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Plans (28) BUP2021 -00043 TENANT IMPROVEMENT - VrC�p�CLA � [� 1 , PROJECT LOCATION for RECEIVEE; INW.eHANSON 6. -- S.W. HAMPTON STREET JAN 2 S 2021 PACTR U ST CITY LDI OF TIGARD AM S,OREGON BUILDING DIVISION '9 �� Tenant: �� OF 0 c082-400 SPEC OFFICE PROJECT #21070 >- PP PROJECT NARRATIVE OFFICE COPY PROJECT CONSISTS OF REMODEL WORK TO 4,758 RENTABLE SF OF EXISTING, VACANT CrrYOFTIGARD, O I OFFICE SPACE, REVI FOR CODECOALPLIAI Amro i" l ++ I WORK SHALL INCLUDE BUT NOT BE LIMITED TO OTC: [ U 9- 00 cfl • SELECTED DEMO OF EXISTING NON STRUCTURAL WALLS Permit#3 PaQQ I- U � i cf)I I I • NON STRUCTURAL DRYWALL/METAL STUDS WALLS Address: ddc� )aq aC4'Sw 9, 10l<wy Q I • SUSPENDED CEILINGS I I DOORS/FRAMES AND PAINTING B Dx 0 o • ELECTRICAL DISTRIBUTION II �I y • LIGHTING c6 Y IN v ALL WORK TO MEET ADA REQUIREMENTS. = Q �— rn VALIDITY OF PERMIT o 0) THE ISSUANCE OF A PERMIT =) OY I I WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT BASED ON CONSTRUCTION 0 O g LO I DOCUMENTS AND OTHER cn p CO r DATA SHALL NOT PREVENT 2 Z v v THE CODE OFFICIAL FROM cn N N PLUMBING WORK ¢ ILLI I I I (/1 FIRE PROTECTION SPRINKLERING REQU(RIiVGTHECORRECTION C) � C° `.° OF ERRORS. OSSC 106.4 c � M co HEATING, VENTILATION & AIR CONDITIONING WORK � o ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE a o 0 I ILLiLLI Im BUILDING INFORMATION IOWNER: PACIFIC REALTY ASSOCIATES, L.P. 00 F --- 15350 SW SEQUOIA PKWY #300 a 1 �� PORTLAND, OR 97224 Q - 1 LOCATION MAP N - - -- - - - - - - (503) 624-6300 (PHONE) -- A 1 NOT TO SCALE (503) 624-7755 (FAX) BLDG. #: ppc082 (Bldg. B) CONST. TYPE.: II-B THIS BUILDING HOUSES MULTIPLE TENANTS INCLUDING THIS TENANT. HE EXISTING _ = BUILDING IS A FOUR STORY BUILDING OF 87,890 SF AND IS FULLY SPRIR KLERED. EACH U) FLOOR IS LESS THAN 23,000 SF ALLOWING FOR NON SEPARATED USE. ACTUAL BUILDING AREA TOTALS BOCCUPANCY = SF r7s _ = F-1 OCCUPANCY = SF wS-1 OCCUPANCY = SF UTOTAL SFL L _ MIXED OCCUPANCY - NON-SEPERATED USES. (OSSC 508.3) Q ® jI ALLOWABLE AREA IS UNLIMITED. (OSSC 507.3) �� U Lu TENANT INFORMATION w o Lo TENANT: ppc082-400 SPEC OFFICE z � O C.) N = OCCUPANCY AREAS & LOADS: CD >- Y � < arn USABLE 4,178 SF 28 OCC 1 Y = o RENTABLE 4,758 SF co a � c CODE SUMMARY U U LL -i CL ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH STATE AND LOCAL Q a a CODE REQUIREMENTS THAT APPLY, INCLUDING BUT NOT LIMITED TO: DATE: 12/18/20 • 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) PERMIT/CONST. AREA OF WORK • 2019 OREGON MECHANICAL SPECIALTY CODE (GMSC) REVISION ' ;:n__ L:" • 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) • 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) 1 • 2019 OREGON FIRE CODE (OFC) 2. • ASCE-7-10 • ICC/ANSI A117.1-2017 3. 2 BUILDING PLAN Z • 2019 OREGON ENERGY EFFICIENCY SPECIALTY CODE 4. A 1 SCALE 1" = 50' 5. 6. 7. 8. CITY OF TIGARD DRAWN BY: Approved by PlanningR.M.T. Date: 2 20l Initials: ih. 01 00 00 GENERAL DATA WALL CONSTRUCTION EXECUTION 13.KITCHENBREAK ROOM CABINETS-BASE CABINET WITH P-LAM TOP ON PLYWOOD DECKING AND 4"BACK 16.REMOVE AL UNUSED DATA AND POWER BOXES AND INFILL WITH GYP BOARD. EXCEPTION-UNUSED DATA GENERAL REQUIREMENTS 1. FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING SPLASH. ALL CABINETS TO HAVE DOORS AND DRAWERS,U.N.O. UPPERS 12"D X 36"H-ATTACH TO WALL BOXES UNDER WINDOW SILLS TO REMAIN. AL BLANK COVER PLATES TO FINISH SPECIFICATIONS. SCREWS. WELDING SHALL CONFORM TO AWS D13 WELDING PROCEDURE. ELECTRODES AND SCREW WITH FRENCH CLEAT,COUNTER AND COUNTERTOPS 24"DEEP. MICROWAVE SHELF 18"D WITH 3"RADIUS y 17.REMOVE ALL UNUSED LOW VOLTAGE WIRING(TELEPHONE AND DATA)FROM THE RECEPTACLE TO HE 1. VERIFY AL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND OUTSIDE CORNERS. P-LAM AT TOEIBASE. ALL SHELVES ADJUSTABLE.PROVIDE HOLES AND POSTS(1 AT '1 CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DO NOT FIELD WELD DISTRIBUTION BOARD.LEAVE PULL STRINGS FROM THE BOX TO THE SPACE ABOVE HE CEILING. A SECTION NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. BASE,2 AT UPPERS). MATERIALS LIGHTER THAN 16 GA. OF THE EXISTING LOW VOLTAGE WIRE MAY BE LEFT IN LIEU OF A PULL STRING. �` #3OBY 2. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING 2, PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS 2100 00 FIRE SUPPRESSION : DESIGN/BUILD OFFICE LIGHTING v MARTIN W.HANSON CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED INDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD INSERTS. 1. ADJUST EXISTING SPRINKLERS THROUGHOUT SPACE AS REQUIRED BY CODE. SPRINKLER HEADS SHALL BE FF CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLABS. CENTERED IN 2 X 2 CEILING TILE.LAYOUT OF SPRINKLERS BY CONTRACTOR. SPRINKLER LAYOUT IN ALL HARD 1. O ICE LIGHT FIXTURES: LITHONIA LED FIXTURE.2BLT2 40L ADP MVOLT GZ10 LP835. THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. CEILING AREAS(GYPSUM BOARD/PLASTER)TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO 2. OFFICE EGRESS LIGHTING:ISOLITE MINI GENIE SERIES LED VERSION LMIGN NM SQ-CEILING AND WALL 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS. POSITION CLA KAM S,OREGON 3. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT INSTALLATION. MOUNT. SEE PLAN FOR EGRESS PATH.USE OF ISOLITE INVERTER AS ALTERNATE TO BATTERY IS (n EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE 2. IN NEW CEILING GRID SYSTEMS OVER 144 SF PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC MOVEMENT. ACCEPTABLE. DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO JACK STUDS OVER OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE ,• 00 R GS ALLOWED. 3. LIGHT SWITCHES:ACUITY CONTROLS PRE SET ALL PRIVATE OFFICE AND CONFERENCE ROOM SWITCHES TO ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE STUDS AT CORNERS,POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT TOP a Il,i PSI h IM "VACANCY"AND TO TURN ON AT LAST DIM LEVEL.SET TIME-OUT TO MAXIMUM. ,i P� N PLANS),CLEANING AND ALL PREPARATION SUBSTRATE °rye''•` LEFT IN THE TENANT SPACE AS NOTED O LA S),C G O AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TO THE TRACKS.PROVIDE LONG LEG D 00 HL URSBING : DESIGN/BUILD OF SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. TRACK AT TOP OF WALL TO ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE ABOVE. L R�Q RA' UI/tEMENT3 - a. STANDARD WALL SWITCH WITH OCCUPANCY SENSOR-USE WSD 4. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING 4. REMOVE EXISTING FLOORING AT NEW WALLS UNLESS SPECIFICALLY INDICATED BY ARCHITECT. 'y � NTRACTOR'TO SUBMIT LAYOUT ON ELEVATIONS AND PLANS PROVIDED FOR ALL SHUT OFF VALVES,CLEAN b. WALL SWITCH WITH OCCUPANCY SENSOR AND DIMMING-USE WSXDSTANDARDS FOR ALL EXISTING PRODUCTS X14 INTENTION,THE CONTRACTOR SHALL NOTIFY THE HEYSTEMS. UPON ARCHITECT IMMEDIATELY.DISCOVERY OF A DISCREPANCY TO THIS 5. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR `''.id 'i,-liltT$,ACCESS DOORS,AND FLOOR DRAINS TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. c. WALL SWITCH WITH DIMMING AND CEILING MOUNTED OCCUPANCY SENSOR-USE SPOD PROJECT #2 I OTO 5. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. THE PROJECT. 2. ALL DOMESTIC WATER PIPING TO BE TYPE L COPPER-NO EXCEPTIONS. ALL EXPOSED PIPING TO BE 28 30 00 ELECTRONIC DETECTION AND ALARM 6. AT TOILET ROOMS TO RECEIVE SHEET VINYL FLOORING, INSTALL THE GYPSUM BOARD(OR AUQATOUGH) INSULATED. - GENERA 6. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET"WALK-OFF MATS"TO PROTECT EXISTING WITH 1/4"GAP BETWEEN THE BOARD AND THE FLOOR TO PREVENT WICKING. 3. WATER HEATER(ELECTRIC)30 GAL AND LARGER 277V LESS THAN 30 GAL 120V. PROVIDE HUB DRAIN AT 1. FOR HORN/STROBE DEVICES USE"SYSTEM SENSOR'SPECTRALERT ADVANCE DEVICES,OR APPROVED CARPETS. 7. KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS 7• COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURER'S RECOMMENDATIONS. LOCATION FOR BLOW OFF. EQUAL. AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. 8. FINISH QUALITY: - 4. POINT OF DEMAND WATER HEATER-BOSCH POWER STREAM PRO-MODEL RP21P 277V/30A. ADJUST WATER 2. ALL FIRE ALARM WORK BY VENDERS LISTED BELOW:(This note Is for buildings pcc240 and 241 TI's only.) +� ♦ ) B. PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO AREA PROCESS TRADE NOMENCLATURE FLOW SETTING TO PROVIDE A HEATING RANGE OF 105 TO 120 DEGREES. a. BUILDING REMODEL:POINT MONITOR. �. COMMON CORRIDORS AND STAIRS,BUILDING ENTRANCES,SUITE ENTRANCES,ETC. THE CONTRACTOR WILLPLUMBING-BREAK ROOM FIXTURES �I� OFFICE/OTHER AREAS TAPER FINISH COATS'/ SMOOTH FINISH TAPED(LEVEL 4) - b. FIRE PANEL REPLACEMENT:POINT MONITOR. W BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION USG"FIRST COAT" 'SAND AFTER TAPE/FINISH COAT(S) 1. BREAK ROOM SINK ELKAY.ELUHAD211555(UNDER COUNTER MOUNT). c. SERVICE CALLS:POINT MONITOR. 4-1 ACTIVITIES. 2. KITCHEN FAUCET-AMERICAN STANDARD COLONY SOFT SINGLE CONTROL FAUCET#4175.500. " 9. PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING NOTE:AT EXTREMELY DARK ACCENT WALLS PROVIDE LEVEL 5 FINISH. d. QUARTERLY TESTING:STANLEY. RESTROOM FACILITIES. 9. FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS 3. 1/4"COPPER WATER LINE W/SHUT OFF VALVE FOR COFFEE MAKER AND REFRIGERATOR,SEPARATE LINES IF 10.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT SHOWN ON PLANS. REQUIRED. e. FIRE ALARM MONITORING:STANLEY. PRE-CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER 09 53 00 SUSPENDED ACOUSTICAL CEILING PROJECT CLOSE OUT DOCUMENTS REQUIRED: COMMON BUILDING AREA BE USED FOR STORAGE. 1. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. 1. PROVIDE AS-BUILT INFORMATION TO ARCHITECT AT PROJECT COMPLETION.INCLUDE THE FOLLOWING: 11.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. 2. FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING a. DIMENSIONS (LOCATION AND DEPTH)OF BURIED PLUMBING LINES INSTALLED OR DISCOVERED BY THIS 12.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, SYSTEM,INCLUDING GRID,PANELS,AND HANGARS AND ACCESSORIES. CONSTRUCTION. O ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. b. LOCATION OF SHUT OFF VALVES. 3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES,INC. Q O 13.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. 4. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LIMITED TO 23 00 00 HVAC : DESIGN/BUILD W 14.CLEAN ADJACENT EXTERIOR AREA,I.E.WALKS,EXTERIOR GLASS,ETC. INSULATION,GYPSUM BOARD,LIGHT FIXTURES,MECHANICAL SYSTEMS,ELECTRICAL SYSTEMS AND FIRE HVAC-BID PROCEDURE - c } 1 .FILL ALL PAPER TOWEL DISPENSER IN BREAK AREAS. SPRINKLERS. >S 5 1. FOR BIDDING PURPOSES,THE HVAC CONTRACTOR WILL ASSUME THAT EXISTING HVAC EQUIPMENT IS IN 16.CLEAN ALL SUPPLY AND RETURN DIFFUSERS AT PROJECT COMPLETION. 5. PRODUCTS: PROPER WORKING ORDER. O3 Y 17.UPON COMPLETION OF THE PROJECT,THE CONTRACTOR MUST PROVIDE A DETAILED CLOSEOUT PACKAGE a. GRID-PRELUDE 24 XL 15/16"EXPOSED TEE(HEAVY DUTY) 2. INVENTORY EXISTING H.V.A.C.ROOFTOP UNITS AND SUBMIT TO ARCHITECT A CONDITIONS REPORT OF EACH = d N PER INSTRUCTIONS INCLUDED IN THE CONSTRUCTION CONTRACT.RETENTION WILL BE HELP PER CONTRACT b. TILES-ARMSTRONG DUNE#1774,24 x 24 x 5/6"WI BEVELED TEGULAR EDGE UNIT Q 04 UNTIL THE COMPLETED CLOSEOUT PACKAGE IS RECEIVED AND HAS BEEN APPROVE BY THE CONSTRUCTION 3. LIST TONNAGE OF EACH UNIT. O a) MANAGER,ARCHITECT,AND PROPERTY MANAGER. c. ACCESSORIES-MANUFACTURERS'STANDARD 6. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRIM TILE EDGE TO CREATE TEGULAR EDGE HVAC-DESIGN PROCEDURE 181T IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, C0 O IO FUNCTIONING PROJECT INCLUDING ALL GENERA,MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED CONDITION SO THAT CEILING TILES LAY FLAT. 1. USE EXISTING AND/OR NEW EQUIPMENT TO DESIGN MECHANICAL H.V.A.C.SYSTEM PER DESIGN STANDARDS LLI O L0 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 LISTED BELOW. (/) t� co I- WHETHER OR NOT SHOWN ON THE DRAWINGS. ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS. 2. PRIOR TO AWARD OF CONSTRUCTION CONTRACT,H.V.A.C.CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR Z 4 4 19.ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED"N.I.0". 8. CEILING AREAS OF 1,000 SF OR LESS SHALL BE EXEMPT FROM LATERAL-FORCE REQUIREMENTS. REVIEW AND APPROVAL A FULL DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH (n Q N N NEW/RENOVATED WORK AND SYSTEMS UNTOUCHED BY HE TENANT IMPROVEMENT AS APPLICABLE. J C0 (p 20."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 INCLUDE THE FOLLOWING: cu (DI­_ I PLANE,EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. ATTACHED TO WALL MOLD USING BERC2 CLIPS ALLOWING THOSE TWO SIDES TO FLOAT. u7 2 M m a. DUCTING AND SIZES M 21.DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS.DRAWINGS ARE INTERRELATED. 10.PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT CONTIGUOUS CEILING GRID AREAS TO U')j O 22.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 b. SUPPLY AND RETURN LOCATIONS AND CFM AT EACH GRILL OR DIFUSER f1 TWO WEEKS OF PROJECT AWARD.PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO FIXTURE IMMEDIATELY ADJACENT TO THE JOINT. o. ROOF EQUIPMENT,SIZES AND LOCATIONS REPLACEMENT AT CONTRACTOR COST.AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL I1.INSTALL TWELVE GAUGE VERTICAL HANGER WIRE TIES 4 FT ON CENTER WITH THREE TIGHT TURNS AROUND d. UNITS REQUIRING DUCTED SMOKE DETECTION - REQUIREMENT TO 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 m 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 e. THERMOSTAT LOCATIONS AND ZONEMNIT ASSOCIATED THEREWITH DIRECTED AT CONTRACTOR'S COST. END SHALL BE SUPPORTED WITHIN 8 INCHES OF EACH WALL. f. ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMS tT _0 - 23.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 g. ZONE DIAGRAM co PLUMBING SYSTEMS(INCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF ALL EACH WAY BEGINNING WITHIN SIX FEET OF PERIMETER EDGE. HVAC DESIGN STANDARDS SHOP DRAWING$FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE N COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR.SUBMITTALS MAYBE DELIVERED IN PDF 13.INSTALL 12 GAUGE SEISMIC SPLAY WIRE TO THE MAIN BEAM WITHIN 2 INCHES OF EACH VERTICAL STRUT. THE FOLLOWING ARE MINIMUM DESIGN STANDARDS: - FORMAT FOR RE IEW. WIRES TO BE ARRAYED 90 DEGREES FROM EACH OTHER AND AT AN ANGEL NOT EXCEEDING 45 DEGREES O Y FROM THE PLANE OF THE CEILING.ATTACHE SPLAY WIRES TO GRID AND TO THE STRUCTURE IN SUCH A 1. 350 SQUARE FOOT PER TON(UNLESS OTHERWISE APPROVED IN WRITING BY PACTRUST). Q 24.THE DESIGN OFFIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS MANNER THAT THEY CAN SUPPORT A MINIMUM DESIGN LOAD OF 200 LBS OR THE ACTUAL DESIGN LOAD,WITH 2 ADDRESS LOADS BY SPECIFIC LOCATION AND USE,AS WELL AS CRITERIA PROVIDED TO PACTRUST BY CL CONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER A SAFETY FACTOR OF 2,WHICHEVER IS GREATER. TENANT PRIOR TO CONSTRUCTION: LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE 14.VERTICAL STRUTS TO BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE ABOVE. INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE a. EXTERIOR EXPOSURE AREAS CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE 15.USE ARMSTRONG BERC2 CLIPS TO SATISFY SEISMIC WALL CONNECTION REQUIREMENTS.SEE DETAIL. RIOR A NTEREAS,SIZE AND1lSE -_----APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD-CEILINGS SHALL-BE PRE-APPROVED IN WRITING-BY b__1 THE ARCHITECT PRIOR TO INSTALLATION.SUBMITTALS MAY BE DELIVERED IN PDF FORMAT FOR REVIEW. 16.INSTALL SPREADER BARS AT TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS AT UNATTACHED c. CONFERENCE/TRAINING ROOMS EDGES.SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 25.COORDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE INCHES OF THE PERIMETER WALL. d. COMPUTER/SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. 17,IN EXISTING SPACES REPLACE EXISTING TILES. AND 24-HOUR USE.VERIFY NEED FOR A SEPARATE SPLIT SYSTEM TO MAINTAIN TEMPERATURE. 08 10 00 DOORS AND WINDOWS3. SYSTEM DESIGN CRITERIA-SIZE ZONES FOR 3-5 TON UNITS BASED ON USE&EXPOSURE CRITERIA. 18.TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF LEVEL OVER THE ENTIRE SPACE. PACKAGED OR SPLIT SYSTEM EQUIPMENT GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES. 1. APPROVED DOOR,FRAME,AND HARDWARE SUPPLIERS INCLUDE: 19.BENT OR DAMAGED T-BARS TO BE REPLACED. VAV OR WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3 TONS SHALL BE SPLIT INTO MULTIPLE a. BAXTER AND FLAMING. (503)225-0486 20.REPAIR HOLES IN GRID FROM REMOVED WALLS. USE OF ARMSTRONG"BP ES41"EXPANSION SLEEVE ZONES. b. D&D DOOR (503)205-5533 ACCEPTABLE. 4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY&RETURN GRILLES. c. BENSON INDUSTRIES (503)907-2200 09 6519 RESILIENT FLOORING-LUXURY VINYL TILE 5. UNITS: LENNOX,TRANE,YORK OR CARRIER-7 1/2-TON MAXIMUM UNIT SIZE. ANY UNIT IN EXCESS OF 7 1/2 d. GRANT SUPPLY (360)887-0647 1. FINISH FLOORING TO EXTEND UNDER CASEWORK. TONS SHALL HAVE SPECIAL WRITTEN APPROVAL FROM PACTRUST. 3. DOOR AND RELITE FRAMES SHALL BE ALPHA ALUMINUM PRODUCTS,INC.(AAP),OR APPROVED. SUBMITTAL 2. INSTALL TILES IN 1/3 OFFSET ASHLAR PATTERN U.N.O. 6. HVAC UNITS EQUAL TO OR GREATER THAN 5-TONS TO HAVE DUCT SMOKE DETECTORS AND BE CONNECTED REQUIRED PRIOR TO ORDERING MATERIAL.NEW FRAMES TO BE FACTORY FINISH CUSTOM COLOR. TO A MONITORING STATION WITHIN THE BUILDING. 3. DO NOT WAX OR OTHERWISE SURFACE TREAT EXCEPT CLEANING. 7. ECONOMIZER TO MEET CODE AND AS FOLLOWS: 4. ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. 4. USE SCHLUTER TRANSITIONS PER FLOORING TRANSITION DETAILS. 5. DOOR HARDWARE SHALL BE SCHLAGE AL SATURN OR D RHODES SERIES U.N.O. 09 68 00 CARPET a. 6 TONS AND ABOVE MUST HAVE ECONOMIZER. 6. ALL DOOR HARDWARE SHALL BE INSTALLED WITH A 2 3/4"BACKSET 1. CARPET PLANK(12"X 36"OR 18"X 36") b. BAROMETRIC RELIEF ON 5-7 1/2 TON UNITS. 7. DOOR FINISH SUBMITTAL:CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DOOR FRAMES,DOOR a. INSTALL IN RANDUM ASHLAR PATTERN U.N.O. c. 8 TONS AND ABOVE MUST HAVE POWER EXHAUST. HARDWARE AND DOORS AS WELL AS A CONTROL SAMPLE OF THE FINISHED DOOR SKIN W/STAIN AND FINISH d. 1 1/2 THRU 4-TON OSA INTAKE WITH DAMPER. APPLIED(IF NEW DOORS ARE BEING PROVIDED). BEFORE FINISHING OF DOORS IS COMMENCED ARCHITECT 2. USE SCHLUTER TRANSITIONS PER FLOOR TRANSITION DETAILS. B. ALL UNITS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE REQUIREMENTS. SHALL APPROVE CONTROL SAMPLE. FINISHED PRODUCT IS SUBJECT TO REJECTION BY ARCHITECT IF THIS 09 9123 PAINTING PROCESS iS NOT FULLY ADHERED TO AND FIELD PRODUCT DOES NOT MATCH THE APPROVED CONTROL 9. DISTRIBUTION DUCTWORK: SAMPLE. INTERIOR: a. SPIRAL DUCT PERMITTED ONLY IF EXPOSED. 8. ALL INTERIOR GLAZING SHALL BE TEMPERED. 1. WALLS: - b. 26 GAUGE OR TO SMACNA STANDARDS WHERE DUCT IS CONCEALED ABOVE A CEILING. 9. IN ALPHA ALUMINUM CLEAR ANODIZED PRODUCTS USE GRAY SEALS.MATCH IF EXISTING.ALL OTHER a. PRIME NEW DRYWALL WITH MILLER PAINT HIGH-BUILD"SUPER SEAL"PRIMER. c. WRAP CONCEALED SUPPLY DUCTWORK IN NON-CONDITIONED AND SEMI-CONDITIONED SPACE WITH U W CONDITIONS USE BLACK. b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT MINIMUM R4.2 INSULATION WITH FSK BARRIER. r , 09 00 00 FINISHES 120-4-XX WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER PAINT 17D-5-XX S/G d. HANGERS 12 GAUGE WIRE OR 18-GAUGE 1"WIDE STRAP. EXPOSED DUCT MUST HAVE ALL THREAD `J GENERAL LATEX ENAMEL.2. DOORS AND FRAMES: HANGERS AND FULL DIAMETER STRAP UP TO 18"0. LARGER THAN 18"MUST HAVE SADDLE TYPE CLAMP. 1. REMOVE AL EXISTING VCT,SHEET VINYL,ETC.IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR e. BRANCH DUCTS SHALL BE PLUMB AND SQUARE(NO OCTOPUS). TEES SHALL BE MAXIMUM OF 45IL TO INSTALLATION OF NEW FLOORING. a. NEW HOLLOW METAL-PRIME,SAND,AND FINISH WITH TWO COATS OF SEMI-GLOSS OIL.SPRAY OR DEGREES. - - 2. CLEAN,SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS.EXCLUDES LVT AND ROLLED APPLICATION. I. EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH. O SOME VCT APPLICATIONS.VERIFY WITH ARCHITECT PRIOR TO APPLYING WAX COATINGS. b. EXISTING HOLLOW METAL-SAND,FILL IMPERFECTIONS WITH BONDO,SAND AND PRIME PATCHES WITH ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN.24"ABOVE FINISH CEILING. 3. EXISTING VCT TO REMAIN TO BE STRIPPED AND APPLY NEW WAX COATING. ALKYD PRIMER,AND FINISH WITH SEMI-GLOSS OIL ENAMEL.SPRAY OR ROLLED APPLICATION 9. c. WOOD-PRIME WITH ALKYD OIL UNDER-COATER,SAND,FILL ALL FASTENING HOLES WITH PAINTER'S 10.FLEX DUCT WILL BE NO LONGER THAN&FROM RIGID DUCT DOWN TO DIFFUSER. r , 4. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: PUTTY,CAULK ALL CRACKS IN CASINGS AND BETWEEN JAMBS AND WALLS USING DAP LATEX CAULK, 11.DIFFUSERS: `J a. FLOOR COVERINGS,BASE AND TRANSITION STRIPS AND FINISH WITH SATIN OIL ENAMEL. a. SUSPENDED CEILING SYSTEM(T-BAR)-PERFORATED FACE ADJUSTABLE CURVED BLADES-DESIGN W b. PLASTIC LAMINATES d. WOOD-STAIN,SEAL AS REQUIRED,AND VARNISH WITH SATIN VARNISH. TITUS PCS SUPPLY AND TITUS PAR RETURN OR APPROVED EQUAL. LU c. ALL NATURAL WOOD(INCLUDING DOORS AND CASEWORK) 3. CEILINGS: b. GYPSUM BOARD CEILING;SUPPLY-CURVED BLADE W/OBD DESIGN TITUS 250;RETURN-BAR TYPE- LU O d. PAINT a. EXISTING GYP BOARD/PLASTER-SAND,SPACKLE ALL IMPERFECTIONS,SPOT PRIME AND FINISH TO DESIGN TITUS 350;EXHAUST-METAL OR ALUMINUM-1/2"x 1/2"EGG CRATE DESIGN TITUS 50F. Z O ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT 6200 OR 4480. c. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT OR NEAR CLOSEST } e. TILE,MARBLE,GRANITE,STONE,GROUT AND SCHLUTER TRIMS WYE BRANCH. O U co f. TOILET PARTITIONS b. NEW GYP BOARD/PLASTER -PRIME WITH SUPER SEAL AND FINISH TO ACHIEVE UNIFORM COVERAGE 5. FINISH FLOORING TO EXTEND UNDER ALL NEW CASEWORK. WITH MILLER PAINT 6200 OR 4480. E CLEAN OCOMPLE RORrEPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS AT PROJECT O >- Y 4. GENERAL NOTES: } Q 0- O 6. PROVIDE A TRANSITION STRIP WHERE EVER TWO DIFFERENT FLOOR MATERIALS MEET PER TRANSITION a. KEEP ALL HARDWARE,HINGES,AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS,DRIPS,OR ROLLER 12.THERMOSTAT: ALL EXISTING MERCURY TYPE THERMOSTATS TO BE REPLACED. NEW THERMOSTATS TO BE V STRIP DETAILS. SPRAY HONEYWELL COMMERCIAL GRADE VIS/ONPRO 8000 TOUCH SCREEN MODEL TB8220U1003 WHERE POSSIBLE. I Y = APPROVED SUBSTITUTE: TOTAL-LINE SIGNATURE COMMERCIAL THERMOSTAT MODEL NO.P374-2800 -7 DAY CN I- 0 7. PROVIDE SCHLUTER METAL TRIM AT ALL EXPOSED EDGES OF TILE(EXCEPT AT BULLNOSED EDGE) b. ALL SURFACES TO BE SANDED BETWEEN COATS, PRIOR TO INSTALLATION OF NEXT COAT. PROGRAMMABLE WITH LOCKOUT FUNCTION-AUTO CHANGEOVER ONLY. MOUNT AT ADA HEIGHT(MAY M` V Q 00 8. CONTRACTOR TO PROVIDE 10%ATTIC STOCK FOR ALL FLOOR TILE PRODUCTS UNLESS DIRECTED c. DURING PROGRESS OF WORK,KEEP JOB SITE CLEAN OF ALL PAINT MATERIALS,RUBBISH,CANS,AND REQUIRE CHANGING HEIGHT AT"REPLACEMENT"LOCATIONS). CONTRACTOR SHALL PROGRAM W > 0 OTHERWISE.VERIFY WITH BUILDING PROPERTY MANAGER. RAGS AT THE END OF EACH DAY. THERMOSTATS AND BALANCE SYSTEM. O U > Q 09 2100 GYPSUM BOARD d. UPON COMPLETION OF WORK,CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING 13.THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. r , J GENERAL AND SCRAPING,USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. 14.HVAC TESTING. V O ~ LY 1. ALL GYPSUM BOARD WALLS: ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD,EITHER AT RIGHT ANGLES OR e. PROTECT WORK OF OTHER TRADES. a. CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES,COMPONENTS, Q 0 PARALLEL TO FRAMING ON EACH SIDE OF METAL STUDS SPACED AT 24"O.C. FASTEN WITH 1"TYPE S I. PROVIDE"WET PAINT'SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES. EQUIPMENT AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH _ 0 a N d DRYWALL SCREWS 8"O.C.TO VERTICAL EDGES AND 12'0.C.TO TOP AND BOTTOM RUNNERS AND APPROVED PLANS AND SPECIFICATIONS. INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24"O.C.(OR ONE STUD SPACING), 10 00 00 SPECIALTIES b. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN2f EACH SIDE AND OPPOSITE SIDES. 10 2813 BREAK COUNTER ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. DATE. 2I 4 I H�ZO 2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WITH SANDING BETWEEN 1. PAPER TOWEL DISPENSERS,SURFACE MOUNTED(KITCHEN/BREAK ROOM)BOBRICK B-262 c. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND PERMIT/CONST. FINISH COATS(LEVEL 4 FINISH). PAINT AS INDICATED. FILED WITH PACTRUST. 3. ALL OTHER GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND ONE FINISH COAT WITH SANDING AFTER FINISH 104418 FIRE EXTINGUISHERS COAT(LEVEL 3 FINISH). PAINT AS INDICATED. 1. FIRE EXTINGUISHER 2A10 BC (WALL MOUNTED OR IN SEMI RECESSED CABINET AS INDICATED ON PLAN) 15.PROJECT CLOSE OUT DOCUMENTS REQUIRED: REVISION 4. IN FINISHED SPACES FURR-OUT BUILDING COLUMNS AND EXTERIOR WALLS WITH 5/8"GYPSUM BOARD OVER 2. FIRE EXTINGUISHER CABINET: JL INDUSTRIES ACADEMY SERIES MODEL#C1027V10. a. AutoCAD FILE SHOWING AS-BUILT INFORMATION. b. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE. METAL STUDS. 1100 00 EQUIPMENT 5. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS STOREFRONT.QUIETJOINT SHH WHERE WALL 1DISHWASHER: GE GDT226SSLSS STAINLESS STEEL-ENERGY STAR RATEDc. HARD COPY OF AutoCAD FILE ABOVE. . . MEETS MULLION AND EMSEAL WHERE WALL MEETS GLAZING.COLOR SELECTED BY ARCHITECT. d.. OPERATIONS MANUALS FOR ALL EQUIPMENT,INCLUDING TSTATS. 6. AT ALL EXISTING WALLS, REMOVE ALL NAILS,SCREWS,FASTENERS,ETC.LEFT BY PREVIOUS TENANT AND 12 00 00 FURNISHINGS 2' e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED. PATCH HOLES READY FOR PAINT. 1. PROVIDE ROLLER BLINDS AT AL EXTERIOR WINDOWS. 26 00 00 ELECTRICAL : DESIGN/BUILD 3. 7. REPAIR GYPSUM BOARD AT REMOVED ELECTRICAL RECEPTACLES OR DATA BOXES AND FINISH READY FOR a. MARIAK CONTRACT CHAIN OPERATED CLUTCH ROLLER SHADES PAINT. GENERAL 4. b. NO HEAD BOX U.N.O. 6. UPON REMOVAL OF WALL BASE,REMOVE RESIDUAL ADHESIVE AND PREP WALL TO PAINT READY CONDITION. c. FABRIC-MARIAK ECONOSCREEN-3%COLOR-903 GRAY/BLACK U.N.O. 1. ALL ELECTRICAL FEEDS OUTLETS,SWITCHES, ETC.MUST BE VERTICAL DROPS FROM ABOVE EXCEPT FOR WALL CONSTRUCTION MATERIALS HORIZONTAL RUNS UNDER WINDOWS AND RECEPTACLES ON THE SAME STUD. J. 1. PROVIDE STUDS,TRACKS,BRACING,FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE 12 23 16 CABINET SPECIFICATIONS 2. ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOW SILLS TO BE ROUTED THROUGH BUILDING INSTALLATION. 1. ALL CABINETRY TO BE INSTALLED OVER FINISH FLOOR AT ALL RESILIENT FLOORING LOCATIONS. SHELL WALLS. DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS. 6 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED ON PLANS WHERE PHYSICAL 2. AWI CUSTOM GRADE STANDARDS FOR CASEWORK AND COUNTER TOPS U.N.O 3. ALL NEW ELECTRICAL DEVICES TO BE WHITE.NYLON COVER PLATES NOT ALLOWED. 7 STRUCTURAL PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED 3. HIGH PRESSURE LAMINATE(P-LAM HPL)ALL EXTERIOR SURFACES,INCLUDING 4"TOE KICK. EDGE BANDING 4. REPLACE ALL NON-WHITE EXISTING ELECTRICAL DEVICES TO WHITE.NYLON COVER PLATES NOT ALLOWED. LIVE LOADS. DESIGN FRAMING IN ACCORDANCE WITH AISI SG-673. (MATCHING PVC ACCEPTABLE),FIN ENDS,DOORS,AND LIGHT VALENCE ETC. UPPER CABINET BOTTOMS 5. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL AND BREAKER. 8. 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446/A 446 M GRADE A(33000 OPTIONAL HPL FINISH,STANDARD MELAMINE FINISH. OPEN CABINETS OPTIONAL HPL FINISH,STANDARD 6. PROVIDE TYPEWRITTEN UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS. PSI)G60. MELAMINE FINISH. 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR 4. TOE KICK PLYWOOD 4"H WITH P-LAM COVER 7. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN EXIT PATH SHOWN ON PLAN EQUAL TO 1-FOOTCANDLE DRAWN BY: AN APPROVED EQUAL. 5. DOORS AND DRAWER FRONTS PLASTIC LAMINATE OVER 11/16"PARTICLE BOARD WITH MATCHING P-LAM OR 5. STANDARD GYPSUM BOARD SHALL BE TYPE'X',5/8"HICK WITH TAPERED EDGES CONFORMING TO ASTM PVC EDGES. 8. EXIT LIGHTS:LITHONIA EDGR-G-EL RECESSED MOUNT,GREEN LETTERS.(CLASS A BUILDINGS) C-36. 6. MELAMINE(LOW PRESSURE LAMINATE/LPL)ALL INTERIOR AREAS,DRAWER PARTS,SHELVING ETC. 9. FOR FLOOR POWER AND DATA ACCESS. 6. WATER RESISTANT GYPSUM BOARD SHALL BE 5/8"THICK WITH TAPERED EDGES. CONFORMING TO ASTM 7. FLUSH OVERLAY/FRAMELESS STYLE CONSTRUCTION. a. AT RAISED SLABS:USE WIREMOLD RC7 FLUSH POKE-THRU SERIES OR EQUAL. C-630. 8. THERE SHOULD BE 1/8"OR LESS GAP TOLERANCE BETWEEN DOORS AND DRAWERS. b. AT SLAB ON GRADE:USE WIREMOLD RFB4E BOX WITH 6CTC2 COVER AT CONFERENCE ROOMS 7. AT TOILET ROOMS USE 5/8"USG FIBERROCK BRAND AQUATOUGH INTERIOR PANEL FROM FLOOR AND 6CFFTC COVER AT FURNITURE FEEDS.PROVIDE 1*CONDUIT FOR POWER AND 2"CONDUIT FOR TO 48"A.F.F.ON WALLS BEHIND OR ADJACENT TO PLUMBING FIXTURES. NO SUBSTITUTES. 9. HINGES-BLUM#75M3580, 110 DEG.SELF CLOSING CLIP ON(OR EQUAL). DATA. (EXCEPTION: EXCEPTION AT LOCATIONS TO RECEIVE PLASTIC LAMINATE OR TILE WAINSCOT.) 10,DRAWER SLIDES-BLUM #230M SERIES EXTENSION(OR EQUAL)75 LBS.MIN.FOR STANDARD DRAWERS. 12.LOW VOLTAGE SYSTEMS(TELECOMMUNICATION AND DATA)BY FUTURE TENANT. 8. AT TILE WAINSCOT LOCATIONS INSTALL CEMENT BACKER BOARD W THICK WITH SQUARE,REINFORCED, ACCURIDE#4032(OR EQUAL)HD/FULL EXT 150 LBS.MIN.FOR HD AND FILE DRAWERS. 13.UGHTING ENERGY MANAGEMENT IS REQUIRED IN ALL BUILDINGS. SMOOTH EDGES. PROVIDE DUROCK BRAND CEMENT BOARD OR APPROVED EQUAL. 11.PULLS-96 MM C-TO-C WIRE PULLS. FINISH TO MATCH DOOR HARDWARE. 9. INSTALL WATER-RESISTANT GYPSUM BOARD BEHIND WAINSCOT OF FRP,PLASTIC LAMINATE,ETC. 12.GENERAL CONTRACTOR TO PROVIDE CABINET MAKER WITH SINK TEMPLATE(SPEC SHEETS)FOR EACH SINK. 14.00CUPA LIG CONTROL DEVICES SHALL T LENSURITON OR WATT STOP. 10.TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. SINK CUTOUT SHALL BE DONE IN SHOP WHEN FEASIBLE AND BEFORE BACK SPLASH IS INSTALLED IN ALL 15.TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS,EQUIPMENT A� 2 CASES TO ALLOW CUT OUT TO BE POSITIONED PROPERLY. ALL RAW EDGES OF CUT OUT AND BACK SPLASH AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND 11.USE GEORGIA PACIFIC DENSGLAS GOLD ON EXTERIOR FACE OF EXTERIOR WALLS AND COAT WITH STO FINISH. TO BE SEALED. MINIMIZE COUNTERTOP BUILD UPS AT FRONT AND BACK OF SINK CUT OUT TO SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE SYSTEM. ACCOMMODATE PLUMBERS SINK CLAMPS CLEARANCE. IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. #3082 = MARTIN W.HANSON S n 0 -i b O ��CLA KAM ,OREGON 0 OF D�tL I!I ' I PROJECT #21070 z 60 0 U U U FES GI b II _ n O o O M I I , 11 i II A II II , N •• o 0) rfi= RKAOREG _ 1" EQ. EQ. EQ. EQ. 38" C ADJ_=HELD= C� ?1.. _ ___________ ______ _______ ____ADLSHELFPROJECT #21070 _ MICRO SHELF AT IB" --- = DEEP WITH 2" J RADIOUS CORNERS o. PL-1 I I I I I OPEN BACK N f j ALL FACES PL-1 1 . PL-1 UNDER SIDE IV � ,,yy 1 O 33�" 163" 331" 33�" U C`� L 1" 2 4 24" 2 2 _I J NEW DOOR PART 45 45-\' 45 d5 --' OF SHELL REMODEL SS BACK SPLASH e 66"MICRO. PL-1 s ( O •p• Pl-1 — ADA INK qJ rNEOOR AND RECITES ► fL F SHELLREMODEL ► "{-" --_ ADJ.S_H_E_LF_-- DISHWASHER __ / ADJ.SHELF ___ BREAK/WORK/COPY OFFICE OFFICE ► OFFICE ► OFFICE LOBBY OFFICE ---___ ____-- N407 lr- 406 400 O PL-1 O O P-LAM BASE P-LAM BASE S''. S IOfi 40.5 404 d03 402 c Y ° d• 04 3 CABINET ELEVATION . 0 a) A-4 SCALE 1/8" = V-0" BREAK/WORK/COPY 407 d (r o O Lo OPEN OFFICE Q CMD 401 T U) Q N 04 J C0 CO ,l C M000 LaUL e-71 11 , m WORK TO INCLUDE x 4 O • NEW PAINT THROUGHOUT m v tl m Q • ALL NEW AND EXISTING ELECTRICAL FIXTURES TO BE WHITE p- • NEW LOCATION FOR ELECTRICAL PANEL-PROVIDE OPTION TO POWDER COAT PANEL COVER - ----• NEW ROLLER BLINDS AT EXTERIOR WINDOWS Lt���Lj oo NEW PLANK STYLE CARPET AS SHOWN • NEW LVT FLOORING AT BREAK ROOM \ • CLEAN OUTDOOR PATIO • NEW BREAK COUNTER •• SOLID SURFACE COUNTER TOP AND BACK SPLASH •• NEW BRUSHED CHROME HANDLES AT CASEWORK •• DISHWASHER • DOORS AND RELITES a)PARTITION AND POWER PLAN •• NEW DOORS THROUGHOUT G2 •• NEW DOOR AND WINDOW FRAMES P-4 SCALE 1/8" = 1'-0" N O DOOR SCHEDULE O O DOOR DATA FRAME DATA HARDWARE LLQ MARK DOOR SIZE THK CORE I VENEER FINISH HAND MANUF. FINISH DEPTH FIRE RATING ACTION MANUFACTURER FINISH FUNCTION REMARKS MARK ' v mI O O ® 402 3'-0"x 9'-0" 1 3/4" SC QRTRD. AFR. MAH. 170284-A WALNUT Right ALPHA ANDD 4 7/8" — LEVER LATCH SCHLAGE 626 BRUSHED CHROME I ALX10S 3 X 9 SIDELITE 402 � 403 3'-0"x 9'-0" 1 3/4" SC QRTRD.AFR. MAH. 70284-A WALNUT Left ALPHA ANDD 4 7/8" — LEVER LATCH 1 SCHLAGE 626 BRUSHED CHROME ALX10S 3 X 9 SIDELITE 403 ro I13i 404 3'-0"x9'-0" 13/4" SC QRTRD.AFR. MAH. 70284-A WALNUT Left ALPHA ANOD 4 7/8" '- LEVER LATCH SCHLAGE 626 BRUSHED CHROME 1 ALX10S 3 X 9 SIDELITE 404U. 1 u' 405 3'-0"x 9'-0" 1 3/4" SC QRTRD7 .AFR. MAH. 70284-A WALNUT 'Left ALPHA 'ANOD 14 7/8" f— LEVER LATCH SCHLAGE 1626 BRUSHED CHROME ALX10S 3 X 9 SIDELITE 405 O lJ 406 3'-0"x 9'-0" 1 3/4" SC QRTRD.AFR. MAH. 70284-A WALNUT I Right ALPHA ANDD 4 7/8" — LEVER LATCH 1 SCHLAGE 626 BRUSHED CHROME ALX10S 3 X 9 SIDELITE 406 l � U W _ C z FINISH MATERIALS w 0 p• ALL FINISHES MUST BE SUBMITTED TO PACTRUST PRIOR TO INSTALLATION. CONSTRUCTION LEGEND � z a EXISTING TO REMAIN � O U N CARPET PLANK TILE: =_===_== EXISTING TO BE REMOVED } n CPT-1 MANNINGTON COMMERCIAL SCAFFOLD Q> D- rn I'O!Il l� o •p• METRO 14215 qZ3 NEW STANDARD WALL WITH INS. ' 9 = w ® 18 X 36 RANDOM BRICK ASHLAR IN NORTH / SOUTH DIRECTION 04 Q i.- 0 LUXURY VINYL TILE DUPLEX RECEPTACLE Q (� > Z • LVT MOHAWK GROUP MATUTO PLUS STONE C0135 — g R � 926A AGREEABLE GREY STONE � FOURPLEX RECEPTACLE o D=q DEDICATED OUTLET O � a � a BASE `'1) EXISTING ELECTRICAL TO REMAIN R, Igl RF FLEXCO 4" FLAT RUBBER BASE, 071 BLACK / BROWN, AT ALL CARPET AREAS. DATE: 12/1 S/20 - - � FLOOR MONUMENT W/SERVICES SHOWN • RC FLEXCO 4" COVE RUBBER BASE, 071 BLACK / BROWN, AT ALL HARD SURFACES. PERMIT/CONST. So SPECIAL OUTLET REVISION PAINT: TEUDATA MUD RING WITH PULL STRING PT-1 MILLER 110-4-10 ACRO PURE ULTRA-LOW VOC 0017 LUNA MOON, SATIN LATEX. , rvew GRID a ELECTRICAL PANEL �I li o THIS AREA ° LAMINATE: O POWER J-BOX 1 0 o PL-1 FORMICA 5882-58 CITADEL WARP ALL FACES 2• ® FLUSH MOUNT FLOOR MONUMENT W/POWER AND DATA • - CAB PULLS 626 SATIN CHROME 3 " 0 2 X 2 LED BLT CEILING FIXTURE COUNTERTOP ALTERNATE: ® 4. SOLID SURFACE COUNTERS RECESSED INCANDESCENT LIGHT ON RHEOSTAT(TYP.) m m SSC PENTAL QUARTZ BQ300P ALPINE POLISHED COUNTER, B.S. AND SELF-EDGE SUPPLY DIFFUSER 5. 6. 0 o DOORS, HARDWARE AND FRAMES RETURN DUCT 7 WORK TO INCLUDE = ° DooRs SOLID CORE OT THERMOSTAT • TUNE UP GRID AS NEEDED m NEW GRID m FINISH QUARTER SLICE, AFRICAN MAHOGANY, 70284-A WALNUT STAIN ® EXHAUST FAN 8. • INSTALL NEW CEILING GRID AT DEMOED GYP BOARD AREAS. THISAREA MFGR • CLEAN/REPLACE HVAC GRILLS FOR AS NEW LOOK ,, ADDRESS PACIFIC ARCHITECTURAL WOOD PRODUCTS, INC. 2X2 . • , -' TILE SPRINKLER HEAD NEW LED BLT LIGHTING THROUGHOUT ��� o` �'� ADDRESS 714 NE 55TH AVENUE, PORTLAND, OR 97213 Y • NEW DUNE STYLE CEILING TILES THROUGHOUT _ - obi\ CONTACT DENNIS BRYANT PHONE ( 0 ) 84 0024 FAX ( o ) 84 0107 EXIT SIG D R DRAWN B 5 3 2 5 3 2 - 9 N(LE ED) R.M.T. • NEW EXIT SIGNS AS NEEDED TO MATCH SPECIFICATIONS m m (10:1HORN/STROBE FIRE ALARM It�`J HARDWARE SATIN CHROME (10:1 FRAMES CLEAR ANODIZED CONTRACTOR TO PROVIDE BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. (ZREFLECTED CEILING PLANA 4 4 SCALE 1/8" = V-0" Z A- DETAIL GENERAL NOTES: �;N _ IED " Q A& 2' „ 1. FOR WALLS UP TO 14'-0"TALL, USE 362S125-30 MTL. STUDS @ 24"O.C. UNLESS CALLED OUT OTHERWISE IN DETAIL. USE 362T125.30 MTL. TRACK. v 2. FOR WALLS OVER 14'-0"TALL, USE 6005125-33 MTL. STUDS @ 16"O.C. UNLESS 18 MARTIN W.HANSON CALLED OUT OTHERWISE IN DETAIL. USE 600T125-33 MTL. TRACK. o TYPICAL STUD ' / CLA KAM S,OREGON 3. ALL WALLS:ATTACH BOTTOM TRACK TO FLOOR WITH POWDER DRIVEN O z ANCHORS AT 24"O.C. w o o �� 4. IN WALLS WITH ACOUSTIC INSULATION, SET BOTTOM TRACK IN BED OF SEALANT. pp Ii II II' PROVIDE HC SIGNAGE FOR ALL F O 1� I)� ' II�'t9J 2" NEW AND EXISTING HC RR'S OF 5. FOR WALL FINISHES, FLOOR FINISHES AND WALL BASE TYPE, REFER TO KROY#2835207 BLACK(MEN) PROJECT FINISH SCHEDULE. TYPICAL TRACK )' KROY#2835209 BLACK(WOMEN) POWDER DRIVEN ANCHORS INSTALL STUDS WITH l`rlp if # PROJECT #21070 L N SAME DIMENSION (10" t O / ME" ADDITIONAL SWITCH STRUCTURAL SUPPORTING CALCS: MIN.) FOR BRIDGING % z GANG LOCATION N ALIGNMENT ♦ 0 1. POWERS 0.300 HEAD (3/4" EMBED)0.145 SHANK DIAMETER � w I ALLOWABLE SHEAR=70 LBS o _ - 2. 12'-0!'TALL WALL WITH CODE REQUIRED 5 PSF MINIMUM LATERAL `� w (WIND) LOAD SHEAR=5 PSF - 12'-0"/2=30 PLF z \ 3. ANCHORS AT 16"O/C _ 1 POWDER DRIVEN = U F z SHEAR= 30 PLF ' 16"! 12"=40 LBS ANCHORS AT 24"O.C. O w w ELECTRICAL w li¢ v (1)#10-16 SCREW w JOBOX T OR i N o U) Z V UTLE 4. UNITY CHECK `. PER STUD FLANGE r u_ L 40 LES/70LES = 0.57< 1.00K ` ,N \ Oi xx wp Q 5. ANCHORS AT 24"O/C AT NEW WALLS WITH a o ACOUSTIC INSULATION, UNDERCUTDOORASSHEAR=30 PLF " 24"/ 12"=60 S ° r� vo q b 6. UNITY CHECK SET STUD TRACK IN A o REQUIRED TO CLEAR c: p CONTINUOUS BED OFFLOOR FINISH Q p 60 Ibs!70 Ibs=0.86 < 1.0 OK SEALANT U.N.O. (nco GENERAL NOTES WALL BASE DETAIL s MOUNTING HEIGHTS A-5 SCALE 1 1 -0 a 5 SCALE 3 = 1 -0 SCALE 1/2 1 -0 = Q N Orn 20 GA 3 5/8" METAL STUD BRACING TO ROOF 0_ STRUCTURE AT 10'-O"OC TO BUILDING STRUCTURE O po Lo 2 '-0" 2'-0" ABOVE FOR WALLS LONGER THAN 12'-0"WITHOUT U7 d M I-- INTERSECTION `INTERSECTION WALLS. FASTEN EACH END WITHZ co I, (1)#8 SHEET METAL SCREW N N SOUND INSULATION 4'CENTERED LO X c M 5 Awm— c') mm OVER WALL ROOF DECK ` Lo n- Lo Lo SUSPENDED CEILING OR BEAM RACO STYLE RECESSED REVEAL HEADER. p CONCEPT WALLS#1487RDT RACO STYLE Cb MTL. STUDS. RECESSED REVEAL -p HEADER. CONCEPT SUSPENDED CLG ASSEMBLY m 5/8"GYP. BIRD. BOTH SIDES WALLS#1-487RDT = I N z a w CENTER LINE OF STUD 45° M a Lu 0 ri {...r :p✓i <''j'+p:': ' G.ii.3<.v:.ti:iia:.]_iwa.i .'.b..: U) ILL 3-112"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 SCHLUTER BETWEEN PERPENDICULAR INTERSECTING SCHiENE AE30 FINISH FLOOR-TOP OF SLAB >; WALLS OR HORIZONTAL BRACING BETWEEN WALLS EXCEEDS 12'-0"OC CPT LVT CARPET TO LVT DETAIL 2 WALL SECTION WITH SOUND INS. I/�6 WALL BRACING DETAIL 10 FLOORING TRANSITIONS A-5 SCALE 1" = V-0" A-5 SICALE 3" = 1'-0" A-5 SCALE 1" = 1" 8" MAX. 8" MAX. ACOUSTICAL BLANKET ABOVE GRID. KINETICS KNM 100RB. TAPE WITH 3M 3015VP TAPE. SEAL CEILING TILES n I u 20 GA 3 5/8" METAL STUD BRACING TO ROOF °�' °�' Fam W STRUCTURE AT 10'-0" OC WHERE REQUIRED SUSPENDED CEILING a^ /z ` U. ARMSTRONG BERC2 CLIP O o ARMSTRONG BERC2 CLIP O O ATTACHED TO GRID UNATTACHED TO GRID ATTACHED WALL UNATTACHED WALL r MTL. STUDS. V 5/8" GYP. BD. BOTH SIDES 8•MAX HANGER WIRE W/STRUT AND SPLAY w z = HANGER WIRE WIRES PER CEILING BRACING DETAIL /1 p CENTER LINE OF STUD 0. a w POP-RIVET w x 1, Vq CROSS TEE MAIN BEAM CROSS TEE v J Z U) O \/�1 3-1/2" BATT INSUL. IN SOUND ATTENUATION WALLSILL Q U M y" 0 0 0 0 0 cc e4) MOLDING veep ° ° veva -0eeee ° eee O >- 0 � FREE END FIXTED END(FULL 24" 0_ rn BOTTOM TRACK. TILE SECTION) N H O s• 2"ANGLE MOLDING POP-RIVET UNATTACHED THIS SIDE Q co o � d EXPANSION JOINT O U � Z FINISH FLOOR NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS "HEAVY DUTY". ALL g CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY V p H Qv0 � 3 WALL SECTION WITH SOUND INS. / CURTAIN 7 CEILING SEISMIC JOINTS Q a r A-5 SCALE 1" = 1'-0" A-5 SCALE 3" = V-0" DATE: 12/18/20 FLOOR ANDlOR ROOF STRUCTURE PERMIT/CONST. ARMSTRONG BERC2 CLIP(AS ALTERNATE MEANS REVISION OF CONSTRUCTION FOR THIS PROJECT.) ADDITIONAL HANGERS AT ALL MAINS WITHIN 8"OF THE PERIMETER 1. APPROVED VERTICAL STRUT AT 12'-0"O.C. EA. WAY BEGINING WITHIN 6-0"OF THE PERIMETER OF EACH 2. CEILING SECTION. SEE STRUT DETAIL 3. STRUTS AT FIXTED EDGES NOT ATTACHED TO THE BUILDING TO HAVE 4 WAY LATERAL BRACING FROM THE 4. MAIN RUNNER TO THE BUI DING STRUCTURE ABOVE. 5. 6. O 7' 8. SECURE ALL HANGERS TO BLDG. STRUCTURE ORA g" TRAPEZE FOR DUCT DRAWN BY: MAX AND/OR PIPE WORK R.M.T. 6'-0"MAX COUNTERSLOPE HANGERS CROSS MEMBERS IF MORE THAN 1:6 OUT OF BETWEEN MAIN PLUMB AL RUNNERS MAIN RUNNERS AT 4'-0" O.C. SUPPORT WITH#12 WIRE AT 4'-0" O.C. OR WITH #10 WIRE AT 5'-0"O.C. NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS"HEAVY DUTY". ALL CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY A� 5 $ CEILING BRACING DETAIL A-5 OFFICECoPY OFFICT (COPY TENANT IMPROVEMENT APPROVED REVISION P11 ,PROJECT LOCATION 82 for T3 upaoZl - 00 0y3S•W. HAMPTON STREET PACTRUST 9 -aa- l Tenant: RECEIVEQppC082-400 SPEC OFFICE SEP 9 2021 0CITY OF TIGARLvVvvv V PROJECT NARRATIVE BUILDING DIVISION' PROJECT CONSISTS OF REMODEL WORK TO 4,758 RENTABLE SF OF EXISTING, VACANT I OFFICE SPACE. r :f I WORK SHALL INCLUDE BUT NOT BE LIMITED TO I •00 SELECTED DEMO OF EXISTING NON STRUCTURAL WALLS Q I I • NON STRUCTURAL DRYWALL/METAL STUDS WALLS I SUSPENDED CEILINGS I I 00 • DOORS/FRAMES AND PAINTING o co I ELECTRICAL DISTRIBUTION U) rr A I I LIGHTING m Y m I ALL WORK TO MEET ADA REQUIREMENTS. = D- N Orn I I WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT = o o LO I W O u') U) o � � PLUMBING WORKI z U) aNN FIRE PROTECTION SPRINKLERING (u o cr M co I I HEATING, VENTILATION & AIR CONDITIONING WORK IELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE o BUILDING INFORMATION OWNER: PACIFIC REALTY ASSOCIATES, L.P. 00 r--� �---- 15350 SW SEQUOIA PKWY #300 a PORTLAND, OR 97224 0 1 LOCATION MAP N (503) 624-6300 (PHONE) A 1 NOT TO SCALE (503) 624-7755 (FAX) BLDG. #: ppc082 (Bldg. B) CONST. TYPE.: II-B THIS BUILDING HOUSES MULTIPLE TENANTS INCLUDING THIS TENANT. THE EXISTING = BUILDING IS A FOUR STORY BUILDING OF 87,890 SF AND IS FULLY SPRINKLERED. EACH FLOOR IS LESS THAN 23,000 SF ALLOWING FOR NON SEPARATED USE. LOLO ACTUAL BUILDING AREA TOTALS M B OCCUPANCY = SF F F-1 OCCUPANCY = SF _ _ S-1 OCCUPANCY = SF TOTAL SF _ MIXED OCCUPANCY - NON-SEPERATED USES. (OSSC 508.3) ALLOWABLE AREA IS UNLIMITED. (OSSC 507.3) ® a ® ® m TENANT INFORMATION o wo TENANT: FDIC z -- w U N OCCUPANCY AREAS & LOADS: > L I USABLE 4,178 SF 28 OCC Yo _ = RENTABLE 4,758 SF o CODE SUMMARY c) U `n J 0 ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH STATE AND LOCAL LL a o- CODE REQUIREMENTS THAT APPLY, INCLUDING BUT NOT LIMITED TO: DATE: 8/17/21 • 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) BID SET AREA OF WORK • 2019 OREGON MECHANICAL SPECIALTY CODE (OMSC) 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) REVISION • 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) 1 tt-� • 2019 OREGON FIRE CODE (OFC) • 2. ASCE-7-10 • ICC/ANSI A117.1-2017 3. 2 BUILDING PLAN Z • 2019 OREGON ENERGY EFFICIENCY SPECIALTY CODE 4. A-1 SCALE 1" = 50' 5. 6. 7. 8. DRAWN BY: R.M.T. CITY OF TIGARD Approv d Py Planning Die: 13 4 4_ Initials: —AV A� 1 0100 00 GENERAL DATA WALL CONSTRUCTION EXECUTION 13.KITCHENBREAK ROOM CABINETS-BASE CABINET WITH P-LAM TOP ON PLYWOOD DECKING AND 4"BACK 16.REMOVE ALL UNUSED DATA AND POWER BOXES AND INFILL WITH GYP BOARD. EXCEPTION-UNUSED DATA GENERAL REQUIREMENTS 1. FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING SPLASH. ALL CABINETS TO HAVE DOORS AND DRAWERS,U.N.O. UPPERS 12"D X 36"H-ATTACH TO WALL BOXES UNDER WINDOW SILLS TO REMAIN. ALL BLANK COVER PLATES TO FINISH SPECIFICATIONS. WITH FRENCH CLEAT,COUNTER AND COUNTERTOPS 24"DEEP. MICROWAVE SHELF 18"D WITH 3"RADIUS MKAMS, SCREWS. WELDING SHALL CONFORM TO AWS D13 WELDING PROCEDURE. ELECTRODES AND SCREW 17.REMOVE ALL UNUSED LOW VOLTAGE WIRING(TELEPHONE AND DATA)FROM THE RECEPTACLE TO THE 1. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DO NOT FIELD WELD OUTSIDE CORNERS. P•LAM AT TOE/BASE. ALL SHELVES ADJUSTABLE.PROVIDE HOLES AND POSTS(1 AT DISTRIBUTION BOARD. LEAVE PULL STRINGS FROM THE BOX TO THE SPACE ABOVE THE CEILING. A SECTION NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. MATERIALS LIGHTER THAN 18 GA. BASE,2 AT UPPERS). OF THE EXISTING LOW VOLTAGE WIRE MAY BE LEFT IN LIEU OF A PULL STRING.2. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING 2, PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS 2100 00 FIRE SUPPRESSION : DESIGN/BUILD OFFICE LIGHTINGCONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED INDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD INSERTS. 1. ADJUST EXISTING SPRINKLERS THROUGHOUT SPACE AS REQUIRED BY CODE. SPRINKLER HEADS SHALL BE CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLABS. CENTERED IN 2 X 2 CEILING TILE.LAYOUT OF SPRINKLERS BY CONTRACTOR. SPRINKLER LAYOUT IN ALL HARD1. OFFICE LIGHT FIXTURES: LITHONIA LED FIXTURE.2BLT2 40L ADP MVOLT GZ10 LP835. THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. CEILING AREAS(GYPSUM BOARD/PLASTER TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO 2. OFFICE EGRESS LIGHTING:ISOLITE MINI GENIE SERIES LED VERSION LMIGN NM SQ-CEILING AND WALL 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS. POSITION )3. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT INSTALLATION. MOUNT. SEE PLAN FOR EGRESS PATH.USE OF ISOLITE INVERTER AS ALTERNATE TO BATTERY IS EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE 2. IN NEW CEILING GRID SYSTEMS OVER 144 SF PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC MOVEMENT. ACCEPTABLE. DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO JACK STUDS OVER OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE NO OOPS RINGS ALLOWED. 3. LIGHT SWITCHES:ACUITY CONTROLS PRE SET ALL PRIVATE OFFICE AND CONFERENCE ROOM SWITCHES TO ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE STUDS AT CORNERS, POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT TOP "VACANCY"AND TO TURN ON AT LAST DIM LEVEL.SET TIME-OUT TO MAXIMUM. LEFT IN THE TENANT SPACE AS NOTED ON PLANS),CLEANING AND ALL PREPARATION OF SUBSTRATE AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TO THE TRACKS.PROVIDE LONG LEG 22 00 00 PLUMBING : DESIGN/BUILD a. STANDARD WALL SWITCH WITH OCCUPANCY SENSOR-USE WSD ` Or[' SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. TRACK AT TOP OF WALL TO ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE ABOVE. GENERAL REQUIREMENTS 4. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING 4. REMOVE EXISTING FLOORING AT NEW WALLS UNLESS SPECIFICALLY INDICATED BY ARCHITECT. b. WALL SWITCH WITH OCCUPANCY SENSOR AND DIMMING-USE WSXD STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS 1. CONTRACTOR TO SUBMIT LAYOUT ON ELEVATIONS AND PLANS PROVIDED FOR ALL SHUT OFF VALVES,CLEAN INTENTION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. 5. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR OUTS,ACCESS DOORS,AND FLOOR DRAINS TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. c. WALL SWITCH WITH DIMMING AND CEILING MOUNTED OCCUPANCY SENSOR-USE SPOD PROJECT #21070 5. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. THE PROJECT. 2. ALL DOMESTIC WATER PIPING TO BE TYPE L COPPER-NO EXCEPTIONS. ALL EXPOSED PIPING TO BE 28 30 00 ELECTRONIC DETECTION AND ALARM 6. AT TOILET ROOMS TO RECEIVE SHEET VINYL FLOORING, INSTALL THE GYPSUM BOARD(OR AUQATOUGH) INSULATED. - GENERAL 6. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET"WALK-OFF MATS"TO PROTECT EXISTING WITH 114"GAP BETWEEN THE BOARD AND THE FLOOR TO PREVENT WICKING. 3. WATER HEATER(ELECTRIC)30 GAL AND LARGER 277V LESS THAN 30 GAL 120V. PROVIDE HUB DRAIN AT 1. FOR HORN/STROBE DEVICES USE"SYSTEM SENSOR"SPECTRALERT ADVANCE DEVICES,OR APPROVED CARPETS. 7. KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS 7. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURER'S RECOMMENDATIONS. LOCATION FOR BLOW OFF. EQUAL. AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. 8. FINISH QUALITY: 4, POINT OF DEMAND WATER HEATER-BOSCH POWER STREAM PRO-MODEL RP2P 277V/30A. ADJUST WATER 2. ALL FIRE ALARM WORK BY VENDERS LISTED BELOW:(This note is for buildings pcc240 and 241 TI's only.) 4_0 1 8. PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED 70 AREA PROCESS TRADE NOMENCLATURE FLOW SETTING TO PROVIDE A HEATING RANGE OF 105 TO 120 DEGREES. a. BUILDING REMODEL:POINT MONITOR. U COMMON CORRIDORS AND STAIRS,BUILDING ENTRANCES,SUITE ENTRANCES,ETC. THE CONTRACTOR WILLPLUMBING-BREAK ROOM FIXTURES ^' OFFICE/OTHER AREAS TAPE/2 FINISH COATS'/ SMOOTH FINISH TAPED(LEVEL 4) t{! b. FIRE PANEL REPLACEMENT:POINT MONITOR. BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION USG"FIRST COAT" `SAND AFTER TAPE/FINISH COAT(S) 1. BREAK ROOM SINK ELKAY ELUHAD211555(UNDER COUNTER MOUNT). c. SERVICE CALLS:POINT MONITOR. 4_0ACTIVITIES. SINGLE CONT STANDARD COLONY SOFT N RICASSCONTROL FAUCET#4175.500. 9. PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING NOTE:AT EXTREMELY DARK ACCENT WALLS PROVIDE LEVEL 5 FINISH. 2. KITCHEN FAUCET-AMEd. QUARTERLY TESTING:STANLEY. RESTROOM FACILITIES. 9. FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS 3. REQUIRED. WATER LINE W/SHUT OFF VALVE FOR COFFEE MAKER AND REFRIGERATOR,SEPARATE LINES IF SHOWN ON PLANS. e. FIRE ALARM MONITORING:STANLEY. 10.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT PRE-CONSTRUCTION MEETING, UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER 09 53 00 SUSPENDED ACOUSTICAL CEILING PROJECT CLOSE OUT DOCUMENTS REQUIRED: COMMON BUILDING AREA BE USED FOR STORAGE. 1. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. 1. PROVIDE AS-BUILT INFORMATION TO ARCHITECT AT PROJECT COMPLETION.INCLUDE THE FOLLOWING: 11.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. 2. FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING a. DIMENSIONS (LOCATION AND DEPTH)OF BURIED PLUMBING LINES INSTALLED OR DISCOVERED BY THIS 12.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, SYSTEM,INCLUDING GRID,PANELS,AND HANGARS AND ACCESSORIES. CONSTRUCTION. c O ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. 3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES, INC. b. LOCATION OF SHUT OFF VALVES. O O 13.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. 23 00 00 HVAC : DESIGN/BUILD 4. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LIMITED TO 14.CLEAN ADJACENT EXTERIOR AREA,I.E.WALKS, EXTERIOR GLASS,ETC. INSULATION,GYPSUM BOARD,LIGHT FIXTURES, MECHANICAL SYSTEMS,ELECTRICAL SYSTEMS AND FIRE HVAC-BID PROCEDURE 15.FILL ALL PAPER TOWEL DISPENSER IN BREAK AREAS. SPRINKLERS. 1. FOR BIDDING PURPOSES,THE HVAC CONTRACTOR WILL ASSUME THAT EXISTING HVAC EQUIPMENT IS IN 16.CLEAN ALL SUPPLY AND RETURN DIFFUSERS AT PROJECT COMPLETION. 5. PRODUCTS: PROPER WORKING ORDER. Y 17.UPON COMPLETION OF THE PROJECT,THE CONTRACTOR MUST PROVIDE A DETAILED CLOSEOUT PACKAGE a. GRID-PRELUDE 24 XL 15/16"EXPOSED TEE(HEAVY DUTY) 2. INVENTORY EXISTING H.V.A.C.ROOFTOP UNITS AND SUBMIT TO ARCHITECT A CONDITIONS REPORT OF EACH = CL N PER INSTRUCTIONS INCLUDED IN THE CONSTRUCTION CONTRACT.RETENTION WILL BE HELP PER CONTRACT b. TILES-ARMSTRONG DUNE#1774,24 x 24 x 5/8"W/BEVELED TEGULAR EDGE UNIT Q n UNTIL THE COMPLETED CLOSEOUT PACKAGE IS RECEIVED AND HAS BEEN APPROVE BY THE CONSTRUCTION c. ACCESSORIES-MANUFACTURERS'STANDARD 3. LIST TONNAGE OF EACH UNIT. O O) MANAGER,ARCHITECT,AND PROPERTY MANAGER. HVAC-DESIGN PROCEDURE Q D' 18. 6. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRIM TILE EDGE TO CREATE TEGULAR EDGE Q O LU F IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, Ln FUNCTIONING PROJECT INCLUDING ALL GENERAL,MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED CONDITION SO THAT CEILING TILES LAY FLAT. 1. USE EXISTING AND/OR NEW EQUIPMENT TO DESIGN MECHANICAL H.V.A.C.SYSTEM PER DESIGN STANDARDS LU Olt) TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED,REGARDLESS OF CEILINGS LESS THAN OR EQUAL TO 144 SF AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE LISTED BELOW. � C) a (0 r.- 7. WHETHER OR NOT SHOWN ON THE DRAWINGS. ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS. 2. PRIOR TO AWARD OF CONSTRUCTION CONTRACT,HN.A.C.CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR Z II 19.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. REVIEW AND APPROVAL A FULL DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH U) g N N NEW/RENOVATED WORK AND SYSTEMS UNTOUCHED BY THE TENANT IMPROVEMENT AS APPLICABLE. 20"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 INCLUDE THE FOLLOWING: co L0 F- ,, PLANE,EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. ATTACHED TO WALL MOLD USING BERC2 CLIPS ALLOWING THOSE TWO SIDES TO FLOAT. Ix M M a. DUCTING AND SIZES M 21.DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS.DRAWINGS ARE INTERRELATED. 10.PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT CONTIGUOUS CEILING GRID AREAS TO Ln b. SUPPLY AND RETURN LOCATIONS AND CFM AT EACH GRILL OR DIFUSER 22.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 c- 4. TWO WEEKS OF PROJECT AWARD.PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO FIXTURE IMMEDIATELY ADJACENT TO THE JOINT. c. ROOF EQUIPMENT,SIZES AND LOCATIONS REPLACEMENT AT CONTRACTOR COST.AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL I1.INSTALL TWELVE GAUGE VERTICAL HANGER WIRE TIES 4 FT ON CENTER WITH THREE TIGHT TURNS AROUND d. UNITS REQUIRING DUCTED SMOKE DETECTION REQUIREMENT TO 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 m 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 e. THERMOSTAT LOCATIONS AND ZONENNIT ASSOCIATED THEREWITH DIRECTED AT CONTRACTOR'S COST. END SHALL BE SUPPORTED WITHIN 8 INCHES OF EACH WALL. f. ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMStT 23.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 g. ZONE DIAGRAM m PLUMBING SYSTEMS(INCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF ALL EACH WAY BEGINNING WITHIN SIX FEET OF PERIMETER EDGE. HVAC DESIGN STANDARDS SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE CVM 13.WIRESL COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR.SUBMITTALS MAY BE DELIVERED IN PDF GAUGE SEISMIC SPLAY WIRE TO THE MAIN BEAM WITHIN 2 INCHES OF EACH VERTICAL STRUT. THE FOLLOWING ARE MINIMUM DESIGN STANDARDS: FORMAT FOR REVIEW. WIRES TOO BE ARRAYED 90 DEGREES FROM EACH OTHER AND AT AN ANGEL NOT EXCEEDING 45 DEGREES O FROM THE PLANE OF THE CEILING.ATTACHE SPLAY WIRES TO GRID AND TO THE STRUCTURE IN SUCH A 1. 350 SQUARE FOOT PER TON(UNLESS OTHERWISE APPROVED IN WRITING BY PACTRUST). a 24.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS MANNER THAT THEY CAN SUPPORT A MINIMUM DESIGN LOAD OF 200 LBS OR THE ACTUAL DESIGN LOAD,WITH 2 ADDRESS LOADS BY SPECIFIC LOCATION AND USE,AS WELL AS CRITERIA PROVIDED TO PACTRUST BY t1 CONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER A SAFETY FACTOR OF 2,WHICHEVER IS GREATER. TENANT PRIOR TO CONSTRUCTION: LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE 14.VERTICAL STRUTS TO BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE ABOVE. INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE a. EXTERIOR EXPOSURE AREAS CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE 15.USE ARMSTRONG BERC2 CLIPS TO SATISFY SEISMIC WALL CONNECTION REQUIREMENTS.SEE DETAIL. b. INTERIOR AREAS,SIZE AND USE APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY 16.INSTALL SPREADER BARS AT TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS AT UNATTACHED THE ARCHITECT PRIOR TO INSTALLATION.SUBMITTALS MAY BE DELIVERED IN PDF FORMAT FOR REVIEW. EDGES.SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 c. CONFERENCE/TRAINING ROOMS 25.000RDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE INCHES OF THE PERIMETER WALL. d. COMPUTER/SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. 17.I14 EXISTING SPACES REPLACE EXISTING TILES. AND 24-HOUR USE.VERIFY NEED FOR A SEPARATE SPLIT SYSTEM TO MAINTAIN TEMPERATURE. 08 10 00 DOORS AND WINDOWS 18.TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF LEVEL OVER THE ENTIRE SPACE. 3. SYSTEM DESIGN CRITERIA-SIZE ZONES FOR 3-5 TON UNITS BASED ON USE&EXPOSURE CRITERIA. PACKAGED OR SPLIT SYSTEM EQUIPMENT GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES. 1. APPROVED DOOR,FRAME,AND HARDWARE SUPPLIERS INCLUDE: 19.13ENT OR DAMAGED T-BARS TO BE REPLACED. VAV OR WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3 TONS SHALL BE SPLIT INTO MULTIPLE a. BAXTER AND FLAMING. (503)225-0486 20.REPAIR HOLES IN GRID FROM REMOVED WALLS. USE OF ARMSTRONG"BP ES-4"EXPANSION SLEEVE ZONES. b. D&D DOOR (503)205-5533 ACCEPTABLE. 4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY&RETURN GRILLES. c. BENSON INDUSTRIES (503)907-2200 09 65 19 RESILIENT FLOORING-LUXURY VINYL TILE 5. UNITS: LENNOX,TRANE,YORK OR CARRIER-7 1/2-TON MAXIMUM UNIT SIZE. ANY UNIT IN EXCESS OF 7 1/2 d. GRANT SUPPLY (360)887-0647 1. FINISH FLOORING TO EXTEND UNDER CASEWORK. TONS SHALL HAVE SPECIAL WRITTEN APPROVAL FROM PACTRUST. 3. DOOR AND RELITE FRAMES SHALL BE ALPHA ALUMINUM PRODUCTS, INC.(AAP),OR APPROVED. SUBMITTAL 2. INSTALL TILES IN 1/3 OFFSET ASHLAR PATTERN U.N.O. 6. HVAC UNITS EQUAL TO OR GREATER THAN 5-TONS TO HAVE DUCT SMOKE DETECTORS AND BE CONNECTED REQUIRED PRIOR TO ORDERING MATERIAL.NEW FRAMES TO BE FACTORY FINISH CUSTOM COLOR. 3. DO NOT WAX OR OTHERWISE SURFACE TREAT EXCEPT CLEANING. TO A MONITORING STATION WITHIN THE BUILDING. 4. ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. 4. USE SCHLUTER TRANSITIONS PER FLOORING TRANSITION DETAILS. 7. ECONOMIZER TO MEET CODE AND AS FOLLOWS: 5. DOOR HARDWARE SHALL BE SCHLAGE AL SATURN OR D RHODES SERIES U.N.O. 09 68 00 CARPET a. 6 TONS AND ABOVE MUST HAVE ECONOMIZER. 6. ALL DOOR HARDWARE SHALL BE INSTALLED WITH A 2 314"BACKSET. 1. CARPET PLANK(12'X 36"OR 18"X 36') b. BAROMETRIC RELIEF ON 5-7 1/2 TON UNITS. 7. DOOR FINISH SUBMITTAL:CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DOOR FRAMES,DOOR a. INSTALL IN RANDUM ASHLAR PATTERN U.N.O. c. 8 TONS AND ABOVE MUST HAVE POWER EXHAUST. HARDWARE AND DOORS AS WELL AS A CONTROL SAMPLE OF THE FINISHED DOOR SKIN W/STAIN AND FINISH d. 1 1/2 THRU 4-TON OSA INTAKE WITH DAMPER. APPLIED(IF NEW DOORS ARE BEING PROVIDED). BEFORE FINISHING OF DOORS IS COMMENCED ARCHITECT 2. USE SCHLUTER TRANSITIONS PER FLOOR TRANSITION DETAILS. 8. ALL UNITS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE REQUIREMENTS. SHALL APPROVE CONTROL SAMPLE. FINISHED PRODUCT IS SUBJECT TO REJECTION BY ARCHITECT IF THIS 09 9123 PAINTING PROCESS IS NOT FULLY ADHERED TO AND FIELD PRODUCT DOES NOT MATCH THE APPROVED CONTROL 9. DISTRIBUTION DUCTWORK: SAMPLE. INTERIOR: a. SPIRAL DUCT PERMITTED ONLY IF EXPOSED. B. ALL INTERIOR GLAZING SHALL BE TEMPERED. 1. WALLS: b. 26 GAUGE OR TO SMACNA STANDARDS WHERE DUCT IS CONCEALED ABOVE A CEILING. Fah 9. IN ALPHA ALUMINUM CLEAR ANODIZED PRODUCTS USE GRAY SEALS.MATCH IF EXISTING.ALL OTHER a. PRIME NEW DRYWALL WITH MILLER PAINT HIGH-BUILD"SUPER SEAL'PRIMER. c. WRAP CONCEALED SUPPLY DUCTWORK IN NON-CONDITIONED AND SEMI-CONDITIONED SPACE WITH CONDITIONS USE BLACK. b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT MINIMUM R4.2 INSULATION WITH FSK BARRIER. 09 00 00 FINISHES 120-4-XX WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER PAINT 170-5-XX S/G d. HANGERS 12 GAUGE WIRE OR 18-GAUGE 1"WIDE STRAP. EXPOSED DUCT MUST HAVE ALL THREAD LATEX ENAMEL. HANGERS AND FULL DIAMETER STRAP UP TO 18"0. LARGER THAN 18"MUST HAVE SADDLE TYPE CLAMP. GENERAL 2. DOORS AND FRAMES: 1. REMOVE ALL EXISTING VCT,SHEET VINYL,ETC.IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR e. BRANCH DUCTS SHALL BE PLUMB AND SQUARE(NO OCTOPUS). TEES SHALL BE MAXIMUM OF 45 TO INSTALLATION OF NEW FLOORING. a. NEW HOLLOW METAL-PRIME,SAND,AND FINISH WITH TWO COATS OF SEMI-GLOSS OIL.SPRAY OR DEGREES. IL 2. CLEAN,SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS.EXCLUDES LVT AND ROLLED APPLICATION.b. EXISTING HOLLOW METAL-SAND,FILL IMPERFECTIONS WITH BONDO,SAND AND PRIME PATCHES WITH f. EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN V BRANCH. SOME VCT APPLICATIONS.VERIFY WITH ARCHITECT PRIOR TO APPLYING WAX COATINGS. ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN.24"ABOVE FINISH CEILING. 3. EXISTING VCT TO REMAIN TO BE STRIPPED AND APPLY NEW WAX COATING. ALKYD PRIMER,AND FINISH WITH SEMI-GLOSS OIL ENAMEL.SPRAYROLLED APPLICATION 9 c. WOOD-PRIME WITH ALKYD OIL UNDER-COATER,SAND,FILL ALL FASTENING HOLES WITH PAINTER'S 10.FLEX DUCT WILL BE NO LONGER THAN 6'FROM RIGID DUCT DOWN TO DIFFUSER. 4. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: PUTTY,CAULK ALL CRACKS IN CASINGS AND BETWEEN JAMBS AND WALLS USING DAP LATEX CAULK, 11.DIFFUSERS: a. FLOOR COVERINGS,BASE AND TRANSITION STRIPS AND FINISH WITH SATIN OIL ENAMEL. a. SUSPENDED CEILING SYSTEM(T-BAR)-PERFORATED FACE ADJUSTABLE CURVED BLADES-DESIGN b. PLASTIC LAMINATES d. WOOD-STAIN,SEAL AS REQUIRED,AND VARNISH WITH SATIN VARNISH. TITUS PCS SUPPLY AND TITUS PAR RETURN OR APPROVED EQUAL. c. ALL NATURAL WOOD(INCLUDING DOORS AND CASEWORK) 3. CEILINGS: b. GYPSUM BOARD CEILING;SUPPLY-CURVED BLADE W/OBD DESIGN TITUS 250; RETURN-BAR TYPE- LU O d. PAINT a. EXISTING GYP BOARD/PLASTER-SAND,SPACKLE ALL IMPERFECTIONS,SPOT PRIME AND FINISH TO DESIGN TITUS 350;EXHAUST-METAL OR ALUMINUM-1/2"x 1/2"EGG CRATE DESIGN TITUS 50F. Z ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT 6200 OR 4480. c. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT OR NEAR CLOSEST e. TILE,MARBLE,GRANITE,STONE,GROUT AND SCHLUTER TRIMS WYE BRANCH. LU 1 M f. TOILET PARTITIONS b. NEW GYP BOARD/PLASTER -PRIME WITH SUPER SEAL AND FINISH TO ACHIEVE UNIFORM COVERAGE U ` N WITH MILLER PAINT 6200 OR 4480. d. CLEAN OR REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS AT PROJECTN Y$ 5. FINISH FLOORING TO EXTEND UNDER ALL NEW CASEWORK. 4. GENERAL NOTES: COMPLETION. } 6. PROVIDE A TRANSITION STRIP WHERE EVER TWO DIFFERENT FLOOR MATERIALS MEET PER TRANSITION a. KEEP ALL HARDWARE,HINGES,AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS,DRIPS,OR ROLLER 12.THERMOSTAT: ALL EXISTING MERCURY TYPE THERMOSTATS TO BE REPLACED. NEW THERMOSTATS TO BE HONEYWELL COMMERCIAL GRADE V/SIONPRO 8000 TOUCH SCREEN MODEL TS8220U1003 WHERE POSSIBLE. _ STRIP DETAILS. SPRAY. APPROVED SUBSTITUTE: TOTAL-LINE SIGNATURE COMMERCIAL THERMOSTAT MODEL NO.P374-2800 -7 DAY P O 7. PROVIDE SCHLUTER METAL TRIM AT ALL EXPOSED EDGES OF TILE(EXCEPT AT BULLNOSED EDGE) b. ALL SURFACES TO BE SANDED BETWEEN COATS,PRIOR TO INSTALLATION OF NEXT COAT. PROGRAMMABLE WITH LOCKOUT FUNCTION-AUTO CHANGEOVER ONLY. MOUNT AT ADA HEIGHT(MAY 8. CONTRACTOR TO PROVIDE 10%ATTIC STOCK FOR ALL FLOOR TILE PRODUCTS UNLESS DIRECTEDKEEP JOB SITE CLEAN OF ALL PAINT MATERIALSRUBBISHCANSAND REQUIRE CHANGING HEIGHT AT"REPLACEMENT"LOCATIONS). CONTRACTOR SHALL PROGRAM c. DURING PROGRESS OF WORK, , , , d M 0 OTHERWISE.VERIFY WITH BUILDING PROPERTY MANAGER. RAGS AT THE END OF EACH DAY. THERMOSTATS AND BALANCE SYSTEM. ( > U Q 09 2100 GYPSUM BOARD d. UPON COMPLETION OF WORK,CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING 13.THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR 7O INSTALLATION. CONSTRUCTION LEGEND LL O GENERAL AND SCRAPING,USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. 14.HVAC TESTING. Q UQ. 1. ALL GYPSUM BOARD WALLS: ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD,EITHER AT RIGHT ANGLES OR a. PROTECT WORK OF OTHER TRADES. a. CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES,COMPONENTS, a EXISTING TO REMAIN Q N 0 EQUIPMENT AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH PARALLEL C FRAMING ON EACH SIDE OF METAL STUDS SPACED AT AN O.C. FASTEN WITH 1"TYPES f. PROVIDE'WET PAINT"SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES. APPROVED PLANS AND SPECIFICATIONS. d T fl DRYWALL SCREWS 8"O.C.TO VERTICAL EDGES AND 12"O.C.TO TOP AND BOTTOM RUNNERS AND ------- INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24"O.C.(OR ONE STUD SPACING), 10 00 00 SPECIALTIES -------= EXISTING T BE REMOVED EACH SIDE AND OPPOSITE SIDES. b. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN DATE: 8/17/21 ACCOR CE WITH APPROVED PLANS FICATIONS. 2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WITH SANDING BETWEEN 1a PAPERTOWEL DISPENSERS,SURFACE MOUNTED(KITCHEN/BREAK ROOM)BOBRICK B-262 c. A COMPDLEITE COMMISSIONING REPORT OFDTEST PROCEDURES AND RESULTS SHALL BE PREPARED AND Aj NEW STANDARD WALL WITH INS. BID SET FINISH COATS(LEVEL 4 FINISH). PAINT AS INDICATED. FILED WITH PACTRUST. 104418 FIRE EX i INGUISHERS 3. ALL OTHER GYPSUM BOARD RECEIVE ONE TAPE COAT AND ONE FINISH COAT WITH SANDING AFTER FINISH 15.PROJECT CLOSE OUT DOCUMENTS REQUIRED: COAT(LEVEL 3 FINISH). PAINTT AS INDICATED. 1. FIRE EXTINGUISHER 2A10 BC (WALL MOUNTED OR IN SEMI RECESSED CABINET AS INDICATED ON PLAN) REVISION 4. IN FINISHED SPACES FURR-OUT BUILDING COLUMNS AND EXTERIOR WALLS WITH 5/8"GYPSUM BOARD OVER 2. FIRE EXTINGUISHER CABINET: JL INDUSTRIES ACADEMY SERIES MODEL#C102TV10. a. AutoCAD FILE SHOWING AS-BUILT INFORMATION. DUPLEX RECEPTACLE METAL STUDS. 1100 00 EQUIPMENT b. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE. FOURPLEX RECEPTACLE 5. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS STOREFRONT.QUIETJOINT SHH WHERE WALL 1. DISHWASHER: GE GDT226SSLSS STAINLESS STEEL-ENERGY STAR RATED. c. HARD COPY OF AutoCAD FILE ABOVE. DZQ 1. MEETS MULLION AND EMSEAL WHERE WALL MEETS GLAZING.COLOR SELECTED BY ARCHITECT. 12 00 00 FURNISHINGS d. OPERATIONS MANUALS FOR ALL EQUIPMENT, INCLUDING T-STATS. 6. AT ALL EXISTING WALLS,REMOVE ALL NAILS,SCREWS,FASTENERS,ETC.LEFT BY PREVIOUS TENANT AND DEDICATED OUTLET e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED. ,(�, 2 PATCH HOLES READY FOR PAINT. 1. PROVIDE ROLLER BLINDS AT ALL EXTERIOR WINDOWS. 26 00 00 ELECTRICAL : DESIGN I BUILD 'J11V EXISTING ELECTRICAL TO REMAIN 3. 7. REPAIR GYPSUM BOARD AT REMOVED ELECTRICAL RECEPTACLES OR DATA BOXES AND FINISH READY FOR a. MARIAK CONTRACT CHAIN OPERATED CLUTCH ROLLER SHADES PAINT. b. NO HEAD BOX U.N.O. GENERAL / FLOOR MONUMENT W/SERVICES SHOWN 4 8. UPON REMOVAL OF WALL BASE,REMOVE RESIDUAL ADHESIVE AND PREP WALL TO PAINT READY CONDITION. 1. ALL ELECTRICAL FEEDS TO OUTLETS,SWITCHES,ETC.MUST BE VERTICAL DROPS FROM ABOVE EXCEPT FOR SPECIAL OUTLET c. FABRIC-MARIAK ECONOSCREEN-3%COLOR-903 GRAY/BLACK U.N.O. HORIZONTAL RUNS UNDER WINDOWS AND RECEPTACLES ON THE SAME STUD. 5. WALL CONSTRUCTION MATERIALS 12 23 16 CABINET SPECIFICATIONS 1. PROVIDE STUDS,TRACKS,BRACING, FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE 2. ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOW SILLS TO BE ROUTED THROUGH BUILDING INSTALLATION. 1. ALL CABINETRY TO BE INSTALLED OVER FINISH FLOOR AT ALL RESILIENT FLOORING LOCATIONS. SHELL WALLS. DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS. / TELIDATA MUD RING WITH PULL STRING s 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED ON PLANS WHERE PHYSICAL 2. AWI CUSTOM GRADE STANDARDS FOR CASEWORK AND COUNTER TOPS U.N.O 3. ALL NEW ELECTRICAL DEVICES TO BE WHITE.NYLON COVER PLATES NOT ALLOWED. a ELECTRICAL PANEL STRUCTURAL PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED 3. HIGH PRESSURE LAMINATE(P-LAM HPL)ALL EXTERIOR SURFACES, INCLUDING 4"TOE KICK. EDGE BANDING 4. REPLACE ALL NON-WHITE EXISTING ELECTRICAL DEVICES TO WHITE.NYLON COVER PLATES NOT ALLOWED. ) 7- LIVE LOADS. DESIGN FRAMING IN ACCORDANCE WITH AISI SG-673. MATCHING PVC ACCEPTABE FIN ENDS,DOORS,AND LIGHT VALENCE ETC. UPPER CABINET BOTTOMS O POWER J-BOX - ( ), 5. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL AND BREAKER. S. 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446/A 446 M GRADE A(33000 OPTIONAL HPL FINISH,STANDARD MELAMINE FINISH. OPEN CABINETS OPTIONAL HPL FINISH,STANDARD 6. PROVIDE TYPEWRITTEN UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS. ® FLUSH MOUNT FLOOR MONUMENT WI POWER AND DATA PSI)G60. MELAMINE FINISH. 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR 4. TOE KICK PLYWOOD 4"H WITH P-LAM COVER 7. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN EXIT PATH SHOWN ON PLAN EQUAL TO AN APPROVED EQUAL. 1-FOOT CANDLE. 2 X 2 LED BLT CEILING FIXTURE 5. DOORS AND DRAWER FRONTS PLASTIC LAMINATE OVER 11/16"PARTICLE BOARD WITH MATCHING P-LAM OR GREEN LETTERS.(CLASS A BUILDINGS)EXIT LIGHTS: LITHONIA EDGR-G-EL RECESSED MOUNT, DRAWN BY: 5. STANDARD GYPSUM BOARD SHALL BE TYPE W,5/8"THICK WITH TAPERED EDGES CONFORMING TO ASTM PVC EDGES. 8, � RECESSED INCANDESCENT LIGHT ON RHEOSTAT(TYP.) R.M.T. C-36. 6. MELAMINE(LOW PRESSURE LAMINATE/LPL)ALL INTERIOR AREAS,DRAWER PARTS,SHELVING ETC. 9. FOR FLOOR POWER AND DATA ACCESS. 6. WATER RESISTANT GYPSUM BOARD SHALL BE 5/8"THICK WITH TAPERED EDGES. CONFORMING TO ASTM 7, FLUSH OVERLAY/FRAMELESS STYLE CONSTRUCTION. a. AT RAISED SLABS:USE WIREMOLD RC7 FLUSH POKE-THRU SERIES OR EQUAL. SUPPLY DIFFUSER C-630. b. AT SLAB ON GRADE:USE WIREMOLD RFB4E BOX WITH 6CTC2 COVER AT CONFERENCE ROOMSRETURN DUCT 7. AT TOILET ROOMS USE 5/8"USG FIBERROCK BRAND AQUATOUGH INTERIOR PANEL FROM FLOOR 8. THERE SHOULD BE 118"OR LESS GAP TOLERANCE BETWEEN DOORS AND DRAWERS. AND 6CFFTC COVER AT FURNITURE FEEDS.PROVIDE 1'CONDUIT FOR POWER AND 2"CONDUIT FOR TO 48"A.F.F.ON WALLS BEHIND OR ADJACENT TO PLUMBING FIXTURES. NO SUBSTITUTES. 9. HINGES.BLUM#75M3580, 110 DEG,SELF CLOSING CLIP ON(OR EQUAL). DATA. ) THERMOSTAT (EXCEPTION:EXCEPTION AT LOCATIONS TO RECEIVE PLASTIC LAMINATE OR TILE WAINSCOT.) 10.DRAWER SLIDES-BLUM #230M SERIES EXTENSION(OR EQUAL)75 LBS. MIN.FOR STANDARD DRAWERS. 12.LOW VOLTAGE SYSTEMS(TELECOMMUNICATION AND DATA)BY FUTURE TENANT. 8. AT TILE WAINSCOT LOCATIONS INSTALL CEMENT BACKER BOARD%"THICK WITH SQUARE,REINFORCED, ACCURIDE#4032(OR EQUAL)HD/FULL EXT 150 LBS. MIN.FOR HD AND FILE DRAWERS. SMOOTH EDGES. PROVIDE DUROCK BRAND CEMENT BOARD OR APPROVED EQUAL. 13.LIGHTING ENERGY MANAGEMENT IS REQUIRED ALL BUILDINGS. EXHAUST FANA� 2 11.PULLS-96 MM C-TO-C WIRE PULLS. FINISH TO MATCH DOOR HARDWARE. 14.OCCUPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP. 9. INSTALL WATER-RESISTANT GYPSUM BOARD BEHIND WAINSCOT OF FRP,PLASTIC LAMINATE,ETC. 12.GENERAL CONTRACTOR TO PROVIDE CABINET MAKER WITH SINK TEMPLATE(SPEC SHEETS)FOR EACH SINK. SINK CUTOUT SHALL BE DONE IN SHOP WHEN FEASIBLE AND BEFORE BACK SPLASH IS INSTALLED IN ALL 15.TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS,EQUIPMENT TILSPRINKLER HEAD 10.TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND E 11.USE GEORGIA PACIFIC DENSGLAS GOLD ON EXTERIOR FACE OF EXTERIOR WALLS AND COAT WITH STO FINISH CASES TO ALLOW CUT OUT TO BE POSITIONED PROPERLY. ALL RAW EDGES OF CUT OUT AND BACK SPLASH SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE EXIT SIGN(LED RED) SYSTEM. TO D. PLUMBERS SOUNK CLAMPS IILD UPS AFFRONT AND BACK OF SINK CUT OUT TO IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. BE SEAL $Rcl HORN/STROBE FIRE ALARM -oo ��y #3082 = MARTIN W.HANSON n o � O OF7 ��CLA KAM OREGON O O oTff7 OF PROJECT #21070 4-9 00 o U U 4-0 It it L j Q t• O CL 0 Lo - II II 11 2Q � Orn W O O In C 3: Z44 U) () g NN CO (O c f) M co Lo d LO m m m m WORK TO INCLUDE �' � �� N co • DEMO AS SHOWN • REMOVE ALL EXISTING FLOOR COVERING m m a • DEMO WATER HEATER AND CAP FLOOR DRAIN ' • DEMO FLOOR MONUMENTS AND CAP WITH SOLID CONC. PLUG ' • DEMO EXTERIOR WINDOW BLINDS DEMO PLAN A-3 SCALE 1/8" = 1'-0" z O O O e O O O (31 G O O � W O Z W U M N n I��IQ O •o. / IIIIILI a Q. W c O a co d Z I•• 11 I I LL J 0 UOOio =--- -= C =_ =___ =_ _' C -_ O a � a • �9� DATE: 8/17/21 Q 1*1 I " BID SET 'RI REVISION L_J 2. I � R 3. 4. 6. WORK TO INCLUDE • DEMO PARABOLIC FIXTURES AS SHOWN m m • REMOVE GYP BOARD CEILINGS 8. • REMOVE EXISTING CEILING TILES , .joo o0 DRAWN BY: m m R.M.T. (10EILING DEMO PLAN m z A-3 � SCALE 1/8" = 1'-0" 5A�311 #3082 _ MARTIN W.HANSON 1" 36" O � O O ��LA KAM S,OREGON -AD-.,SHELF' OF ( W, - J 3'-0' 2'-6- PROJECT V` PROJECT #21070 }� \ Q DED 30A PL-1 I I O. N EMA L5-30R NEW DOOR AND RELITE7S PART OF SHELL REMODE PL-1 UNDER SIDE TENANT }� PROVIDE v �� DIT SERVER (2)TONS N � RACK v O O O n 1" 332" 164" 24' 3321" 3312" 38" DEDICATED (I� o' ___ ��'_ I 1 A.C. ��✓✓ 14" I T v •aQ GOA SECURITY �J J N r RACK � a SS BACK SPLASH d 91_10' ---- DED 20A L 45 a5 45 45 d0 - _.. _.. PL-11 NEMA 6-20R O ``—_ DED 20A G`I 66'MICRO. e BREAK vcT2 cert o •o• , PL-1 = ADA INK a TENANT SECU___ ADJ.SHE_LF_== - _ / ADJ.SHELF __ 60" PANELSTy CONFERENCE DIT WORK/STOR SERVER RM SECURE STORAGE CONFERENCE a Deo zoA O O 4n O Y 409 aos aoT ams L-1 (n dae 4oe =104oT o LOBBY P-LAM BASE P-LAM BASE c SEMI-RECESSED ` 60'A.F.F. 400 407 BACKING OFFICE CONFERENCE ' - '----- 33 CABINET ELEVATION 4 SERVER 407 ELECTRICAL = Q N INSTALL secuwTY FeNcwc ns , ! 3 m SCALE 1/2" =- 1'-0" BREAK/WORK/COPY 407 A-4 _ 5 A_4 _ Z 4',2' o `-SEMI-RECESSED SCALE 1/4" = 1'-0" fi0'A.F.F. O 4,2 477 ABOVE WALL TO a 19'-6" BACKING 64• 726 84" _ W STRUCTURE ABOVE LU (� O t1) `- z 54" 30" 12" 20g'- 30' 54" � � � (mo n cPr-, CPT-2 11" 1" 1" 3" 1" 1" 12" 1 2i 4 7 403 1' F12' 1. Z ' ' d 4 413 cPT.2 CPT-i T SS TRANSACTION TOP SS TRANSAC ION TOP SS TRANSACTION TOPc) co CID R OPEN OFFICE TRAINING 24" M 0 M CD OFFICE 26" C U LO O LO LO 413 402 403 1"� PL-# PL-# PL-# PL-ff C a 1J 1. ! 3" 1 3" 12 T m T Tvfim v PL-# IS a o PL-# c O `. L 00 WORK TO INCLUDE `' \' DPT., CPT- 103 q. 00 0 • NEW PAINT THROUGHOUT m T : T IS ! 1 T m v Q • ALL NEW AND EXISTING ELECTRICAL FIXTURES TO BE WHITE (1) NORTH (2)WEST (3) SOUTH p • NEW LOCATION FOR ELECTRICAL PANEL-PROVIDE OPTION TO POWDER - • NEW ROLLER BOL NDS#ATF XT ERIOR WINDOWS " �, eo5 O 5 CABINET ELEVATION • NEW PLANK STYLE CARPET AS SHOWNm OFFICE OFFICE m A-4 SCALE 1/2" = 1'-0" LOBBY 400 • NEW LVT FLOORING AT BREAK ROOM / aos Oma ' • CLEAN OUTDOOR PATIO • NEW BREAK COUNTER DOOR SCHEDULE •• SOLID SURFACE COUNTER TOP AND BACK SPLASH DOOR DATA FRAME DATA HARDWARE •• NEW BRUSHED CHROME HANDLES AT CASEWORK MARK DOOR SIZE THK CORE VENEER FINISH HAND MANUF. FINISH DEPTH FIRE RATING ACTION MANUFACTURER FINISH FUNCTION REMARKS MARK •• DISHWASHER 400 T-0"x V-0" 1 3/4" SC QRTRD.AFR.MAH. 70284-A WALNUT Right !ALPHA ANOD 3 3/4" !— LEVER/LOCK/CLOSER SCHLAGE 626 BRUSHED CHROME NDX80PDEU (2)3 X 9 SIDELITES-DOOR AND FRAME ON SITE 400 • .•DOORS AND RELITES M PARTITION AND POWER PLANZ 401 T-0"x T-0" 13/4' SC QRTRD.AFR.MAH. 70284-A WALNUT Right ALPHA ANOD 4 7/8" — LEVER LATCH SCHLAGE 626 BRUSHED CHROME ALX10S 3 X 9 SIDELITE-DOOR AND FRAME ON SITE 401 .. NEW DOORS THROUGHOUT A-4 SCALE 1/8" = 1'-0" 403 3'-0"x 9'-0" 13/4' SC ORTRD.AFR.MAH. 70284-A WALNUT Right ALPHA ANOD 4 7/8" — LEVER LATCH SCHLAGE 626 BRUSHED CHROME ALX10S 3 X 9 SIDELITE 403 NEW DOOR AND WINDOW FRAMES 403 T-0"x 9'-0" 13/4" SC QRTRD.AFR.MAH. 70284-A WALNUT Left ALPHA ANOD 4 7/8" — LEVER LATCH SCHLAGE 626 BRUSHED CHROME ALX10S 3 X 9 SIDELITE-DOOR AND FRAME ON SITE 403 404 T-0"x T-0" 13/4' SC QRTRD.AFR.MAH. 70284-A WALNUT Right ALPHA ANOD 4 7/8" — LEVER/LOCK SCHLAGE 626 BRUSHED CHROME ALX10S 3 X 9 SIDELITE 404 405 T-0"x 9'-0" 13/4" SC QRTRD.AFR.MAH. 70284-A WALNUT Left ALPHA ANDD 4 7/8" — LEVER/LOCK SCHLAGE 626 BRUSHED CHROME ALX10S 3 X 9 SIDELITE-DOOR AND FRAME ON SITE 405 406 T-0"x 9'-0" 1 3/4" SC QRTRD.AFR.MAH. 70284-A WALNUT Left ALPHA ANOD 4 7/8" -- LEVER/LOCK/CLOSER SCHLAGE 626 BRUSHED CHROME NOX80PDEU -- 406 407 T-0"x T-0" 13/4" SC QRTRD.AFR.MAH. 70284-A WALNUT Left ALPHA ANOD 4 7/8" LEVER/LOCK/CLOSER SCHLAGE 626 BRUSHED CHROME NDX80PDEU -- 407 408 3'-0"x 9'-0" 13/4" SC QRTRD.AFR.MAH. 70284-A WALNUT Left ALPHA ANOD 4 7/8" — LEVER/LOCK/CLOSER SCHLAGE 626 BRUSHED CHROME NOX80PDEU -- 408 409 3'-0"x 9'-0" 1 3/4" SC QRTRD.AFR.MAH. 70284-A WALNUT Right ALPHA ANOD 4 7/8" — LEVER LATCH SCHLAGE 626 BRUSHED CHROME ALX10S 3 X 9 SIDELITE-DOOR AND FRAME ON SITE 409 410 3'-0"x 9'-0" 13/4" SC QRTRD.AFR.MAH. 70284-A WALNUT Left ALPHA ANOD 3 3/4" — LEVER/LOCK/CLOSER SCHLAGE 626 BRUSHED CHROME NDX80PDEU I-- 410 I 411 3'-0'x 9'-0" 13/4" SC QRTRD.AFR.MAH. 70284-A WALNUT Left ALPHA ANDD 4 7/8" — LEVER LATCH SCHLAGE 626 BRUSHED CHROME ALX10S 3 X 9 SIDELITE-DOOR AND FRAME ON SITE 411 h9� 412 3'-0"x 9'-0" 1 3/4" SC QRTRD.AFR.MAH. 70284-A WALNUT Right ALPHA ANOD 4 7/8" — LEVER/LOCK SCHLAGE 626 BRUSHED CHROME ALX10S 3 X 9 SIDELITE 412 413 T-0"x 9'-0" 1 3/4" SC QRTRD.AFR.MAH. 70284-A WALNUT Right ALPHA ANOD 4 7/8" — LEVER/LOCK SCHLAGE 626 BRUSHED CHROME ALX10S 3 X 9 SIDELITE 413 FAM O O 0 0 0 ® FINISH SCHEDULE Q WALLS ® RM# NAME FLOOR BASE CEILING CTG. REMARKS NORTH EAST SOUTH WEST HT. — 400 LOBBY CPT-1 4"RIF E-PGWB PGWB E-PGWB E-SAT 9'-0" — 401 CONFERENCE CPT-1 4"RF E-PGWB PGWB E-PGWB E-PGWB E-SAT g'-0" 402 OPEN OFFICE CPT-1 4"RF PGWB WW-PGWB PGWB PGWB E-SAT 9'-0" — 403 TRAINING CPT-2 4"RIF E-PGWB E-WW-PGWB PGWB PGWB E-SAT 9'-0" — 404 OFFICE CPT-2 4"RIF E-WW-PGWB PGWB PGWB WW E-SAT 9'-0" — 0 405 OFFICE CPT-2 4"RF PGWB PGWB E-WW-PGWB WW E-SAT 9'-0" — O O O 406 SECURE STORAGE VCT-1 4"RC PGWB PGWB E-PGWB E-PGWB E-SAT 9'-0" — W O 407 SERVER RM VCT-1 4"RC E-PGWB !PGWB E-PGWB E-PGWB E-SAT 9'-0" — Z 408 DIT WORK/STOR VCT-1 4"RC E-PGWB PGWB E-PGWB E-PGWB E-SAT 9'-0" — W } 409 CONFERENCE CPT-1 4"RF E-PGWB E-PGWB E-PGWB E-PGWB E-SAT 9'-0" — U 04 410 BREAK VCT-2 4"RC E-PGWB PGWB E-PGWB E-PGWB E-SAT V-0" — } N " 411 CONFERENCE CPT-2 4"RF PGWB PGWB PGWB PGWB E-SAT 9'-0" o •o• 412 OFFICE CPT-2 4"RF PGWB PGWB E-PGWB E-PGWB E-SAT 9'-0" — ® 413 OFFICE CPT-2 4"RF PGWB PGWB E-PGWB E-PGWB E-SAT 9'-0" aCO � FINISH MATERIALS V v � g ALL FINISHES MUST BE SUBMITTED TO PACTRUST PRIOR TO INSTALLATION. 0 U o � CARPET PLANK TILE: LL d d CPT-1 MANNINGTON COMMERCIAL SCAFFOLD COLOR T.B.D. DATE: 8/17/21 18 X 36 RANDOM BRICK ASHLAR IN NORTH /SOUTH DIRECTION BID SET LUXURY VINYL TILE LVT MOHAWK GROUP MATUTO PLUS STONE C0135 REVISION COLOR T.B.D. IL VINYL COMPOSITION TILE 1• VCT ARMSTRONG COLOR T.B.D. 2• BASE 3. RF FLEXCO 4" FLAT RUBBER BASE, COLOR T.B.D., AT ALL CARPET AREAS, 4 RC FLEXCO 4" COVE RUBBER BASE, COLOR T.B.D. AT ALL HARD SURFACES. m m 5. ' PAINT: • PT-1 MILLER 110-4-10 ACRO PURE ULTRA-LOW VOC 0017 LUNA MOON, SATIN LATEX. 6' I j WORK TO INCLUDE m LAMINATE: 7' • TUNE UP GRID AS NEEDED m m PL-1 FORMICA COLOR T.B.D. ALL FACES 8• • INSTALL NEW CEILING GRID AT DEMOED GYP BOARD AREAS. CAB PULLS 626 SATIN CHROME • CLEAN /REPLACE HVAC GRILLS FOR AS NEW LOOK ' • NEW LED BLT LIGHTING THROUGHOUT COUNTERTOP ALTERNATE: DRAWN BY: • NEW DUNE STYLE CEILING TILES THROUGHOUT °O C° SOLID SURFACE COUNTERS R.M.T. • NEW EXIT SIGNS AS NEEDED TO MATCH SPECIFICATIONS m m SSC PENTAL QUARTZ COLOR T.B.D. COUNTER, B.S. AND SELF-EDGE DOORS, HARDWARE AND FRAMES DOORS SOLID CORE FINISH QUARTER SLICE, AFRICAN MAHOGANY, 70284-A WALNUT STAIN MFGR PACIFIC ARCHITECTURAL WOOD PRODUCTS, INC. ADDRESS 714 NE 55TH AVENUE, PORTLAND, OR 97213 2 REFLECTED CEILING PLAN Z CONTACT DENNIS BRYANT PHONE: (503) 284-0024 FAX: (503) 284-0107 A-4 SCALE 1/8" = V-10" HARDWARE SATIN CHROME A�4 FRAMES CLEAR ANODIZED CONTRACTOR TO PROVIDE BUILDING STANDARD BLINDS ATALL EXTERIOR GLASS. DETAIL GENERAL NOTES: 2' F JOREG 1. FOR WALLS UP TO 14'-0"TALL, USE 362S125-30 MTL. STUDS @ 24"O.C. UNLESSCALLED OUT OTHERWISE IN DETAIL. USE 362T125-30 MTL. TRACK.2. FOR WALLS OVER 14'-0"TALL, USE 6005125-33 MTL. STUDS @ 16"O.C. UNLESS o RCALLED OUT OTHERWISE IN DETAIL. USE 600T125-33 MTL.TRACK. o TYPICAL STUD3. ALL WALLS:ATTACH BOTTOM TRACK TO FLOOR WITH POWDER DRIVEN Z ANCHORS AT 24"O.C. Ow o 4. IN WALLS WITH ACOUSTIC INSULATION, SET BOTTOM TRACK IN BED OF SEALANT. HiQ PROVIDE HC SIGNAGE FOR ALLF5. FOR WALL FINISHES, FLOOR FINISHES AND WALL BASE TYPE, REFER TO 2" NEW AND EXISTING HC RR'SPROJECT FINISH SCHEDULE. KROY#2835207 BLACK(MEN) TYPICAL TRACK vKROY#2835209 BLACK(WOMEN) PROJE POWDER DRIVEN ANCHORS INSTALL STUDS WITH SAME DIMENSION (10" �``. c7I ADDITIONAL SWITCH STRUCTURAL SUPPORTING CALCS: MIN.) FOR BRIDGINGz wGANGLOCATION 1. POWERS 0.300 HEAD (3/4" EMBED)0.145 SHANK DIAMETER ALIGNMENT \ o ALLOWABLE SHEAR=70 LBS j o�� O U 2. 12'-0"TALL WALL WITH CODE REQUIRED 5 PSF MINIMUM LATERAL w _ POWDER DRIVEN = x z +� (WIND) LOAD SHEAR=5 PSF* 12'-0"/2=30 PLF z_ \ z 3. ANCHORS AT 16"O/C �• r ANCHORS AT 24"O.C. � U ~ SHEAR=30 PLF * 16"/ 12"=40 LBS �� � O ELECTRICAL > H U % w OUTLET OR w cn 4. UNITY CHECK �� (1)#10-16 SCREW J-BOX N m O U) z V PER STUD FLANGE r 2 x LL L 40 LBS/70 LBS =0.57< 1.0 OK N \ O x w x 5. ANCHORS AT 24"O/C AT NEW WALLS WITH �� � � = U O CD SHEAR=30 PLF *24"/12"=60 LBS ACOUSTIC INSULATION, eo ~ o SET STUD TRACK IN A UNDERCUT DOOR AS m v co o) 6. UNITY CHECK o REQUIREDTOCLEAR O 60 Ibs/70 Ibs=0.86 < 1.0 OK CONTINUOUS BED OF FLOOR FINISH 0 co SEALANT U.N.O. 1 GENERAL NOTES (ac WALL BASE DETAIL s MOUNTING HEIGHTS A-5 SCALE 1" = 1'-0" '°`-5 SCALE 3" = 1'-0" - SCALE 1/2" = V-0" = Q N 20 GA 3 5/8"METAL STUD BRACING TO ROOF O= Of STRUCTURE AT 10'-0"OC TO BUILDING STRUCTURE cy O O Ln 2'-0" 2'-0" ABOVE FOR WALLS LONGER THAN 12'-0"WITHOUT wm � INTERSECTION WALLS. FASTEN EACH END WITH C U z co I-- (1) ;(1)#8 SHEET METAL SCREWQ N N oFJ- � co SOUND INSULATION 4'CENTERED Lo 0! M co OVER WALL Lo MROOF DECK d L SUSPENDED CEILING OR BEAM RACO STYLE RECESSED REVEAL HEADER. CONCEPT WALLS#1-487RDT RACO STYLE m MTL. STUDS. RECESSED REVEAL HEADER. CONCEPT SUSPENDED CLG ASSEMBLY 07 5/8"GYP. BIRD. BOTH SIDES WALLS#1487RDT CN z i co a w CENTER LINE OF STUD ( .50 a .:ter- , r •''`.:: ':a i. . CL l b..: LL 3-1/2"BATT INSUL. IN SOUND ATTENUATION WALLS 20 GA 3 5/8" METAL STUD BRACING TO ROOF STRUCTURE AT 10'-0" '3 OC W/(2)#8 SHEET METAL BOTTOM TRACK. r SCREWS AT EACH END. BRACING TO BE PROVIDED WHERE DISTANCE SCHLUTER BETWEEN PERPENDICULAR INTERSECTING SCHIENEAE30 WALLS OR HORIZONTAL BRACING NK FINISH FLOOR-TOP OF SLAB ! BETWEEN WALLS EXCEEDS 12'-0"OC - CPT VCT CARPET TO VCT DETAIL 2 WALL SECTION WITH SOUND INS. 6 WALL BRACING DETAIL 10 FLOORING TRANSITIONS A-5 SCALE 1" = 1'-0" A-5 SCALE 3" = 1'-0" A-5 SCALE 1" = 1" 8" MAX. 8" MAX. ACOUSTICAL BLANKET ABOVE GRID. KINETICS KNM t00RB. TAPE WITH 3M 3015VP TAPE. SEALFom CEILING TILES a o 20 GA 3 5/8" METAL STUD BRACING TO ROOF o a , STRUCTURE AT 10'-0"OC WHERE REQUIRED 2. SUSPENDED CEILING � ` , �' a , ARMSTRONG BERC2 CLIP e ` ¢ ARMSTRONG BERC2 CLIP ATTACHED TO GRID UNATTACHED TO GRID ATTACHED WALL UNATTACHED WALL MTL. STUDS. 5/8" GYP. BDHANGER WIRE. BOTH SIDES 8"MAX HANGER WIRE W/STRUT AND SPLAY z = WIRES PER CEILING BRACING DETAIL CENTER LINE OF STUD POP-RIVET W O w = CROSS TEE MAIN BEAM CROSS TEE Z Wo 3 -1/2" BATT INSUL. IN SOUND ATTENUATION WALLS U co 0 0 0 0 0 0 0 0 0 0 N e ° eeeeeeeee eeeee Qapnj FREE END FIXTED END(FULL 24" BOTTOM TRACK. �' TILE SECTION) Y = 0: 718"ANGLE MOLDING POP-RIVET 2" TANGLE MOLDING co UNATTACHED THIS SIDE Q Z EXPANSION JOINT Z FINISH FLOOR NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS "HEAVY DUTY". ALL v U (n g CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY 0 U O F- 3 WALL SECTION WITH SOUND INS. / CURTAIN 7 CEILING SEISMIC JOINTS U. a No A-5 SCALE 1" = 1'-0" A-5 SCALE 3" = V-0" DATE: 8/17/21 FLOOR AND/OR ROOF STRUCTURE BID SET ARMSTRONG BERC2 CLIP(AS ALTERNATE MEANS REVISION OF CONSTRUCTION FOR THIS PROJECT.) ADDITIONAL HANGERS AT ALL MAINS WITHIN 8"OF THE PERIMETER 1. APPROVED VERTICAL STRUT AT 12'-0"O.C. EA.WAY BEGINING WITHIN 6'-0"OF THE PERIMETER OF EACH 2• CEILING SECTION. SEE STRUT DETAIL 3. STRUTS AT FIXTED EDGES NOT ATTACHED TO THE BUILDING TO HAVE 4 WAY LATERAL BRACING FROM THE 4. MAIN RUNNER TO THE BUI DING STRUCTURE ABOVE. 5. 6. O 7. 8. SECURE ALL HANGERS TO BLDG. STRUCTURE ORA B• TRAPEZE FOR DUCT DRAWN BY: MAX AND/OR PIPE WORK R.M.T. 6'-0"MAX COUNTERSLOPE HANGERS CROSS MEMBERS IF MORE THAN 1:6 OUT OF BETWEEN MAIN PLUMB RUNNERS MAIN RUNNERS AT 4'-0" O.C. SUPPORT WITH#12 WIRE AT 4'-0"O.C. OR WITH #10 WIRE AT 5'-0"O.C. NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS"HEAVY DUTY". ALL CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY A� 5 8 CEILING BRACING DETAIL A-5