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Plans (5) BUP2020 -00098 TENANT IMPROVEMENT REULiwr-L RT *9n97n �for APR 06 2020 nCITY OF TIGARD TO PORTLAND CARMAN RD. PACTRUSTBUIDNG DVSIONEXIT#291 `�,315 ii ///Tenant:21IMF14s� . 70 I IT. y�I 17 18 P PACSTAR 11 �� � QqB SF__�o �, OFFICE COPY -- � PROJECT NARRATIVE z - q CITY OF TIGARD +-+ 8 7 z' S 2 PACSTAR WILL BE EXPANDING INTO AN ADJACENT SPACE. THERE WILL BE NO CHANGE OF REVIEWED FOR CODE COMPLIANCE 3 USE FOR EITHER THE EXISTING SPACE OR WITHIN THE EXPANSION SPACE. THE PROJECT Approved: I to �I 3 �~ A WILL CONSIST OF REMODEL WORK TO THE OFFICE PORTION OF THE EXPANSION SPACE. orc: ) ) -� 3 WORK SHALL INCLUDE BUT NOT BE LIMITED TO Permit #: �OaO- oL O 9 S i -- Address: •�(Zn-7 Gar[]) .na Lh Q 72ND AVENUE� - --� • SELECTED DEMO OF EXISTING NON STRUCTURAL WALLS Suite #: [��s _ BUILDING LOCATION • NON STRUCTURAL DRYWALL/METAL STUDS WALLS By. Date: • SUSPENDED CEILINGS O C) • DOORS/FRAMES AND PAINTING 1 SITE MAP z� • ELECTRICAL DISTRIBUTION C6 Y A-0 NOT TO SCALE LIGHTING N • VALIDITY OF PERFAIT THE ISSUANCE OFA PERMIT 1 2 3 1540 5 6 7 ALL WORK TO MEET ADA REQUIREMENTS. BASED ON ISCONSUANCE FERMIUCT O p o Lo DOCUMENTS AND OTHER ULI - o0 to 25'-0" 25'-0" 2T-6' 2T-6" 25'-0" 25'-0" DATA SHALL NOT PREVENT WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT THE CODE OFFICIAL FROM — z V v - - - - - - - - - - - - - - - - - - - - - - - ti � fn Q N N Ir -- -- - - - - REQUIRING THE CORRECTION p FJ- � to A 1 — — --"" " - OF ERRORS. OSSC 105.4 to W M M FIRE PROTECTION SPRINKLERING n o L0 L0 1w HEATING, VENTILATION & AIR CONDITIONING WORK a vv 1 1 ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE - 1 a 1 B 1 - m m BUILDING INFORMATIONco 1 m OWNER: PACIFIC REALTY ASSOCIATES, L.P. Q r =111 15350 SW SEQUOIA PKWY #300 PORTLAND, OR 97224 - 1 XPANSION SPACE, 1 (SUITE#1 os) 1 i 5,475 SF Office (503) 624-6300 (PHONE) o 1 1,223 SF Warehouse L - - - (503) 624-7755 (FAX) L0 1 6,698 SF Total r 1 II 1 D o BLDG. #: pcc234 (BLDG. 10) N I to r a ; 1 CONST. TYPE.: II-B U) 1 N m � i � 1 THIS BUILDING HOUSES MULTIPLE TENANTS INCLUDING THIS TENANT. THE EXISTING BUILDING IS A SINGLE STORY BUILDING OF 24,411 SF AND IS FULLY SPRINKLERED. THERE IS E 1 r - - - FRONTAGE ON ALL FOUR SIDES OF AT LEAST 30 FEET. - AREA OF WORK EXISTING SPACE 1 ACTUAL BUILDING AREA TOTALS F. 1 SUITE#135 1 1 8,335 SF Office 1 B OCCUPANCY = 23,188 SF 1 1 S-1 OCCUPANCY = 1 ,223 SF 1 1 TOTAL 24,411 SF 1 1 1 1 1 1 MIXED OCCUPANCY - NON-SEPARATED USES. OSSC 508.3 G 1 ALLOWABLE AREA 23,000 (IBC TABLE 503) � to1 1 SPRINKLER INCREASE - 200% 46,000 SF (IBC 506.3) v 1 1 TOTAL ALLOWABLE AREA 69,000 SF w z 1 i � QCN� 1Ui H - - - TENANT INFORMATION - - - - - - - - - - - - - - - - - - - - - - � - G_ ~ EEO o TENANT: PACSTAR oao OVERALL BUILDING PLAN Cf) Q 2 A-0 1" = zo' OCCUPANCY AREAS & LOADS: B 13,810 SF 139 OCC < o S-1 1 ,223 SF 3 OCC 0- o IZ TOTAL 15,033 SF 142 OCC DATE: 3/26/20 Permit / Const NUMBER OF EXITS REQUIRED REVISION B 2 EXITS S-1 1 EXITS 1 . 2. CODE SUMMARY 3. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH STATE AND LOCAL CODE 4. REQUIREMENTS THAT APPLY, INCLUDING BUT NOT LIMITED TO: 5. • 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) 6. • 2019 OREGON MECHANICAL SPECIALTY CODE (GMSC) 7. • 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) 8. • 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) • 2019 OREGON FIRE CODE (OFC) DRAWN BY: • ASCE-7-10 R.M.T. • ICC/ANSI A117.1-2017 • 2019 OREGON ENERGY EFFICIENCY SPECIALTY CODE CITY OF TIGARD Approve bv PlanningA� O Date: 4 3 Initials: 0100 00 GENERAL DATA AN APPROVED EQUAL. 3. LIST TONNAGE OF EACH UNIT. 13.LIGHTING ENERGY MANAGEMENT IS REQUIRED IN ALL BUILDINGS. 4CLA 5. STANDARD GYPSUM BOARDSHALL BE TYPE'X',5/8'THICK WITH TAPERED EDGES CONFORMING TO ASTM GENERAL REQUIREMENiB HVAC•DESIGN PROCEDURE 14.00CUPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP.C-38. 1. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXI TI 1 AND 1. USE EXISTING ANDIOR NEW EQUIPMENT TO DESIGN MECHANICAL H.V.A.C.SYSTEM PER DESI N TANDARDS NG BUILD NG G S S 15.TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS,EQUIPMENT 8. WATER RESISTANT GYPSUM BOARD SHALL BE 5/8'THICK WITH TAPERED EDGES. CONFORMING TO ASTMNOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. C-69U LISTED BELOW. - AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND 0822. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING 2. PRIOR TO AWARD OF CONSTRUCTION CONTRACT,H.V.A.C.CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED 7• AT TOILET ROOMS USE 5/8°USG FIBERROCK BRAND AQUATOUGH INTERIOR PANEL FROM FLOOR REVIEW AND APPROVAL A FULL DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. .HANSON 1�CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE TO 48 A.F.F.ON WALLS BEHIND OR ADJACENT TO PLUMBING FIXTURES. NO SUBSTITUTES. NEW/RENOVATED WORK AND SYSTEMS UNTOUCHED BY THE TENANT IMPROVEMENT AS APPLICABLE. 16.REMOVE ALL UNUSED DATA AND POWER BOXES AND INFILL WITH GYP BOARD. EXCEPTION-UNUSED DATA THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. (EXCEPTION:EXCEPTION AT LOCATIONS TO RELIEVE PLASTIC LAMINATE OR TILE WAINSCOT.) INCLUDE THE FOLLOWING: BOXES UNDER WINDOW SILLS TO REMAIN. ALL BLANK COVER PLATES TO BE BUILDING STANDARD FINISH.8. AT TILE WAINSCOT LOCATIONS INSTALL CEMENT BACKER BOARD WTHICK WITH SQUARE,REINFORCED,3. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE a. DUCTING AND SIZES 17.REMOVE ALL UNUSED LOW VOLTAGE WIRING(TELEPHONE AND DATA)FROM THE RECEPTACLE TO THE S,OREGON SMOOTH EDGES. PROVIDE DUROCK BRAND CEMENT BOARD OR APPROVED EQUAL. EXAMINED THE SITE AND INCLUDED D THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK b. SUPPLY AND RETURN LOCATIONS AND CFM AT EACH GRILL OR DIFUSER DISTRIBUTION BOARD.LEAVE PULL STRINGS FROM THE BOX TO THE SPACE ABOVE THE CEILING. A SECTION DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO 9. INSTALL WATER-RESISTANT GYPSUM BOARD BEHIND WAINSCOT OF FRP,PLASTIC LAMINATE,ETC. OF THE EXISITNG LOW VOLTAGE WIRE MAY BE LEFT IN LIEU OF A PULL STRING �l` fO ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE I 'c. ROOF EQUIPMENT,SIZES AND LOCATIONS 7�`^ GV 10.TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. �IiOFFICE LIGHTING r- O LEFT IN THE TENANT SPACE AS NOTED ON PLANS),CLEANING AND ALL PREPARATION OF SUBSTRATE v + ijljjj'MITSj� QUIRING DUCTED SMOKE DETECTION FSURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. 11.USE GEORGIA PACIFIC DENSGLAS GOLD ON EXTERIOR FACE OF EXTERIOR WALLS AND COAT WITH STO FINISHiz}^ w1. OFFICE LIGHT FIXTURES-LITHONIA 2PM3N G B 3 32 1BLD MVOLT ADVANCE OR EQUAL.(NO SYLVANIAO(�SYSTEM. STAT LOCATIONS AND 20NENNIT ASSOCIATED THEREWITH BALLASTS) 4. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING t i fSTANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS WALL CONSTRUCTION EXECUTION II `PLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMS 2. RECESSED LED DOWN LIGHT: LITHONIA LDN6 35110 L06 AR LD MVOLT TRW(IP55 LENS) - PROJECT #20270 INTENTION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. 1. FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING - -I' `9 {IIZONE DIAGRAM 3. OFFICE EGRESS LIGHTING:ISOLITE MINI GENIE SERIES LED VERSION LMIGN NM SQ-CEILING AND WALL 5. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. SCREWS. WELDING SHALL CONFORM TO AWS D13 WELDING PROCEDURE. ELECTRODES AND SCREW HVAC DESIGN STANDARDS MOUNT. SEE PLAN FOR EGRESS PATH.USE OF ISOLITE INVERTER AS ALTERNATE TO BATTERY IS 6. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET"WALK-OFF MATS"TO PROTECT EXISTING CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DO NOT FIELD WELD ACCEPTABLE. CARPETS. MATERIALS LIGHTER THAN 18 GA. THE FOLLOWING ARE MINIMUM DESIGN STANDARDS: 4. LIGHT SWITCHES:ACUITY CONTROLS PRE SET ALL PRIVATE OFFICE AND CONFERENCE ROOM SWITCHES TO 7. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. PATCH AND REPAIR ROOF AND 2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS 1. 350 SQUARE FOOT PER TON(UNLESS OTHERWISE APPROVED IN WRITING BY PACTRUST). 'VACANCY"AND TO TURN ON AT LAST DIM LEVEL. ROOF MEMBRANE TO MATCH THE EXISTING ROOF. INDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD INSERTS. 2. ADDRESS LOADS BY SPECIFIC LOCATION AND USE,AS WELL AS CRITERIA PROVIDED TO PACTRUST BY a. STANDARD WALL SWITCH WITH OCCUPANCY SENSOR-USE WSD }i FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLABS. TENANT PRIOR TO CONSTRUCTION: 8. ALL ROOF WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING COMPANIES. APPROVED b. WALL SWITCH WITH OCCUPANCY SENSOR AND DIMMING-USE WSXD \./ COMPANIES INCLUDE: 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS. POSITION a. EXTERIOR EXPOSURE AREAS /1 STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT c. WALL SWITCH WITH DIMMING AND CEILING MOUNTED OCCUPANCY SENSOR-USE SPOD W a. ARROW ROOFING, 503-460.2787 LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE b. INTERIOR AREAS,SIZE AND USE WAREHOUSE LIGHTING b. ROOF TOPPERS,360-574.7248 JACK STUDS OVER OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE c. CONFERENCE/TRAINING ROOMS " STUDS AT CORNERS,POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT TOP 1. RE-LAMP EXISTING FIXTURES c. GOT YOU COVERED ROOFING,503-975-9136 AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TO THE TRACKS.PROVIDE LONG LEG d. COMPUTER/SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION TRACK AT TOP OF WALL TO ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE ABOVE. AND 24-HOUR USE.VERIFY NEED FOR A SEPARATE SPLIT SYSTEM TO MAINTAIN TEMPERATURE. U 10.CONTRACTOR MAY SUBMIT ALTERNATE ROOFING CONTRACTOR TO BE REVIEWED AND APPROVED BY L PACTRUST PRIOR TO CONSTRUCTION 4. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR 3. SYSTEM DESIGN CRITERIA-SIZE ZONES FOR 3-5 TON UNITS BASED ON USE&EXPOSURE CRITERIA. THE PROJECT. PACKAGED OR SPLIT SYSTEM EQUIPMENT GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES. 11.VERIFY WITH BUILDING OWNER ANY ROOF WARRANTY REQUIREMENTS VAV OR WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3 TONS SHALL BE SPLIT INTO MULTIPLE 12.KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS 5. AT TOILET ROOMS TO RECEIVE SHEET VINYL FLOORING, INSTALL THE GYPSUM BOARD(OR AUQATOUGH) ZONES. AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. WITH 1/4"GAP BETWEEN THE BOARD AND THE FLOOR TO PREVENT WICKING. 4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY 8 RETURN GRILLES. C 13.PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO 6. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURER'S RECOMMENDATIONS. O 5. VACANT SPACE SHALL HAVE DEDICATED GAS SERVICE FOR FUTURE BUILD-OUT OR FREEZE PROTECTION. Q O COMMON CORRIDORS AND STAIRS,BUILDING ENTRANCES,SUITE ENTRANCES,ETC. THE CONTRACTOR WILL 7. FINISH QUALITY: M BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION AREA PROCESS TRADE NOMENCLATURE 6. UNITS: LENNOX,TRANE,YORK OR CARRIER-7 1/2-TON MAXIMUM UNIT SIZE. ANY UNIT IN EXCESS OF 7 1/2 W *k ACTIVITIES. TONS SHALL HAVE SPECIAL WRITTEN APPROVAL FROM PACTRUST. 14.PROVIDE MAXIMUM DUST PROTECTION BETWEEN EXISTING AND EXPANSION SPACE. WAREHOUSE TAPE/FINISH COAT• TIGHT DOUBLE(LEVEL 3) 7. HVAC UNITS EQUAL TO OR GREATER THAN 5-TONS TO HAVE DUCT SMOKE DETECTORS AND BE CONNECTED 15.PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING OFFICE/OTHER AREAS TAPE/2 FINISH COATS"/ SMOOTH FINISH TAPED(LEVEL 4) TO A MONITORING STATION WITHIN THE BUILDING. Y RESTROOM FACILITIES. USG"FIRST COAT" 'SAND AFTER TAPE/FINISH COAT(S) 8. ROOF TOP UNITS SHALL BE PLACED 24'MINIMUM FROM ROOF EDGE TO CENTER OF UNIT. MULTIPLE UNITSa 04 16.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT NOTE:AT EXTREMELY DARK ACCENT WALLS PROVIDE LEVEL 5 FINISH. SHALL BE PLACED SYMMETRICALLY IN A LINE BASED ON LOAD CALCULATIONS BY STRUCTURAL ENGINEER. Q N PRE -CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER 9. CURBS: 14"HIGH CURBS. ASSEMBLED AND LEVELED TO ROOF,ANCHORED TO STRUCTURAL MEMBERS Q 0 COMMON BUILDING AREA BE USED FOR STORAGE. BELOW ROOFING. 8. FINISH EXPOSED NTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS ITKEEP THE ROOF FREE OF DEBRIS(I.E.NAILS,SCREWS,BOTTLES,ETC.)AT ALL TIMES. SHOWN ON PLANS. a, PROFESSIONALLY ROOF IN ALL CURBS AND PENETRATIONS BY PACTRUST APPROVED ROOF 0 O CD to CONTRACTOR. SEE DIVISION 1 GENERAL NOTES THIS PAGE. W 0 Lf)1 B.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. 09 53 00 SUSPENDED ACOUSTICAL CEILING fn db. UNIT MUST BE LEVEL,SEALED WITH NO AIR LEAKS AND COUNTER FLASHED. � n C 19.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, 1. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. � ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. c. CONDENSATE MUST BE TRAPPED AT UNIT. 2. FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING E U) Q N N 201EAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. SYSTEM,INCLUDING GRID,PANELS,AND HANGARS AND ACCESSORIES. 10.SEISMICALLY ATTACH UNIT TO CURB IN CODE-APPROVED METHOD. 0 FJ- 0 (D 21.CLEAN ADJACENT EXTERIOR AREA, I.E.WALKS,EXTERIOR GLASS,ETC. 3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES,INC. 11.ALL GAS PIPING SHALL BE STANDARD BLACK STEEL PIPE W/SUPPORTS PER CODE. PIPING SHALL BE RUN U') i M M INSIDE OF BUILDING W/LEAD FLASHINGS AT ROOF PENETRATIONS. LEAD ROOF JACKS TO BE SEALED AND co d v O 22.FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS. 4. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LIMITED TO CLAMPED(STAINLESS STEEL WORM GEAR). 23.CLEAN ALL SUPPLY AND RETURN DIFFUSERS AT PROJECT COMPLETION. INSULATION,GYPSUM BOARD,LIGHT FIXTURES,MECHANICAL SYSTEMS,ELECTRICAL SYSTEMS AND FIRE SPRINKLERS 12.ALL EXISTING AND NEW GAS PIPING EXPOSED TO THE EXTERIOR TO BE PROTECTED FROM RUST AND 24.PROVIDE'AS-BUILT"DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION."AS-BUILT' CORROSION WITH OIL BASED PAINT(COLOR GREY). DRAWINGS MAY 8E IN THE FORM OF TWO COPIES OF CONSTRUCTION DOCUMENTS MARKED-UP WITH RED 5. PRODUCTS: 13.LOW VOLTAGE IN SEALTITE CONDUIT FROM BELOW ROOF LINE DIRECT TO UNIT. DO NOT EXCEED BEND 0 PEN.DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE MANUALS a. GRID-PRELUDE 24 XL 15/16°EXPOSED TEE(HEAVY DUTY) RADIUS OF MANUFACTURER'S GUIDELINE. r SHALL BE PROVIDED FOR ALL MECHANICAL,ELECTRICAL AND PLUMBING EQUIPMENT.PROVIDE AS-BUILT CAD b. TILES-ARMSTRONG FISSURED#705,24 x 24 x 5/8"W/ANGLED TEGULAR EDGE 14.ECONOMIZER TO MEET CODE AND AS FOLLOWS: - FILES TO PACTRUST FOR ALL MEP TRADES.PACTRUST MAY HOLD CONTRACTOR'S FINAL PAYMENT UNTIL "AS-BUILT"DRAWINGS AND O&M MANUALS HAVE BEEN RECEIVED AND APPROVED. c. ACCESSORIES-MANUFACTURERS'STANDARD a. 6 TONS AND ABOVE MUST HAVE ECONOMIZER. - m 25.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, 6. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUTITRIM TILE EDGE TO CREATE TEGULAR EDGE b. BAROMETRIC RELIEF ON 5-7 112 TON UNITS. - FUNCTIONING PROJECT INCLUDING ALL GENERAL,MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED CONDITION SO THAT CEILING TILES LAY FLAT. - c. 8 TONS AND ABOVE MUST HAVE POWER EXHAUST. M TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED,REGARDLESS OF 7, CEILINGS LESS THAN OR EQUAL TO 144 SF AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE N WHETHER OR NOT SHOWN ON THE DRAWINGS ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS. d. 1 ill THRU 4-TON OSA INTAKE WITH DAMPER. 0 26.ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED"N.I.C.". 8. CEILING AREAS OF 1,000 SF OR LESS SHALL BE EXEMPT FROM LATERAL-FORCE REQUIREMENTS. 15.ALL UNITS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE REQUIREMENTS. a 27."ALIGN"AS USED IN THESE DOCUMENTS,MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME 9, INSTALL CEILING GRID WITH TWO EDGES ATTACHED TO ADJACENT WALLS. THE OTHER TWO EDGES SHALL BE 16.DROP CANS TO BE SAME SIZE AS CURB OPENING AND TO EXTENDED TO WITHIN 2'OF SUSPENDED COILING. PLANE, EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. ATTACHED TO WALL MOLD USING BERC2 CLIPS ALLOWING THOSE TWO SIDES TO FLOAT. MINIMUM 26 GAUGE FOR SUPPLY AIR. SEAL EDGES OF SUPPLY AIR. - -' 28:DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS.DRAWINGS ARE INTERRELATED. --- -- -- '- - - - 17.DISTRIBUTION DUCTWORK: -- -� --- -'-- -- 10.PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT CONTIGUOUS CEILING GRID AREAS TO - - - -- -- _ - ---" - - 29.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN NO MORE THAN 2500 S.F.THE STATIONARY SIDE OF THE JOINT SHALL PERMIT THE INSTALLATION OF A LIGHT a. SPIRAL DUCT PERMITTED ONLY IF EXPOSED. TWO WEEKS OF PROJECT AWARD.PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO FIXTURE IMMEDIATELY ADJACENT TO THE JOINT. b. 26 GAUGE OR TO SMACNA STANDARDS WHERE DUCT IS CONCEALED ABOVE A CEILING. REPLACEMENT AT CONTRACTOR COST.AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL 11.INSTALL TWELVE GAUGE VERTICAL HANGER WIRE TIES 4 FT ON CENTER WITH THREE TIGHT TURNS AROUND REQUIREMENT PROVIDE THE SPECIFIED ITEMS UNLESS SPECIFICALLY NOTED AS A SUBSTITUTION BY THE THEMSELVES WITHIN THREE INCHES. INSTALL PLUMB WITHIN 1:6 UNLESS COUNTER SLOPING WIRES ARE c. WRAP CONCEALED SUPPLY DUCTWORK IN NON-CONDITIONED AND SEMI-CONDITIONED SPACE WITH CONTRACTOR AND SPECIFICALLY APPROVED BY THE ARCHITECT AS SUCH.REPLACE SUCH PRODUCTS AS PROVIDED.CONNECTIONS AT SUPPORTING STRUCTURE TO CARRY NOT LESS THAN 100 LBS.EACH TERMINAL MINIMUM R4.2 INSULATION WITH FSK BARRIER. DIRECTED AT CONTRACTOR'S COST. END SHALL BE SUPPORTED WITHIN 8 INCHES OF EACH WALL. d. HANGERS 12 GAUGE WIRE OR 18-GAUGE 1"WIDE STRAP. EXPOSED DUCT MUST HAVE ALL THREAD 30.SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK,SPECIAL SYSTEMS,MECHANICAL,ELECTRICAL AND 12.PROVIDE LATERAL-FORCE BRACING AT GRID MAIN WITH RIGID VERTICAL STRUTS TWELVE FEET ON CENTER HANGERS AND FULL DIAMETER STRAP UP TO 18"0. LARGER THAN 18"MUST HAVE SADDLE TYPE CLAMP. PLUMBING SYSTEMS(INCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF ALL SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE EACH WAY BEGINNING WITHIN SIX FEET OF PERIMETER EDGE. e. BRANCH DUCTS SHALL BE PLUMB AND SQUARE(NO OCTOPUS) TEES SHALL BE MAXIMUM OF 45 COPY AND ONE CORY WILL BE RETURNED TO THE CONTRACTOR. 13.INSTALL 12 GAUGE SEISMIC SPLAY WIRE TO THE MAIN BEAM WITHIN 2 INCHES OF EACH VERTICAL STRUT. DEGREES. 31.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS WIRES TO BE ARRAYED 90 DEGREES FROM EACH OTHER AND AT AN ANGEL NOT EXCEEDING 45 DEGREES f. EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH. CONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER FROM THE PLANE OF THE CEILING.ATTACHE SPLAY WIRES TO GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A MINIMUM DESIGN LOAD OF 200 LBS OR THE ACTUAL DESIGN LOAD,WITH g• ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN.24"ABOVE FINISH CEILING. INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. T. ALL SPRINKLER HEADS SHALL BE LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN THIS TYPE SYSTEM. COORDINATE A SAFETY FACTOR OF 2,WHICHEVER IS GREATER. 18.FLEX DUCT WILL BE NO LONGER THAN 6'FROM RIGID DUCT DOWN TO DIFFUSER. N CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE 14.VERTICAL STRUTS TO BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE ABOVE. 19.DIFFUSERS: APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY 15.USE ARMSTRONG BERC2 CLIPS TO SATISFY SEISMIC WALL CONNECTION REQUIREMENTS.SEE DETAIL. a. SUSPENDED CEILING SYSTEM(T-BAR)-PERFORATED FACE ADJUSTABLE CURVED BLADES-DESIGN THE ARCHITECT PRIOR TO INSTALLATION. .TITUS PCS SUPPLY AND TITUS PAR RETURN OR APPROVED EQUAL. 32.COORDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE 16.INSTALL SPREADER BARS AT TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS AT UN-ATTACHED INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. EDGES.SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 b. - GYPSUM BOARD CEILING;SUPPLY-CURVED BLADE W/OBD DESIGN TITUS 250;RETURN-BAR TYPE- INCHES OF THE PERIMETER WALL. DESIGN TITUS 350;EXHAUST-METAL OR ALUMINUM-1/2"x 1/2"EGG CRATE DESIGN TITUS 50F. GENERAL WIN EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES. c. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT OR NEAR CLOSEST 1. REMOVE ALL EXISTING VCT,SHEET VINYL,ETC.IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR WYE BRANCH. TO INSTALLATION OF NEW FLOORING. 18.TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF LEVEL. 19BENT OR DAMAGED T-BARS TO BE REPLACEDd. CLEAN OR REPLACE ALL SUPPLY AND RETURN AIR GRILLS.AND THEIR HOUSINGS AT PROJECT . . 2. ALL ROOF PENETRATIONS FOR ELECTRICAL,LOW VOLTAGE,GAS PIPING,ETC.SHALL BE SLEEVED THROUGH COMPLETION. A LEAD ROOF JACK,CLAMPED WITH A STAINLESS STEEL CLAMP AND SEALED WITH VULKEM 921 20.REPAIR HOLES IN GRID FROM REMOVED WALLS. USE OF ARMSTRONG"BP ES4"EXPANSION SLEEVE 20.THERMOSTAT: ALL EXISTING MERCURY TYPE THERMOSTATS TO BE REPLACED. NEW THERMOSTATS TO BE POLYURETHANE SEALANT. SILICONE SEALANT NOT PERMITTED. ACCEPTABLE. HONEYWELL COMMERCIAL GRADE VISIONPRO 8000 TOUCH SCREEN MODEL TB8220U1003 WHERE POSSIBLE. 08 10 00 DOORS AND WINDOWS 09 62 00 SPECIALTY FLOORING A PROVED SUBSTITUTE: TOTAL-LINE SIGNATURE COMMERCIAL THERMOSTAT MODEL NO.P374-2800 -7 DAY 1. RE-USE EXISTING DOORS AND FRAMES WHERE POSSIBLE CONCRETE PROGRAMMABLE WITH LOCKOUT FUNCTION-AUTO CHANGEOVER ONLY. MOUNT AT ADA HEIGHT(MAY REQUIRE CHANGING HEIGHT AT"REPLACEMENT"LOCATIONS). CONTRACTOR SHALL PROGRAM 2. APPROVED DOOR,FRAME,AND HARDWARE SUPPLIERS INCLUDE: 1. AT OFFICE CONCRETE FLOORS FILL ALL CRACKS,EXPANSION JOINTS AND OTHER DEFECTS WITH SPAL-PRO THERMOSTATS AND BALANCE SYSTEM. RS 88.VERIFY COLOR THE ARCHITECT PRIOR TO INSTALLATION a. BAXTER AND FLAMING. (503)225.0488 21.THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. b. D&D DOOR (503)205-5533 2. OFFICE CONCRETE FLOORS TO BE SEALED CONCRETE-DIAMOND GRIND TO REMOVE ALL FLOORING 22,WAREHOUSE HEAT: IL ADHESIVE DOWN TO CLEAN BARE CONCRETE-SEAL WITH MINIMUM THREE COATS OF SPARTAN CHEMICAL N/C c. BENSON INDUSTRIES (503)907-2200 (NO CHARGE)STATIC DISSIPATIVE FINISH-SEALER a. GAS FIRED UNIT HEATERS USED IN NON-CONDITIONED AREAS SHALL COMPLY WITH CURRENT STATE d. GRANT SUPPLY (360)887-0647 3. AT WAREHOUSE CONDITION,FILL ALL CRACKS,EXPANSION JOINTS AND OTHER DEFECTS WITH SPAL-PRO RS ENERGY CODE REQUIREMENTS. PROVIDE ADJUSTABLE T-STAT FOR EACH UNIT. 3. DOOR AND RELITE FRAMES SHALL MATCH EXISTING. SUBMITTAL REQUIRED PRIOR TO ORDERING MATERIAL. 2000 WHERE INDICATED ON FLOOR PLAN. 23.EXHAUST FANS: NEW FRAMES TO BE FACTORY FINISH CUSTOM COLOR. 09 9123 PAINTING a. CEILING MOUNTED EXHAUST FANS SHALL HAVE A MINIMUM PERFORMANCE TO MEET THE CURRENT 4. FIELD VERIFY EXISTING DOOR; CODE REQUIREMENTS INCLUDING INTEGRAL BACKDRAFT DAMPER AND VENTING TO THE EXTERIOR.FRAME AND HARDWARE FINISH PRIOR TO ORDERING. ALL NEW DOORS, INTERIOR: FRAMES AND HARDWARE TO MATCH EXISTING BUILDING STANDARDS. COOK GEMINI SERIES 100 OR EQUAL;80 CFM WITH A SONE RATING OF 1.6 OR LESS,100 CFM WITH A W � 1• WALLS: SONE RATING OFA OR LESS,200 CFM WITH A SONE RATING OF 1.6 OR LESS. Lo 5. ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. a. PRIME NEW DRYWALL WITH MILLER PAINT HIGH-BUILD"SUPER SEAL'PRIMER. b. SINGLE FIXTURE RESTROOMS,JANITOR'S CLOSETS OR SINGLE SHOWER ROOMS TO HAVE CEILING Z M 6. DOOR HARDWARE SHALL BE SCHLAGE AL SATURN OR D RHODES SERIES U.N.O. MOUNTED EXHAUST FANS,WIRED PER DIVISION 16 AND SWITCHED WITH THE LIGHTS. LLJ U b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT 7. ALL DOOR HARDWARE SHALL BE INSTALLED WITH A 2 3/4"BACKSET. 1204-XX WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER PAINT 170-5-XX S/G c. MULTIPLE FIXTURE RESTROOMS,COMBINATION RESTROOM&SHOWER,AND LOCKER ROOMS TO HAVE Z LATEX ENAMEL. ROOFTOP MOUNTED EXHAUST FAN,FACTORY CURB AND BACKDRAFT DAMPER,WIRED PER DIVISION 16, W J 8. DOOR FINISH SUBMITTAL:CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DOOR FRAMES,DOOR CONTROLS AS REQUIRED BY DESIGN.COOK ACE-D SERIES OR EQUAL. N HARDWARE AND DOORS AS WELL AS A CONTROL SAMPLE OF THE FINISHED DOOR SKIN W/STAIN AND FINISH 2. DOORS AND FRAMES: Q Qn APPLIED(IF NEW DOORS ARE BEING PROVIDED). BEFORE FINISHING OF DOORS IS COMMENCED ARCHITECT d. SPECIALTY ROOMS REQUIRING EXHAUST SHALL MEET THE ABOVE MINIMUM REQUIREMENTS- SHALL APPROVE CONTROL SAMPLE. FINISHED PRODUCT IS SUBJECT TO REJECTION BY ARCHITECT IF THIS a. NEW HOLLOW METAL-PRIME,SAND,AND FINISH WITH TWO COATS OF SEMI-GLOSS OIL.SPRAY OR INDIVIDUAL ROOMS WITH AN EXHAUST REQUIREMENT GREATER THAN 250 CFM,SHALL HAVE A O Z 0 PROCESS IS NOT FULLY ADHERED TO AND FIELD PRODUCT DOES NOT MATCH THE APPROVED CONTROL ROLLED APPLICATION. ROOFTOP MOUNTED FAN. 0• Q 0� SAMPLE. b. EXISTING HOLLOW METAL-SAND,FILL IMPERFECTIONS WITH RONDO,SAND AND PRIME PATCHES WITH 24.HVAC TESTING. IR w O 09 00 00 FINISHES ALKYD PRIMER,AND FINISH WITH SEMI-GLOSS OIL ENAMEL.SPRAY OR ROLLED APPLICATION a. CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES,COMPONENTS,c. O Q U WOOD-PRIME WITH ALKYD OIL UNDER-COATER,SAND,FILL ALL FASTENING HOLES WITH PAINTER'S z GENERAL EQUIPMENT AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH Z PUTTY,CAULK ALL CRACKS IN CASINGS AND BETWEEN JAMBS AND WALLS USING DAP LATEX CAULK, APPROVED PLANS AND SPECIFICATIONS. J 1. CLEAN,SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS.EXCLUDES LVT. f , AND FINISH WITH SATIN OIL ENAMEL. U U 2. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: b. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN LL I­_d. WOOD-STAIN,SEAL AS REQUIRED,AND VARNISH WITH SATIN VARNISH. ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. a U h of a. FLOOR COVERINGS,BASE AND TRANSITION STRIPS 3. CEILINGS: 0 c. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND 0 Q 0 O b. PLASTIC LAMINATES a. EXISTING GYP BOARD/PLASTER-SAND,SPACKLE ALL IMPERFECTIONS,SPOT PRIME AND FINISH TO FILED WITH PACTRUST. L•L 0- h 0- c. ALL NATURAL WOOD(INCLUDING DOORS AND CASEWORK) ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT 6200 OR 4480. 25.PROJECT CLOSE OUT DOCUMENTS REQUIRED: d. PAINT b. NEW GYP BOARD/PLASTER -PRIME WITH SUPER SEAL AND FINISH TO ACHIEVE UNIFORM COVERAGE a. AutoCAD FILE SHOWING AS-BUILT INFORMATION. DATE. 3/26/20 e. TILE,MARBLE,GRANITE,STONE,GROUT AND SCHLUTER TRIMS WITH MILLER PAINT 6200 OR 4480. b. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE. CONSTRUCTION LEGEND Permit / Const I. TOILET PARTITIONS 4. GENERAL NOTES: c. HARD COPY OF AutoCAD FILE ABOVE. g. HARDWARE a. KEEP ALL HARDWARE,HINGES,AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS,DRIPS,OR ROLLER EPd. OPERATIONS MANUALS FOR ALL EQUIPMENT,INCLUDING TSTATS. REVISION EXISTING TO REMAIN 3. FINISH FLOORING TO EXTEND UNDER ALL NEW CASEWORK. b. ALL SURFACES TO BE SANDED BETWEEN COATS,PRIOR TO INSTALLATION OF NEXT COAT. e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED. 4. PROVIDE A TRANSITION STRIP WHERE EVER TWO DIFFERENT FLOOR MATERIALS MEET c. DURING PROGRESS OF WORK,KEEP JOB SITE CLEAN OF ALL PAINT MATERIALS,RUBBISH,CANS,AND 26 00 00 ELECTRICAL: DESIGN/BUILD -------- EXISTING TO BE REMOVED 5. PROVIDE SCHLUTER METAL TRIM AT ALL EXPOSED EDGES OF TILE(EXCEPT AT SULLNOSED EDGE) RAGS AT THE END OF EACH DAY. GENERAL 2 1 . , NEW STANDARD WALL WITH INS. 09 21 00 GYPSUM BOARD dUPON COMPLETION OF WORKCLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING 1. ALL ELECTRICAL FEEDS TO OUTLETS,SWITCHES,ETC. MUST BE VERTICAL DROPS FROM ABOVE EXCEPT FOR 2 AND SCRAPING,USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. HORIZONTAL RUNS UNDER WINDOWS AND RECEPTACLES ON THE SAME STUD. ® e. NEW STANDARD WALL TO ROOF STRUCTURE GENERAL e. PROTECT WORK OF OTHER TRADES. 3. 1. ALL GYPSUM BOARD WALLS: ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD,EITHER AT RIGHT ANGLES OR 2. ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOW SILLS TO BE ROUTED THROUGH BUILDING PARALLEL TO FRAMING ON EACH SIDE OF METAL STUDS SPACED AT 24'O.C. FASTEN WITH 1'TYPE S I. PROVIDEWET PAINT SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES. SHELL WALLS. DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS. DUPLEX RECEPTACLE a ELECTRICAL PANEL 4. DRYWALL SCREWS 8"O.C.TO VERTICAL EDGES AND 12"O.C.TO TOP AND BOTTOM RUNNERS AND 10 00 00 SPECIALTIES 3. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL AND BREAKER. INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24"O.C.(OR ONE SND SPACING), EACH SIDE AND OPPOSITE SIDES.. 10 4416 FIRE EXTINGUISHERS 4. PROVIDE TYPEWRITTEN UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS. FOURPLEX RECEPTACLE O POWER J-BOX 5. 2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WITH SANDING BETWEEN 1. FIRE EXTINGUISHER 2A10 BC (WALL MOUNTED OR IN SEMI RECESSED CABINET AS INDICATED ON PLAN) 5. VERIFY ELECTRICAL METER AND TAG METER WITH THE TENANTS ADDRESS OR SUITE NUMBER. METER p FINISH COATS(LEVEL 4 FINISH). PAINT AS INDICATED. 2. FIRE EXTINGUISHER CABINET: JL INDUSTRIES ACADEMY SERIES MODEL#C102N10. IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO DEDICATED OUTLET ® FLUSH MOUNT FLOOR MONUMENT W/POWER AND DATA 6, TENANTS MOVE-IN. ,,(I.I�,, 3. ALL OTHER GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND ONE FINISH COAT WITH SANDING AFTER FINISH 12 00 00 FURNISHINGS 6. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN EXIT PATH SHOWN ON PLAN EQUAL TO dv EXISTING ELECTRICAL TO REMAIN FIRE EXTINGUISHER IN RECESSED CAB. 7. COAT(LEVEL 3 FINISH). PAINT AS INDICATED. 1-FOOT CANDLE. 4. IN FINISHED SPACES FURR-OUT BUILDING COLUMNS AND EXTERIOR WALLS WITH 5/8"GYPSUM BOARD OVER 1. CLEAN/REFURBISH EXISTING BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. / FLOOR MONUMENT W/SERVICES SHOWN ®E FIRE EXTINGUISHER-SURFACE MOUNTED 8. METAL STUDS. 2100 00 FIRE SUPPRESSION : DESIGN/BUILD 7. EXIT LIGHTS:RUUD LIGHTING'PLASTIC LED EXIT SIGN"MODEL EXPBURWH RED LETTERS,WHITE QT 5. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS STOREFRONT.QUIETJOINT SHH WHERE WALL 1. ADJUST EXISTING SPRINKLERS THROUGHOUT SPACE AS REQUIRED BY CODE. SPRINKLER HEADS SHALL BE 8, WHERE NEEDED,CONTRACTOR TO FURNISH AND INSTALL NEW DRY TYPE TRANSFORMERS TO PROVIDE HOUSING,WITH BATTERY BACKUP. SPECIAL OUTLET THERMOSTAT MEETS MULLION AND QUIETJOINT SHG WHERE WALL MEETS GLAZING.COLOR SELECTED BY ARCHITECT. CENTERED IN 2 X 2 CEILING TILE.LAYOUT OF SPRINKLERS BY CONTRACTOR. SPRINKLER LAYOUT IN ALL HARD 208V/120V POWER FROM THE 48OV1277V SYSTEM. SIZE TO BE BIDDER DESIGN. TEL/DATA MUD RING WITH PULL STRING DRAWN BY: 6. AT ALL EXISTING WALLS,REMOVE ALL NAILS,SCREWS,FASTENERS,ETC.LEFT BY PREVIOUS TENANT AND CEILING AREAS(GYPSUM BOARD/PLASTER)TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO PATCH HOLES READY FOR PAINT. INSTALLATION. a. TRANSFORMERS TO BE ENERGY STAR LABELED. R.M.T. 7. REPAIR GYPSUM BOARD AT REMOVED ELECTRICAL RECEPTACLES OR DATA BOXES AND FINISH READY FOR 2. IN NEW CEILING GRID SYSTEMS OVER 144 SF PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC b. CASE TO BE TOTALLY.ENCLOSED WITH LOUVERS TO PREVENT FOREIGN OBJECTS INTO THE INTERIOR. - EXHAUST FAN MOVEMENT. NO"OOPS RINGS ALLOWED" 2 X 4 FLUOR.FIXTURE PAINT c. ENCLOSED AND VE. NTILATED,AIR COOLED TYPE,CLASS H INSULATION,DESIGNED FOR 115 DEGREES C PARABOLIC LENSE 2x2 B. UPON REMOVAL OF WALL BASE,REMOVE RESIDUAL ADHESIVE AND PREP WALL TO PAINT READY CONDITION. 23 00 00 HVAC : DESIGN/BUILD TEMPERATURE RISE ABOVE 40 DEGREES C AMBIENT TEMPERATURE AT FULL LOAD CONTINUOUS TILE SPRINKLER HEAD OPERATION. EQUIP WITH 2-112 PERCENT ANFC TAPS AND FOUR 2-1/2 PERCENT BNFC TAPS. MAXIMUM WALL CONSTRUCTION MATERIALS GAS METER SOUND LEVEL SHALL BE NEMA STANDARD WITH ISOLATION DAMPERS BETWEEN THE CORE AND COIL 2 X 4 FLUOR.FIXTURE SIGN LED RED 1. PROVIDE STUDS,TRACKS,BRACING,FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE 1. CONTRACTOR TO VERIFY GAS METER AND TAG METER WITH THE TENANTS ADDRESS OR SUITE NUMBER. ASSEMBLY AND CASE. PARABOLIC LENSEISTEADY BURN BALLIST e EXIT ( ) INSTALLATION. METER IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR 11.FOR FLOOR POWER AND DATA ACCESS HORN/STROBE FIRE ALARM ALL MOUNT TO TENANTS MOVE-IN. RECESSED LED LIGHT(TYP.) tE1 (W ) 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURAL a. AT RAISED SLABS:USE WIREMOLD RC7 FLUSH POKE-THRU SERIES OR EQUAL PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LIVE LOADS. HVAC•BID PROCEDURE ® SUPPLY DIFFUSER 88 HORN/STROBE FIRE ALARM(CEILING MOUNT) DESIGN FRAMING IN ACCORDANCE WITH AISI SG-873. 1. FOR BIDDING PURPOSES,THE HVAC CONTRACTOR WILL ASSUME THAT EXISTING HVAC EQUIPMENT IS IN b. AT SLAB ON GRADE:USE WIREMOLD RFB4E BOX WITH 6CTC2 COVER AT CONFERENCE ROOMS AND 6CFFTC COVER AT FURNITURE FEEDS.PROVIDE 1'CONDUIT FOR POWER AND 2"CONDUIT FOR A� l 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446/A 446 M GRADE A(33000 PROPER WORKING ORDER. DATA. ® RETURN DUCT O SMOKE DETECTOR PSI)G60. 2. INVENTORY EXISTING H.V.A.C.ROOFTOP UNITS AND SUBMIT TO ARCHITECT A CONDITIONS REPORT OF EACH 12,LOW VOLTAGE SYSTEMS(TELECOMMUNICATION AND DATA)BY FUTURE TENANT. 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR UNIT 1 2 3 4 5 1 2 3 4 5 10,...Aj n .. A A - - #3092 - - — -- --- — - Qj MARTIN W.HANSON n ELEC. ELEC. ROOM uu > ROOM 1 (n�CLA KAM S,OREGON = G' 8 3 � r_ ___ 9�F 0 it • - 1 PROJECT #20270 O O f I >< >< 1 ,.< f . r 1. © 111 4-1 ry B ,I -- - - - L YY ,T C � o co 1 2 U O 0 I i F ,3 Ci ' 1 >f' I '><' Y 4' 3 'R I FYI y a_ N OOCDLO J M 3 g N N • rp � C _ _ C — — — I CD M M L0 to r e o 3 3 ` J a O ® O ® co v N r ' i ' I Z da j O O a I>G' I •'', W f 0 0 I V O V Z 41 Z . X I X L W I IG I I I DF I I I I I I I I I I I I I M1 1 . I IL W EXPANSION SPACE WORK SCOPE NOTES: EXPANSION SPACE WORK SCOPE NOTES: Z Lo co 1O Remove all interior Improvements shown,Provide dust protection of existing C7 Remove existing light fixtures as shown(relocate where shown) L space during all phases of construction I l U O2 Remove all flooring and base with exception of rest room ceramic the ® Remove drywall ceiling; L Z � w' f— J N • Note-re-lamp all fluorescent lights throughout space using cool bright white Q Q r Steam clean existing CT in rest rooms and re-seal grout lamps(4100k). O Z py ® All other flooring to be sealed concrete-diamond grind to remove all flooring d E adhesive down to clean bare concrete-seal with minimum three coats of R W O Spartan Chemical N/C(No Charge)Static Dissipative Finish-Sealer Q Q Clean/refurbish blinds and install opaque film to interior glass face ` / — r , Q © Provide maximum protection of existing space throughout construction of `4/J U) J expansion space. ` C..) O � - Note-prep and paint entire first additional space Q O d d DATE: 3/26/20 Permit / Const REVISION 1 . 2. 3. 4. - - - - - - - - - 6. 7. 8. � DRAWN 8Y: • R.M.T. 8 i F15 H1 DEMO PLAN H - 2 CEILING DEMO PLAN N LLLL N A� 2 A-2 SCALE 1/8"=1r-01' A-2 SCALE 1/8"=1'-0" -- 5 1 2 I 3 4 5 - �- - - C - - Ali A � #3082 J,� u- MARTIN W.HANSON ^� r- i r-------i r-------i I ELEC. ELEC. r-=-,,-r--; L------- -------� ROOM 6 10 E9 31 ROOM �� --- - - r___,r---, ---,r-- CLA KAM OREGON I 11 n A r___I II n II 1 .7 igl I I I A I I II I II I I II 5 I I A 1 I PROJECT #20270 I I I A I I A I I II I i j I I I p I I II I I it I --- I --- 1 II I -- 0 I I I _� •___x_== n_=_1 1 U 4-41 ---, L_______J L___--__J I I WAREHOUSE L --- 117 r------- I I J I •E C - - - - - --- U --; e Q I 1 I I I II I i-------j 1 II �_=-it-=-i © C I I I II I O O A M ,^ 5 ' I i n ® j WOMEN MEN V, 1 n 116 U) n �=__x___ 175 1 I II I I A I ' (� n -- = N I I I r 1 A I i 40" ii Q N -- 'L--- I :40" n - O rn "---- I 1 I II I r -----i �{P' `J to ' PRODUCTION 40" 01 I I I 11 I 114 �\ e © g N N C — — — — — — — — 0 CO(0 n J r- M O lO LL0 I I I II I f-------1 r-------1 f- l � v v I IL I 1 1 I I I 11 I L_=__r_nJ L_____n_J L_____=_J I I II I A II I 1 A 1 1 II 11 10, I I II I 1 U II • 9 O I II I 1 A I I N I I II I I 11 I I I r I II I 1 A I 1 II I I II I I I I II Ir___i m I II I I II I I A 1 1 IL--'--- "-------' I II I II 1 I 11 II co O I 11 I I II i I N I I II I - U CN ZI __ N __ 1 1 ___�L___ 11 ' ___ It x--- I . 0 i_ `-' i_ O ,li i___ JO__� SHOWER SHOWER O ----- ------ Z _. -._ ._. _._-__ __. ___. 110 _ 113 Z a r-, I i a W u -- II r_______'r_-----,I Ir------ ,r p - -I - ------- W - r----�r 11 ,) II II II CD,- ]::D Q ClII I I II I I n I u I 1 1 I. , I L____JL____J I II I I I � •. • L____ I I 1 /^ __�L_______� V L____J 6fi'MI ROJCl IZ r____ 45•MI O 5 Z D f____ --ir-------i u 1 BREAK X X L____ __JL=======J L____ W —'-' --if r---- to7 I WOMEN MEN W LOADING n DF 106 L____ --JL—___—_—J 5,1 109 ®° ® 1t2 1 I I _1-- DF II 1 I I I II I I I ' __IL—______I I 77 L___- "----- C 7L111.11 L.L1J_JC 7 IT I • • I • 1 II I 111 I I u I STAGING AREA 1 'L u 1 E L----J L----J — — — — — — 105 — — — — — — — — _ r----Ir---_I I u 1 E/� — I II I 1 1 r---_---il II I IL--- ' II I I --- IL I I �/J�) I I i I I I r =_ ---i r===1I I r-=-==-- 1 I A I I II I I I }-_-I I II I 1 1 1 I II I - I II I A I I I I II 1 I I W I It I A I 1 I 11 I n A 1 n EXPANSION SPACE WORK SCOPE NOTES: Z LO n A I N 1 r-------i EXPANSION SPACE WORK SCOPE NOTES: I 11 1 A I 1 I I 1 n 1 1 tO Remove all interior Improvements shown.Provide dust protection of existing C7 Remove and relocate existing light fixtures as shown �J,J p===;p===, L-- —_—� space during all phases of construction U I A I•---i ii 1 A ' ' " I 1 ° i © Relocated light fixture location W ZIt I 11 I I 1 e I u 1 O2 Remove all flooring and base with exception of rest room ceramic tile J N (14 e i n © New ceiling grid this area Ldp Q I I I 11 I I I 1 I A I I 11 I 1 �I 3 Steam clean existing CT in rest rooms and re-seal grout LL � L—__x —_; 1 Note-re-lamp all fluorescent lights throughout space using cool bright white Z u 1 _=—===1 f=nn�Lnn-i r-------i �___; ® All other flooring to be sealed concrete-diamond grind to remove all flooring 1 `_ x I lamps(4100k). X O IL I IL I IL 1 1 adhesive down to clean bare concrete-seal with minimum three coats of LA 1 � � C• L ------J L-------J L-------J Spartan Chemical N/C(No Charge)Static Dissipative Finish-Sealer 0 U Q Cleanlrefurbish blinds and install opaque film to interior glass face.Film to ' n ' I match existing space , rt____, r____1 L J --- PRODUCTION I i I I © Install new 6'x 9'pair of doors.Left hand active leaf with closer and ND1oS V `---' r-,r-� I 1 I 1 � i 1 u toz I 1 I L__—_--_J lever.No lever on inactive leaf. /1 < 00 r---' LL I I I II I L____J L____J ____J L____J I • . . a r- 0- Note-prep and paint entire expansion space NOTE: DATE: 3/26/20 I � (� I I ALL FURNITURE AND EQUIPMENT SHOWN HERE IS FOR REFERENCE ONLY AND NOT Permit / Const --i IL =4)_ r—==` it r_=O==__it I FOR CONSTRUCTION,TENANT IS RESPONSIBLE FOR DESIGN AND INSTALLATION, REVISION I I 1 11 I I 1 I I A I I II I 1 I I I II I 1 1 I I 1 1 I A I 1 1 I 11 I 1 I I I 1 I I II I I 1 R I e 1 1 II I FINISH MATERIALS ALL FINISHES MUST BE SUBMITTED TO PACTRUST PRIOR TO INSTALLATION. I I 1 I A 1 II I I I I II I 1 A 1 I N 1 1 II I 1 I Z. L------- CARPET LOOP PILE: 1 II i LP MOHAWK GROUP PTR-BROADLOOM'FIBER ART"CROSS KNIT 3. I 1 A I I I N BC375/BQ375-358 RESHAPED FELT,DIRECT GLUE USE MOHAWK BRAND NUBROADLOK PREMIUM ADHESIVE ONLY 4. r- ------l f===_crani (NOTE: FOR PRICING OF ALL MOHAWK PRODUCTS CONTACT: BETH GISH(503)705-4168 or STEPHEN DELONG(971)201-0458 / 6. ' VINYL COMPOSITION TILE: VCT ARMSTRONG RAFFIA,55804 SMOKE,24"x 12"x 1/8" 7. I I 1 IL J -- BASE: I 8. r==L —it r------- RF FLEXCO 4"FLAT RUBBER BASE,071 BLACK/BROWN,AT ALL CARPET ------- 1 n 1 AREAS. 1J A I L_______ _-_ RC FLEXCO 4"COVE RUBBER BASE,071 BLACK/BROWN,AT ALL HARD n i SURFACES. DRAWN BY: A i " PAINT: i R.M.T. PT-1 MILLER 8180 PERFORMANCE FLAT-MIX IXX79W SNOWDRIFT(ALL PRODUCTION&OPEN AREA WALLS,PRIVATE OFFICES,REST ROOM OFFICE j i B i ENTRY __ ALCOVE AND IT CLOSET) OFFICE 104 I 1 1 n I lot PT-2 MILLER 110-4 ACRO PURE ULTRA-LOW VOC 0566 SHEEPSKIN,SATIN -: -= 1 3 LATEX(LUNCH ROOM AND REST ROOMS). ri --- - - ' CONTRACTOR TO PROVIDE OR ALTER EXISTING BUILDING STANDARD BLINDS AT I I I I ----_-- 1 1 I I ALL EXTERIOR GLASS. e "TV --- ♦ L-- --J H ' - 1 PARTITION PLAN N H N � rn _ 2 CEILING PLAN A-3 SCALE 1/8"=1'-0" A-3 SCALE 1/8"=1'-0" DETAIL GENERAL NOTES: 21 FLA 1. FOR WALLS UP TO 14'-0"TALL, USE 3625125-30_ MTL. STUDS @ 24"O.C. UNLESS JOREGON CALLED OUT OTHERWISE IN DETAIL. USE362T125-30 MTL. TRACK. v2. FORWALLS OVER 14'-0"TALL, USE 600S725-33 MTL. STUDS @ 16"O.C. UNLESS " 18 CALLED OUT OTHERWISE IN DETAIL. USE 600T125-33 MTL. TRACK. TYPICAL STUD3. ALL WALLS:ATTACH BOTTOM TRACK TO FLOOR WITH POWDER DRIVEN ANCHORS AT 24"O.C. W OIE 4. IN WALLS WITH ACOUSTIC INSULATION, SET BOTTOM TRACK IN BED OF SEALANT. ' ; i ' PROVIDE HC SIGNAGE FOR ALL FI { i .. t2" NEW AND EXISTING HC RR'S �� 5. FOR WALL FINISHES, FLOOR FINISHES AND WALL BASE TYPE, REFER TOS i',)��� � / KROY#2835209 BLACK(WOMEN) KROY#2835207 BLACK(MEN) PROJECT FINISH SCHEDULE. TYPICAL TRACK !POWDER DRIVEN ANCHORS INSTALL STUDS WITH ' PROJECT #20270 STRUCTURAL SUPPORTING CALLS: SMIN.) FORBRAME IDGING �� � z w " ADDITIONAL SWITCH 1. POWERS 0.300 HEAD (3/4" EMBED)0.145 SHANK DIAMETER ALIGNMENT ; a GANG LOCATION" � ALLOWABLE SHEAR=70 LBS 2. 12'-0"TALL WALL WITH CODE REQUIRED 5 PSF MINIMUM LATERAL wC7 (WIND) LOAD SHEAR=5 PSF ' 12'-0"/2=30 PLF r ..�� CD POWDER DRIVEN = = Z 4--' 3. ANCHORS AT 16"O/C �� �.��� r SHEAR=30 PLF" 16"/ 12"=40 LBS ANCHORS AT 24"O.C. O ELECTRICAL j F U ♦ W OUTLET OR J N U N 4. UNITY CHECK �� (1)#10-16 SCREW J-BOX O z V PER STUD FLANGE a, l-_ m w ILL L 40 LES/70LBS =0.57< 1.0OK ` ,N 0 xW O 5. ANCHORS AT 24"O/C AT NEW WALLS WITH o � x U SHEAR=30 PLF'24"/ 12"=60 LBS ACOUSTIC INSULATION, `O ao 5o ~ 0 4 ^ SET STUD TRACK INA i UNDERCUTDOORAS O r) v 6) 6. UNITY CHECK CONTINUOUS BED OF FLOOR FIN SH EQUIRED TO CLEAR O O 60 lbs/70 lbs =0.86< 1.0 OK co SEALANT U.N.O. 1 GENERAL NOTES 5 WALL BASE DETAIL rq_'� MOUNTING HEIGHTS A-4 SCALE 1" = 1'-0" A-4 SCALE 3" = 1'-0" - SCALE 1/2" = 1'-0" = Q N Orn 20 GA 3 5/8" METAL STUD BRACING TO ROOF ::) D' STRUCTURE AT 10'-0" OC TO BUILDING STRUCTURE 000 O Lo 2'-0" 2'-0" ABOVE FOR WALLS LONGER THAN 12'-0"WITHOUTM h INTERSECTION WALLS. FASTEN EACH END WITH �_ Z CD r (1)#8 SHEET METAL SCREW U) Q N N j co co SOUND INSULATION 4'CENTERED M Q: O O ww�'-- OVER WALL ROOF DECK CL SUSPENDED CEILING OR BEAM RACO STYLE RECESSED REVEAL HEADER. CONCEPT WALLS#1487RDT RACO STYLE .- MTL. STUDS. RECESSED REVEAL p� HEADER. CONCEPT SUSPENDED CLG ASSEMBLY 5/8"GYP. BIRD. BOTH SIDES WALLS#1-487RDT m r v Z x M a w CENTER LINE OF STUD /()4.5, x wo LL -- - 3-1/2" BATT INSUL. IN SOUND ATTENUATION WALLS %` . 20 GA 3 5/8" METAL STUD BRACING TO ROOF STRUCTURE AT 10'-0" OC W/(2)#8 SHEET METAL BOTTOM TRACK. SCREWS AT EACH END. BRACING TO BE PROVIDED WHERE DISTANCE BETWEEN PERPENDICULAR INTERSECTING WALLS OR HORIZONTAL BRACING FINISH FLOOR-TOP OF SLAB �% � BETWEEN WALLS EXCEEDS 12'-0"OC WALL SECTION WITH SOUND INS. 6 WALL BRACING DETAIL A-4 SCALE 1" = 1'-0" A-4 SCALE 3" = 1'-0" BLDG. FLOOR OR ROOF STRUCTURE SEALANT IN 1/2"SPACE, EA SIDE. U) W_ DEFLECTION CHANNEL w 3-1/2" BATT INSUL. MTL. STUDS. cn SUSPENDED CEILING 5/8" GYP. BD. BOTH SIDES SCREW ATTACHED CENTER LINE OF STUD Lu H Lo Z = Z c`') aU -- W W Usk w K W J cn OILL /1/ Q QJ N LL Q � Z_ rn BOTTOM TRACK a o SEALANT IN 1/2"SPACE, EA SIDE. !^ 0 D O O FINISH FLOOR-TOP OF SLAB V J U U z U g 3 OFFICE TO WAREHOUSE SEP. WALL 0.. a SCALE 1" = 1'-0" DATE: 3/26/20 Permit / Const REVISION 1 . 2. 3. 4. 5. 6. 7. 8. DRAWN BY: R.M.T.