CONCLUSION OF CONSTRUCTION.DOCUMENTC "AS-BUILT" WITH RED EDGES.SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 CODE REQUIREMENTS INCLUDING INTEGRAL BACKDRAFT DAMPER AND VENTING TO THE EXTERIOR. A-2 PLANS PEN. DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE MANUALS INCHES OF THE PERIMETER WALL. COOK GEMINI SERIES 100 OR EQUAL;80 CFM WITH A SONE RATING OF 1.6 OR LESS, 100 CFM WITH A A-3 DETAILS & SCHEDULES SHALL BE PROVIDED FOR ALL MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT. PACTRUST MAY HOLD 16.IN EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES. SONE RATING OF.9 OR LESS,200 CFM WITH A SONE RATING OF 1.6 OR LESS. CONTRACTOR'S FINAL PAYMENT UNTIL"AS-BUILT"DRAWINGS AND 0&M MANUALS HAVE BEEN RECEIVED 17,TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF LEVEL. b. SINGLE FIXTURE RESTROOMS,JANITOR'S CLOSETS OR SINGLE SHOWER ROOMS TO HAVE CEILING (I) • AND APPROVED. MOUNTED EXHAUST FANS,WIRED PER DIVISION 16 AND SWITCHED WITH THE LIGHTS. 22.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, 18.BENT OR DAMAGED T-BARS TO BE REPLACED. c. MULTIPLE FIXTURE RESTROOMS, COMBINATION RESTROOM&SHOWER,AND LOCKER ROOMS TO HAVE BUILDING INFORMATION TENANT INFORMATION 3 FUNCTIONING PROJECT INCLUDING ALL GENERAL, MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED 19.REPAIR HOLES IN GRID FROM REMOVED WALLS. USE OF ARMSTRONG"BP ES-4"EXPANSION SLEEVE ROOFTOP MOUNTED EXHAUST FAN, FACTORY CURB AND BACKDRAFT DAMPER,WIRED PER DIVISION 16, OWNER PACIFIC REALTY ASSOCIATES, L.P. TENANT: STAPLES CONTRACT TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED, REGARDLESS OF ACCEPTABLE. CONTROLS AS REQUIRED BY DESIGN.COOK ACE-D SERIES OR EQUAL. WHETHER OR NOT SHOWN ON THE DRAWINGS. 09 65 19 RESILIENT FLOORING -VINYL COMPOSITION TILE d. SPECIALTY ROOMS REQUIRING EXHAUST SHALL MEET THE ABOVE MINIMUM REQUIREMENTS- 15350 SW SEQUOIA PKWY#300 & COMMERCIAL 1 _CE 23.ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED"N.I.C.". INDIVIDUAL ROOMS WITH AN EXHAUST REQUIREMENT GREATER THAN 250 CFM,SHALL HAVE A PORTLAND, ORE 97224 1. FINISH FLOORING TO EXTEND UNDER CASEWORK, ROOFTOP MOUNTED FAN. OCCUPANCY AREAS & LOADS: rill, i 24."ALIGN"AS USED IN THESE DOCUMENTS, MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME 2. INSTALL TILES IN QUARTER TURN PATTERN. PLANE, EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. 26.HVAC TESTING. (503)824-6300 (PHONE) B 3,512 SF 35 OCC 09 91 23 PAINTING a. CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES,COMPONENTS, 503 624-7755 FAX TOTAL 3,512 SF 35 OCC 25.DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS. DRAWINGS ARE INTERRELATED. ( ) ( ) nil 26.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN INTERIOR: EQUIPMENT AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. TWO WEEKS OF PROJECT AWARD. PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO 1. WALLS: BLDG. #; PPC BLDG. 082 (ppc082) NUMBER OF EXITS REQUIRED REPLACEMENT AT CONTRACTOR COST.AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUALb. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN B 1 EXITSLL REQUIREMENT TO PROVIDE THE SPECIFIED ITEMS UNLESS SPECIFICALLY NOTED AS A SUBSTITUTION BY THE a. PRIME NEW DRYWALL WITH MILLER'S HIGH-BUILD"SUPER SEAL"PRIMER. ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. CONTRACTOR AND SPECIFICALLY APPROVED BY THE ARCHITECT AS SUCH.REPLACE SUCH PRODUCTS AS b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER'S c" A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND CONST. TYPE.: II-A DIRECTED AT CONTRACTOR'S COST. 120-4-XX WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER'S 170-5-XX SIG FILED WITH PACTRUST. ' . 27.SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK, SPECIAL SYSTEMS, MECHANICAL, ELECTRICAL AND LATEX ENAMEL. THIS BUILDING HOUSES MULTIPLE TENANTS INCLUDING THIS TENANT. THE EXISTING 27.PROJECT CLOSE OUT DOCUMENTS REQUIRED: PLUMBING SYSTEMS(INCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF ALL 2. DOORS AND FRAMES: BUILDING ISA FOUR STORY BUILDING OF 87,890 SF AND IS FULLY SPRINKLERED, EACH 0 SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE a. AutoCAD FILE SHOWING AS-BUILT INFORMATION. COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR. a. NEW HOLLOW METAL-PRIME, SAND, AND FINISH WITH TWO COATS OF SEMI-GLOSS OIL.SPRAY OR b. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE. FLOOR IS LESS THAN 23,000 SF ALLOWING FOR NON SEPERATED USE. J ROLLED APPLICATION. 28.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS b. EXISTING HOLLOW METAL-SAND, FILL IMPERFECTIONS WITH BONDO,SAND AND PRIME PATCHES WITH c. HARD COPY OF AutoCAD FILE ABOVE. J CONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER ALKYD PRIMER,AND FINISH WITH SEMI-GLOSS OIL ENAMEL. SPRAY OR ROLLED APPLICATION d. OPERATIONS MANUALS FOR ALL EQUIPMENT, INCLUDING T-STATS. csi LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE c. WOOD-PRIME WITH ALKYD OIL UNDER-COATER,SAND, FILL ALL FASTENING HOLES WITH PAINTER'S e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED. Qo CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE PUTTY, CAULK ALL CRACKS IN CASINGS AND BETWEEN JAMBS AND WALLS USING DAP LATEX CAULK. sa v APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY AND FINISH WITH SATIN OIL ENAMEL. 26 00 00 ELECTRICAL : DESIGN / BUILD ( , THE ARCHITECT PRIOR TO INSTALLATION. d. WOOD-STAIN,AIN,SEAL AS REQUIRED,AND VARNISH WITH SATIN VARNISH. GENERAL fY 29.000RDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE 3. CEILINGS: 1. ALL ELECTRICAL FEEDS TO OUTLETS, SWITCHES, ETC. MUST B1=VERTICAL DROPS FROM ABOVE EXCEPT FOR CODE SUMMARY W a. INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. HORIZONTAL RUNS UNDER WINDOWS AND RECEPTACLES ON THE SAME STUD. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH STATE AND LOCAL a. EXISTING GYP BOARD/PLASTER-SAND, SPACKLE ALL IMPERFECTIONS,SPOT PRIME AND FINISH TO cN GENERAL ACHIEVE UNIFORM COVERAGE WITH MILLER'S 6200 OR 4480. 2. ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDO'N SILLS TO BE ROUTED THROUGH BUILDING CODE REQUIREMENTS THAT APPLY, INCLUDING BUT NOT LIMITED TO: o 1. REMOVE ALL EXISTING VCT,SHEET VINYL, ETC. IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR SHELL WALLS, DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS. • 2014 OREGON STRUCTURAL SPECIALTY CODE TO INSTALLATION OF NEW FLOORING. b. NEW GYP BOARD/PLASTER -PRIME WITH SUPER SEAL AND FINISH TO ACHIEVE UNIFORM COVERAGE WITH MILLER'S 6200 OR 4480. 3. ALL NEW ELECTRICAL DEVICES TO MATCH EXISTING • 2014 OREGON MECHANICAL SPECIALTY CODE (GMSC) 2. ALL ROOF PENETRATIONS FOR ELECTRICAL,LOW VOLTAGE,GAS PIPING,ETC.SHALL BE SLEEVED THROUGH4. GENERAL NOTES: 4. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL AND BREAKER. m A LEAD ROOF JACK,CLAMPED WITH A STAINLESS STEEL CLAMP AND SEALED WITH VULKEM 921 • 2014 OREGON PLUMBING SPECIALTY CODE (OPSC) O POLYURETHANE SEALANT. SILICONE SEALANT NOT PERMITTED. a. KEEP ALL HARDWARE, HINGES,AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS, DRIPS, OR ROLLER 5. PROVIDE TYPEWRITTEN UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS. 2014 OREGON ELECTRICAL SPECIALTY CODE (OESC) 08 10 00 DOORS AND WINDOWS SPRAY. • 6. VERIFY ELECTRICAL METER AND TAG METER WITH THE TENANT'S ADDRESS OR SUITE NUMBER. METER • b. ALL SURFACES TO BE SANDED BETWEEN COATS, PRIOR TO INSTALLATION OF NEXT COAT. IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO • 2014 OREGON FIRE CODE (OFC) 6 0 1. RE-USE EXISTING DOORS AND FRAMES WHERE POSSIBLE TENANT'S MOVE-IN. • ASCE-7-10 SCJ 2. APPROVED DOOR, FRAME,AND HARDWARE SUPPLIERS INCLUDE: c. DURING PROGRESS OF WORK, KEEP JOB SITE CLEAN OF ALL PAINT MATERIALS. RUBBISH,CANS,AND RAGS AT THE END OF EACH DAY. 7. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN EXIT PATH SHOWN ON PLAN EQUAL TO • ICC/ANSI A117.1 2009 }-^ a. BAXTER AND FLAMING. 503)225-0486 1-FOOT CANDLE. PROJECT LOCAT10, N U ( d. UPON COMPLETION OF WORK, CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE b. D&D DOOR (503)205-5533 AND SCRAPING,USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. S. EXIT LIGHTS: __ S.W. HAMPTON STREET c. BENSON INDUSTRIES (503)907-2200 e. PROTECT WORK OF OTHER TRADES. a. LITHONIA ECBR OR COOPER INTEGRAL EGRESS FOR LOCATIONS THAT NEED EMERGENCY EGRESS . .. --------- f. PROVIDE"WET PAINT'SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES. LIGHTING AT EXITS. w -- -� - d. GRANT SUPPLY (360)887 0647b. RUUD LIGHTING"PLASTIC LED EXIT SIGN"MODEL EXPBURWH RED LETTERS, WHITE HOUSING,WITH �lI- 3. FIELD VERIFY EXISTING DOOR, FRAME AND HARDWARE FINISH PRIOR TO ORDERING. ALL NEW DOORS, 12 00 00 FURNISHINGS BATTERY BACKUP = P 1 I IIIIII 1 jII \FRAMES AND HARDWARE TO MATCH EXISTING BUILDING STANDARDS. - f� L-I z 1. CLEAN I REFURBISH EXISTING BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. 9. FOR FLOOR POWER AND DATA ACCESS _- - l 4. ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. 21 00 00 FIRE SUPPRESSION : DESIGN ! BUILD a. AT RAISED SLABS: USE WIREMOLD RC7 FLUSH POKE THRU SERIES OR EQUAL n.= �,� 3!f I = -rp 1 yalL, 1 I I I I ! 1 f� `0 5. DOOR HARDWARE SHALL BE SCHLAGE AL SATURN OR D RHODES SERIES U.N.O. 1. PROVIDE SPRINKLERS THROUGHOUT SPACE AS REQUIRED BY CODE. SPRINKLER HEADS SHALL BE b. AT SLAB ON GRADE:USE WIREMOLO RFB4E BOX WITH 6CTC2 COVER AT CONFERENCE ROOMS AND - - .! 4 I - 3.I 11 U 6. ALL DOOR HARDWARE SHALL BE INSTALLED WITH A 5"BACKSET CENTERED IN 2 X 2 CEILING TILE. LAYOUT OF SPRINKLERS BY CONTRACTOR. SPRINKLER LAYOUT IN ALL HARD 6CFFTC COVER AT FURNITURE FEEDS. PROVIDE 1"CONDUIT FOR POWER AND 2"CONDUIT FOR DATA. , J = I = _ ` } ) co 7. PATCH AND REPAIR ALL HOLES OR DAMAGE TO EXISTING STORE FRONT WINDOWS AND DOORS.TOUCH UP CEILING AREAS(GYPSUM BOARD/PLASTER)TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO �I = 10.LOW VOLTAGE SYSTEMS(TELECOMMUNICATION AND DATA)BY FUTURE TENANT. +, I FINISH FOR AS NEW LOOK, INSTALLATION. 1 , col/I - - EU 11.00CUPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP. 1=-- cn I- S. 13.TOUCH UP ALL EXISTING INTERIOR DOORS AND FRAMES FOR AS NEW LOOK. 2. IN NEW CEILING GRID SYSTEMS OVER 144 SF PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC MOVEMENT. SII I } w NO"OOPS RINGS ALLOWED". 12.TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS,EQUIPMENT - 1 09 00 00 FINISHES AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND - I'� _ rn J i U) GENERAL 23 00 00 HVAC : DESIGN I BUILD SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE 13 i + = r,, ,,,. CO L..i._. I-- Q HVAC -BID PROCEDURE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. I 1. CLEAN, SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS. - k ,rlj...,°' E I A 1 v 1. FOR BIDDING PURPOSES.THE HVAC CONTRACTOR WILL ASSUME THAT EXISTING HVAC EQUIPMENT IS IN 13.REQUIRED IN DIVISION 15, PROVIDE MONITORING OF HVAC EQUIPMENT PER CODE. = F I I rry U N 2. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: PROPER WORKING ORDER. - � r cv 14.REMOVE ALL UNUSED DATA AND POWER BOXES AND INFILL WITH GYP BOARD. EXCEPTION-UNUSED DATA - 11. IN 1 1 1 1 1 1 1 1 1 1 _ e. PAINT HVAC -DESIGN PROCEDURE BOXES UNDER WINDOW SILLS TO REMAIN. ALL BLANK COVER PLATES TO BE BUILDING STANDARD FINISH. , I �� I I Ll f. HARDWARE 1. USE EXISTING AND/OR NEW EQUIPMENT TO DESIGN MECHANICAL H.V.A.C. SYSTEM PER DESIGN STANDARDS 15.REMOVE ALL UNUSED LOW VOLTAGE WIRING(TELEPHONE AND DATA)FROM THE RECEPTACLE TO THE i + Y = 12 09 21 00 GYPSUM BOARD LISTED BELOW. DISTRIBUTION BOARD. LEAVE PULL STRINGS FROM THE BOX TO THE SPACE ABOVE THE CEILING. A SECTION - r I 1 1 f I ' 2 co OF THE EXISITNG LOW VOLTAGE WIRE MAY BE LEFT IN LIEU OFA PULL STRING I D I 1 i I ! ¢ �°�� J LL r , = < CI- GENERAL GENERAL 2. PRIOR TO AWARD OF CONSTRUCTION CONTRACT, H.V.A.C. CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR J = I I I I I I I I I = ji - - I �/ z REVIEW AND APPROVAL A FULL DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH OFFICE LIGHTING f = = ! W CO U Q 1. ALL GYPSUM BOARD WALLS: ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD,EITHER AT RIGHT ANGLES OR -} J NEWIRENOVATED WORK AND SYSTEMS UNTOUCHED BY THE TENANT IMPROVEMENT AS APPLICABLE. 1. GROUP RE-LAMP EXISTING FLUORESCENT LIGHTS THROUGHOUT U.N.O. - _ L - 1 I ( I o p I 1 Q 1 oo) 1 PARALLEL TO FRAMING ON EACH SIDE OF METAL STUDS SPACED AT 24"O.C. FASTEN WITH 1"TYPES _ I J BALLASTS) U 2. OFFICE LIGHT FIXTURES-LITHONIA 2PM3N G B 3 32 18LD MVOLT ADVANCE OR EQUAL. (NO SYLVANIA _ CITY OF TIGARD DRYWALL SCREWS 8"O.C.TO VERTICAL EDGES AND 12"O.C.TO TOP AND BOTTOM RUNNERS AND INCLUDE THE FOLLOWING: INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24"O.C.(OR ONE STUD SPACING), a. DUCTING AND SIZES .I j L I ' L' ¢ cel 0 EACH SIDE AND OPPOSITE SIDES.. / / /V I I I I I I fI I I I I I 1 I,II r f } F 0- N- 0- b. SUPPLY AND RETURN LOCATIONS AND CFM AT EACH GRILL OR DIFUSER +- TI` ' I Approved by Planning 3. OFFICE EGRESS LIGHTING: /BALITE MINI GENIE SERIES LED VERSION LMIGN NM SQ-CEILING AND WALL � �' I 2, ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WITH SANDING BETWEEN c. ROOF EQUIPMENT, SIZES AND LOCATIONS MOUNT. SEE PLAN FOR EGRESS PATH. USE OF !SOLITE INVERTER AS ALTERNATE TO BATTERY ISN FINISH COATS(LEVEL 5 FINISH). APPLY USG SHEETROCK BRAND FIRST COAT. PAINT AS INDICATED. d. UNITS REQUIRING DUCTED SMOKE DETECTION ACCEPTABLE. LOCATION MAP (Th ACCEPTABLE. h-I9--'Ig REVISION cam43. REPAIR GYPSUM BOARD AT REMOVED ELECTRICAL RECEPTACLES OR DATA BOXES AND FINISH READY FOR 4. LIGHT SWITCHES:ACUITY CONTROLS PRE SET ALL PRIVATE OFFICE AND CONFERENCE ROOM SWITCHES TO PAINT e. THERMOSTAT LOCATIONS AND ZONE/UNIT ASSOCIATED THEREWITH 'VACANCY"AND TO TURN ON AT LAST DIM LEVEL. p'-'1) NOT TO SCALE Initials: ,c4-- 4. . UPON REMOVAL OF WALL BASE, REMOVE RESIDUAL ADHESIVE AND PREP WALL TO PAINT READY CONDITION. f. ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMS a. STANDARD WALL SWITCH WITH OCCUPANCY SENSOR-USE WSD 1. WALL CONSTRUCTION MATERIALS g. ZONE DIAGRAM b. WALL SWITCH WITH OCCUPANCY SENSOR AND DIMMING-USE WSXD 2. 1. PROVIDE STUDS, TRACKS, BRACING, FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE HVAC DESIGN STANDARDS c. WALL SWITCH WITH DIMMING AND CEILING MOUNTED OCCUPANCY SENSOR-USE SPOD INSTALLATION. THE FOLLOWING ARE MINIMUM DESIGN STANDARDS: 28 30 00 ELECTRONIC DETECTION AND ALARM . 3. 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED,WHERE PHYSICAL STRUCTURAL 1. 350 SQUARE FOOT PER TON (UNLESS OTHERWISE APPROVED IN WRITING BY PACTRUST). GENERAL PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LIVE LOADS. 4. DESIGN FRAMING IN ACCORDANCE WITH AISI SG-673. 2. ADDRESS LOADS BY SPECIFIC LOCATION AND USE.AS WELL AS CRITERIA PROVIDED TO PACTRUST BY FOR HORN/STROBE DEVICES USE"SYSTEM SENSOR"SPECTRALERT ADVANCE DEVICES,OR APPROVED EQUAL. 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A4461A 446 M GRADE A(33000 TENANT PRIOR TO CONSTRUCTION: PSI)G60. a. EXTERIOR EXPOSURE AREAS ALL FIRE ALARM WORK BY VENDERS LISTED BELOW: r _ 5. 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM, GEORGIA PACIFIC,NATIONAL GYPSUM OR b. INTERIOR AREAS,SIZE AND USE a. BUILDING REMODEL: POINT MONITOR 4 AN APPROVED EQUAL. C. CONFERENCE/TRAINING ROOMS b. FIRE PANEL REPLACEMENT: POINT MONITOR f •5. STANDARD GYPSUM BOARD SHALL BE TYPE'X', 5/8"THICK WITH TAPERED EDGES CONFORMING TO ASTM d. COMPUTER I SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION C. SERVICE CALLS: POINT MONITOR 7. _ OFFICE COPY C-36. AND 24-HOUR USE.VERIFY NEED FOR A SEPARATE SPLIT SYSTEM TO MAINTAIN TEMPERATURE. d. QUARTERLY TESTING: STANLEY I 6. TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. 3. SYSTEM DESIGN CRITERIA-SIZE ZONES FOR 3-5 TON UNITS BASED ON USE&EXPOSURE CRITERIA. e. FIRE ALARM MONITORING: STANLEY I �� Ilc 8' WALL CONSTRUCTION EXECUTION PACKAGED OR SPLIT SYSTEM EQUIPMENT GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES. • 1. FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING VAV OR WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3 TONS SHALL BE SPLIT INTO MULTIPLE ZONES. Y ° -... 1 DRAWN BY: SCREWS. WELDING SHALL CONFORM TO AWS D13 WELDING PROCEDURE. ELECTRODES AND SCREW I ■�:r �o�d I CO1011DIEGD ARD CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DO NOT FIELD WELD 4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY&RETURN GRILLES. • MATERIALS LIGHTER THAN 18 GA, 5. VACANT SPACE SHALL HAVE DEDICATED GAS SERVICE FOR FUTURE BUILD-OUT OR FREEZE PROTECTION. I I s I Z:::: :41::: R COMPLIANCE MWnNfnF �yQ2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS 6. UNITS: LENNOX,TRANE, YORK OR CARRIER-7 112-TON MAXIMUM UNIT SIZE. ANY UNIT IN EXCESS OF 7 1/2 1 DATE. 8!V.J�ZV UINDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD INSERTS. TONS SHALL HAVE SPECIAL WRITTEN APPROVAL FROM PACTRUST. Ih FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLABS. OTC: PERMIT/BID SET 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS. POSITION 7. HVAC UNITS EQUAL TO OR GREATER THAN 5-TONS TO HAVE DUCT SMOKE DETECTORS AND BE CONNECTED I r I q / STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT TO A MONITORING STATION WITHIN THE BUILDING. Permit `#: pt- r70 ` 7 s,i LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE 8. ROOF TOP UNITS SHALL BE PLACED 24'MINIMUM FROM ROOF EDGE TO CENTER OF UNIT. MULTIPLE UNITS ` �� im�JACK STUDS OVER OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE SHALL BE PLACED SYMMETRICALLY INA LINE BASED ON LOAD CALCULATIONS BY STRUCTURAL ENGINEER. Address: Iq [-z pK..rySTUDS AT CORNERS, POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT TOP 9. CURBS- 14"HIGH CURBS. ASSEMBLED AND LEVELED TO ROOF,ANCHORED TO STRUCTURAL MEMBERS AREA OF WORK AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TO THE TRACKS. PROVIDE LONG LEG BELOW ROOFING. State #�TRACK AT TOP OF WALL TO ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE ABOVE. a. PROFESSIONALLY ROOF IN ALL CURBS AND PENETRATIONS BY PACTRUST APPROVED ROOF B},; _ +-t ate: _I ► c} -�' 4. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR CONTRACTOR. SEE DIVISION 1 GENERAL NOTES THIS PAGE. THE PROJECT. A- 1 AREAPROCESS TRADE NOMENCLATURE 0. UNIT MUST BE LEVEL,SEALED WITH NO AIR LEAKS AND COUNTER FLASHED, WAREHOUSE TAPE/FINISH COAT* TIGHT DOUBLE(LEVEL 3) c. CONDENSATE MUST BE TRAPPED AT UNIT. 2 BUILDING PLAN 10,SEISMICALLY ATTACH UNIT TO CURB IN CODE-APPROVED METHOD. A-1 SCALE 1" = 30' .. - . _.... ��, BUILDING DEPARTMENT USE � n mit Iwo!tiNr"pl rrV, GENERAL NOTES - NEW ?ED A/? A. IT SHALL BE THE CONTRACTOR;S AND/OR THE \J 11 II II II it 11 II IIMICHAEL II II II II SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY ALL CD WIRE THWANG �► 'T' DIMENSIONS, DETAILS, AND JOB SITE CONDITIONS LLJ n PRIOR TO PROCEEDING WITH THE WORK,AND OFFICE OFFICEREPORT ANY DISCREPANCIES TO THE ARCHITECT •, BEFORE STARTING CONSTRUCTION. 0� PORTLAND,OREGON c::::t: CONF. C 412 C • CONF. O 412 0 C IX' (p0a} • -- A • --- 9 5851 O 414 ® G 414CI B. SEE SHEET INFORMATION.I FOR GENERAL PROJECT �,(� O \� —. 1 _ ( O _ � I ` OF 0 I® 0 4. 1 - - ���' - � -- pn C. SEE SHEET A-1 FOR PROJECT SPECIFICATIONS. ill PROJECT # 18260 n cr) (1 --7 -- -'-I D. SEE SHEET A-3 FOR SCHEDULES. Q ,CII _L , �. ---- J m E STOR. J m 0 STOR, - —r , m ,� , Q D 413 C 413 :i I/ _ z OFFICE = � — I Q — OFFICE j OPEN OFFICE OPEN OFFICE -- _---- II 411 411 ; C7 C� 415 p C� ® 415 1 - .I ��) C —_ _ '(-t) D = .� `t �. ► I ►� I I I I I I I I i I s i L.._.__W f C ® C F - 0 1 OFFICE OFFICE © I ' i 0 I ,_ � I aUo r a Z o 410 410 I J Q - Q RECEPTION d ° RECEPTION d ,�yll �; I. I ___ U-'1 • `�:;�wiLa a I Zo ,,,,,, , CE - _C--D' UJ a �p 401 0 - 77 - 401 ain 1 1 1 Elf lin 11111 ri 17-I (3 IIIE C �� �• ri „_. < ,_c.. OFFICE r--..-_. OFFICES ® 0P ” �_ — �� ( ,, o ■ 11H • ! IIIII • gq�lllun� • • I , 1 LU f� N ,, Lu 409 _ 409 - F >4 _ 1111111111_ _., ��, QZcnco ° Dr �� �I o Eli H Lo KJ 1 SERVER © SERVER X,'" 0 . 0 ! ,---V1. ., .•,,,,, 1,1 OFFICE _ C� IOFFICE _. , • — I: 408 416 as 408 1 416 as ,. - --- o itII 41 E. OPEN OFFICE /. ______' O l h n OPEN OFFICE 0 10 - 0 2 [ d (1) 11 `� 402 err 451 : U 402 / 45 UJ 1 / • 0 U3 _ Ddb , ' _ -ri—> �_ + �I � ��I m a F 5 0 FES • :..t. • ,' I ��� I I �' I I I I --- — OFFICE 6 U I E ©OFFICE so o Q ,> I uttisll - - III - . r _ _xl I 407K407 Oiiii- ! . . � IjiiC))0Q 7 / BREAK / / , BREAK / / — •-y -� 4 °.1) � © 403N� 1 . 1Lim �p 111 p 7 I II I •• • 45 1 45!..H' 45 45 45f6 ' 5 (-) I o , ni m C- I ,n , t-mJ -I-- � 3 V .434i I OFFICE a OFFICE Z J 0- 406 ,� 406 L_ i J N co C 0 0 I • xy 0_ I2C 11- n 7 I ti C? C7 I m, I I = I W " / II II II II / II II II II / II II II II 0 J o m U A-1 FLOOR PLAN - DEMO ZEDC!..) FLOOR PLAN - NEW 2E) 3 REFLECTED CEILING PLAN ze oo118" = 1'-0" 1/8" = 1'-O" A� 1/8" = 1-0" 1-0 GENERAL NOTES GENERAL NOTES GENERAL NOTES Q A. XXX A. NEW PAINT THROUGHOUT PER TENANTS STANDARDS. A. ADJUST LIGHTING AS INDICATED TO PROVIDE A I— LIGHTING LEVEL OF 40 FOOT CANDLE z KEYED NOTES KEYED NOTES B. ADJUST HVAC REGISTERS AS NECESSARY TO `O O EXISTING CASEWORK TO REMAIN. 0 LEVEL 5 FINISH THIS WALL. APPLY"IDEAPAINT". KIT MATCH LIGHTING LAYOUT. U PROVIDED BY TENANT. 1 -I- 20 0 REMOVE EXISTING CABINETS. PATCH AND PAINT O NEWPOWER ERFUFEED EU FOR RE REQUIREMENTS.REM FURNITURE RUSEPER KEYED NOTES W WALLS. O REMOVE EXISTING FLOORING MATERIAL. REMOVE EXISTING J-BOXES. '' NEW 2" CONDUIT RUN FROM IT ROOM TO BUILDING r� _J w u) EXCESS ADHESIVE, PATCH ANY HOLES. PREP FLOOR O3 REUSE EXISTING J BOX FOR NEW 20 A DUPLEX ELECTRICAL ROOM ABOVE CEILING. %•11 II . FOR INSTALLATION OF NEW FLOORING. OUTLET. 2 CEILING GRID IN SERVER ROOM TO BE INDEPENDENT D Q w �, 4o NEW DATA OUTLET. O FROM MAIN CEILING GRID. ATTACH TO WALL OF n/ I— } ¢ N- S SERVER ROOM. LL ( < INFILL DOOR OPENING WITH WALL. MATCH WALL CONSTRUCTION DERAIL 110 3TO ADJACENT, EXISTING WALLS. O I O c QO (0 z CONSTRUCTION LEGEND SNEW ELECTRICAL OUTLET.20 AMP. w < 2 Ca Q EXISTING TO REMAIN Q o ce O RUN CONDUIT FROM (E) FLOOR BOX TO WALL rl � U cc i,' TO BE REMOVED OUTLETS TO CONNECT DATA CONNECTIONS. Cn CONSTRUCTION LEGEND ~ g NEW STANDARD WALL WITH INS. 8O INSTALL NEW ANTI-STATIC VCT FLOORING. r, :� REVISION DUPLEX RECEPTACLE r ->-� (E)2 X 4 FLUOR.FIXTURE O EXTEND EXISTING WALL TO STRUCTURE. .. _�,1 PARABOLIC LENSE TO BE MOVED 3Q NEW DUPLEX RECEPTACLE 10 SERVER ROOM TO HAVE DEDICATED COOLING. ( y NEW 2 XRA80LIC LENSE FLUOR.FIXTURE 1. PA 2. iii FOURPLEX RECEPTACLE >< LOCATION OF MOVED(E) D,@ DEDICATED OUTLET 2 X 4 FLUOR.FIXTURE PARABOLIC LENSE 3. by EXISTING ELECTRICAL TO REMAIN >.\ EXISTINGPARABOLIC 2 X 4 FLUOR.LENSE FIXTURE 4. / FLOOR MONUMENT W/SERVICES SHOWN 'nllp+�'" 2 X 4 FLUOR. FIXTURE SPECIAL OUTLET ..1111 PARABOLIC LENSEISTEADY5. BURN BALLIST 6. I'JI1I�'1 2 X 4 FLUOR.FIXTURE PARABOLIC LENSE 7. ISI IIml STEADY BURN BALLIST-TO BE REMOVED EXISTING TELIDATA MUD RING WITH PULL STRING NEW TEL/DATA MUD RING WITH PULL STRING RECESSED 4"LED LIGHT(TYP.) 8. © ELECTRICAL PANEL m WALL MOUNTED VANITY LIGHT DRAWN BY: 0 POWER J-BOX X SUPPLY DIFFUSER MWN T FLUSH MOUNT FLOOR MONUMENT WI POWER AND DATA • RETURN DUCT DATE: 6105/2018 FIRE EXTINGUISHER IN RECESSED CAB. EXHAUST FAN ® PERMIT/BID SET ® FIRE EXTINGUISHER-SURFACE MOUNTED 0 • THERMOSTAT TILE • SPRINKLER HEAD I 8 EXIT SIGN(LED RED) • ((Ilan HORN/STROBE FIRE ALARM(WALL MOUNT) ({r ) HORN/STROBE FIRE ALARM(CEILING MOUNT) ikm2 O SMOKE DETECTOR �((�(L f)c FINISH MATERIALS ALL FINISHES MUST BE SUBMITTED TO ARCHITECT PRIOR TO ABBREVIATIONS ��' M{CHAFE FISH ScHEDULE WIRE THWANG INSTALLATION. L.L1 C") CP-# CUT PILE CARPET WALLS CARPET LOOP PILE: E (E) EXISTING • CLG. CPT-1 PATCRAFT 10109-STRUT YOUR STUFF,STUFF 09716 PASA DOBLE, DIRECT GLUE. ETR EXISTING TO REMAIN PORTLAND,OREGON RM# NAME FLOOR BASE CEILINGREMARKS WC WALL COVERING VQ NORTH EAST SOUTH WEST HT. (EXISTING TO REMAIN) '7 GWB GYPSUM WALL BOARD �r q'''` VINYL COMPOSITION TILE N (N) NEW ` OF 401 RECEPTION CPT-1 4" RF (ETR) PT -1 PT -1 PT -1 PT -1 (E) SAT 9'-O" -- VCT ARMSTRONG STANDARD EXCELON 51839 FORTRESS WHITE 12"x 12"x 1/8"THICK PGWB PANTED GYPSUM WALL BOARD (ETR) (EXISTING IN BREAK ROOM TO REMAIN) OTS OPEN TO STRUCTURE PL-# PLASTIC LAMINATE PROJECT# 18260 402 OPEN OFFICE ET R1 4" RF (ETR) PT -1 PT -1 PT -1 PT -1 (E) SAT 9'-0" -- SDT ARMSTRONG SDT-51951 ARMOR GRAT- 12"x 12"x1/8"THICK. PT-# PAINT (ETR) (NEW IN SERVER ROOM) RC RUBBER BASE COVED RF - RUBBER BASE FLAT 403 BREAK VCT (ETR) 4" RF (ETR) PT -1 PT -1 PT -1 PT -1 (E) SAT 9,-0" -- BASE SAT SUSPENDED ACOUSTICAL TILE CPT-1 , „ RF BURKE MERCER 4"FLAT RUBBER BASE, 597 MOCHA AT ALL CARPET AREAS SC SEALED CONCRETE 406 OFFICE 4" RF (ETR) PT -1 PT -1 PT -1 PT -1 (E) SAT 9'-0" -- SS SOLID SURFACE MATERIAL (ETR) (EXISTING TO REMAIN) VCT VINYL COMPOSITION TILE Q RC BURKE MERCER 4" FLAT RUBBER BASE, 597 MOCHA AT ALL HARD SURFACES WL WOOD VENEER LAMINATE Q 407 OFFICE (ETR) 4" RF (ETR) PT -1 PT -1 PT -1 PT -1 (E) SAT 9'-0" -- (EXISTING TO REMAIN, EXCEPT NEW AT SERVER ROOM) WW WINDOW WALL CPT-1 PAINT: z 408 OFFICE (ETR) 4" RF (ETR) PT -1 PT -1 PT -1 PT -1 (E) SAT 9'-O" -- PT-1 MILLER 4480 PREMIUM SATIN 8721W CLAY BEIGE,SATIN LATEX. Q CPT-1 LAMINATE: (EXISTING TO REMAIN) _ 409 OFFICE 4" RF (ETR) PT -1 PT -1 PT -1 PT -1 (E) SAT 9'-0" PL-1 WILSONART 1530-60 BEIGE,AT ALL FACES I— (ETR) PL-2 WILSONART 4669-60 NATURAL TIGRIS COUNTER, B.S.AND SELF-EDGE fl N \ BLDG.STRUCTURE ABOVE 0 CPT-410 OFFICE (ETR) 4" RF (ETR) PT -1 PT -1 PT -1 PT -1 (E) SAT 9'-0" -- W \ CAULKING IN 1/2"SPACE DOORS, HARDWARE AND FRAMES z { } > DEFLECTION CHANNEL Z o CPT-1HARDWARE 605 POLISHED BRASS = 3-1/2"BATT INSUL. Q Vt 411 OFFICE 4" RF (ETR) PT -1 PT -1 PT -1 PT -1 (E) SAT 9'-0" -- FRAMES TIMELY II-PACRED (ETR) " , SUSPENDED CEILING W CENTER LINE OF STUD (ETR) (E) -- 412 OFFICE CPT-1 4" RFPT -1 PT-1 PT -1 PT -1SAT 9'-0" a N (ETR) 3 5/$ MTL. STUDS @ 16"O.C. Orn o /-'----;- ONE LAYER 5/8"GYPSUM g o Ln 413 STOR. CPT (ETR) 4" RF (ETR) PT -1 PT -1 PT -1 PT -1 (E) SAT 9'-0" -- I WALLBOARD EACH SIDE OF METAL J 0 o ti 414 CONF. CPT-1 4" RF (ETR) PT -1 PT -1 PT -1 PT -1 (E) SAT 9'-0" -- o N,- STUDS. Q Q to to {ETR) o, _ 0 0 CPT-1V U ,,E 415 OPEN OFFICE {ETR} 4" RF (ETR) PT -1 PT -1 PT -1 PT -1 (E) SAT 9'-O" -- V - 2 a� 416 SERVER SDT (N) 4" RC - (N) PT-1 PT-1 PT -1 PT -1 (N) SAT 9'-0" -- 3-1/2"BATT INSUL. Imil 4"RUBBER BASE-TYP. DOOR SCHEDULE , ATTACH BOTTOM TRAVENCORS3WITH POWDER DRVEN ANCHORS AT DOOR DATA FRAME DATA HARDWARE ; /// 2 "CARPET Ix AND PAD Remarks FINISH FLOOR-TOP OF SLAB Mark Door Size Thk I Core I Veneer Finish I Hand Fire Rating Type I Frame Depth Hardware ( Manufacturer I Finish Function 401 3'-O" x 9'-O" 1 3/4" f SC BIRCH CHERRY ( Right TIMELY II 4 7/8" LEVER LATCH (AL SERIES) 1 SCHLAGE 1 #605 POL. BRASS/#625 POL. CHROME D8OPDEU -- h FULL HEIGHT WALL SECTION W/ INS. L 403 3'-0" x 8'-8" 1 3/4" SC SAPELE CHERRY Left TIMELY II 4 7/8" LEVER LATCH 1 SCHLAGE #605 POLISHED BRASS I ALTOS -- A',_-__31 SCALE 1" = 1`-0" Q 406 3'-0" x 8'-8" 1 3/4" SC SAPELE CHERRY Right f TIMELY II 4 7/8" LEVER/LOCK (AL SERIES) SCHLAGE #605 POLISHED BRASS AL53PD 1 407 3'-0" x 8'-8" 1 3/4" SC SAPELE CHERRY Right TIMELY II 4 7/8" LEVER/LOCK (AL SERIES) , SCHLAGE #605 POLISHED BRASS AL53PD 1 408 3'-0" x 8'-8" 1 3/4" SC SAPELE CHERRY Left TIMELY II 4 7/8" LEVER/LOCK (AL SERIES) SCHLAGE #605 POLISHED BRASS 1 AL53PD 1 409 3'-0" x 8'-8" 1 3/4" SC SAPELE CHERRY Right TIMELY II 14 7/8" LEVER/LOCK (AL SERIES) SCHLAGE #605 POLISHED BRASS AL53PD 1 0 410 3'-0" x 8'-8" 1 3/4" SC SAPELE CHERRY Right TIMELY II 4 7/8" LEVER/LOCK (AL SERIES) SCHLAGE ' #605 POLISHED BRASS AL53PD 1 ---I J 411 3'-0" x 8'-8" 1 3/4" SC SAPELE CHERRY Left TIMELY II 4 7/8" LEVER/LOCK (AL SERIES) SCHLAGE #605 POLISHED BRASS AL53PD 1 J cicsi co 412 3'-O" x 8'-8" 1 3/4" j SC SAPELE CHERRY Left TIMELY II 4 7/8" LEVER/LOCK (AL SERIES) SCHLAGE #605 POLISHED BRASS AL53PD 1 Q Q 414 3'-0" x 8'-8" 1 3/4" SC I SAPELE CHERRY Right TIMELY II 4 7/8" LEVER LATCH SCHLAGE #605 POLISHED BRASS AL1 OS -- 0 415 3'-0" x 8'-8" 1 3/4" SC SAPELE CHERRY Right TIMELY II 4 7/8" LEVER/LOCK SCHLAGE #605 POLISHED BRASS ND8OPD -- f2C a 416 3'-0" x 8'-8" 1 3/4" SC SAPELE CHERRY Left TIMELY II ! 4 7/8" LEVER/LOCK (AL SERIES) SCHLAGE #605 POLISHED BRASS AL80PD -- LU o CD2 0 0co NOTES: 0 1. REPLACE EXISTING HANDSET WITH NEW. MATCH EXISTING FINISH. 06 I- 0 i— z 0 U 0 H J >z 0_ Q DQZ LCL C7) � = � ;_: Ce o LL O � = a � � � z W � U Q = €L rn 0 gi CL I—I— 0_< rn W 0 REVISION 1. 2. 3. 4. 5. 6. 7. 8. DRAWN BY: • . MWN DATE: 6/05/2018 PERMIT/BID SET