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Plans (4) BU P2016 - 00123 01 00 00 GENERAL DATA AREA PROCESS TRADE NOMENCLATURE b. GYPSUM BOARD CEILING;SUPPLY-CURVED BLADE W/OBD DESIGN TITUS 250; RETURN-BAR TYPE- GENERAL REQUIREMENTS WAREHOUSE TAPE/FINISH COAT" TIGHT DOUBLE DESIGN TITUS 350; EXHAUST-METAL OR ALUMINUM-112"x 112"EGG CRATE DESIGN TITUS 50F. �� "L 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE OREGON OFFICE/OTHER AREAS TAPE/2 FINISH COATS•/ SMOOTH FINISH TAPED c. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT OR NEAR CLOSEST TENANT IMPROVEMENT for ti\ X082 �� STRUCTURAL SPECIALTY CODE,AND ALL OTHER STATE OR LOCAL CODE REQUIREMENTS THAT APPLY. WYE BRANCH. USG"FIRST COAT" SAND AFTER TAPE 1 FINISH COAT(S) 17.THERMOSTAT: ALL EXISTING MERCURY TYPE THERMOSTATS TO BE REPLACED. NEW THERMOSTATS TO BE 2. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND 7. FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS HONEYWELL COMMERCIAL GRADE VISIONPRO 8000 TOUCH SCREEN MODEL TB8220U1003 WHERE POSSIBLE. MARTIN W. HANSON NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. SHOWN ON PLANS. APPROVED SUBSTITUTE: TOTAL-LINE SIGNATURE COMMERCIAL THERMOSTAT MODEL NO.P374-2800 -7 DAY ST DUDE MEDIC 3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING PROGRAMMABLE WITH LOCKOUT FUNCTION-AUTO CHANGEOVER ONLY. MOUNT AT ADA HEIGHT(MAY / •. 09 53 00 SUSPENDED ACOUSTICAL CEILING f • • CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED REQUIRE CHANGING HEIGHT AT"REPLACEMENT"LOCATIONS). CONTRACTOR SHALL PROGRAM E!VE tp CLA KANAS, OREGON,1 CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE 1. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. THERMOSTATS AND BALANCE SYSTEM. THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. 2. FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING 18.THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. ('`O 4. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE SYSTEM, INCLUDING GRID,PANELS,AND HANGARS AND ACCESSORIES, APR 6 / �`? EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK 19.HVAC TESTING. ��15 �V 0� 3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES,INC. .(i OF a. CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES,COMPONENTS 4 DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TOCITY OF TICARD ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE 4. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LIMITED TO EQUIPMENT AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH D�-�1�-d1NG DIVISION LEFT IN THE TENANT SPACE AS DIRECTED BY PACTRUST),CLEANING AND ALL PREPARATION OF SUBSTRATE INSULATION,GYPSUM BOARD,LIGHT FIXTURES,MECHANICAL SYSTEMS,ELECTRICAL SYSTEMS AND FIRE APPROVED PLANS AND SPECIFICATIONS. SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. SPRINKLERS b. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE 1N PROJECT #16170 5. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING 5. PRODUCTS: ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. PROJECT NARRATIVE STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THISa. GRID-PRELUDE 24 XL 15/16"EXPOSED TEE(HEAVY DUTY) C. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND PROJECT CONSISTS OF REMODEL WORK TO 20,000 SF OF OFFICE AND WAREHOSE SPACE. INTENTION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. FILED WITH PACTRUST. 6. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. b. TILES-ARMSTRONG FISSURED ITEM#705,24 x 24 x 5/8"Wl ANGLED TEGULAR EDGE TENANT WILL CONSTRUCT A WALL IN THE WAREHOUSE AREA AND INSTALLING A l c. ACCESSORIES-MANUFACTURERS'STANDARD 20.PROJECT CLOSE OUT DOCUMENTS REQUIRED: SUSPENDED CEILING, LIGHTING, HVAC,AND SPRINKLERS AND NEEDED. WORK SHALL V 7. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET'WALK-OFF MATS"TO PROTECT EXISTING a. AutoCAD FILE SHOWING AS-BUILT INFORMATION. W CARPETS. 6. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRIM TILE EDGE TO CREATE TEGULAR EDGE INCLUDE BUT NOT BE LIMITED TO DRYWALL/METAL STUDS, SUSPENDED CEILINGS, 8. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. PATCH AND REPAIR ROOF AND CONDITION SO THAT CEILING TILES LAY FLAT. b. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE. DOORS/FRAMES AND PAINTING. ALL WORK TO MEET ADA REQUIREMENTS. ROOF MEMBRANE TO MATCH THE EXISTING ROOF. 7. AT CEILINGS OVER 144 SF PROVIDE HORIZONTAL RESTRAINT WIRE OR RIGID BRACING. c. HARD COPY OF AutoCAD FILE ABOVE. hal 9. ALL ROOF WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING COMPANIES. APPROVED 8. INSTALL CEILING GRID WITH TWO EDGES ATTACHED TO ADJACENT WALLS. THE OTHER TWO EDGES SHALL BE d. OPERATIONS MANUALS FOR ALL EQUIPMENT,INCLUDING T-STATS. WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT Ley{ COMPANIES INCLUDE: ATTACHED TO WALL MOLD USING BERC2 CLIPS ALLOWING THOSE TWO SIDES TO FLOAT. e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED. U a. ARROW ROOFING, ALFONSO PEREZ (503)460-2767 9. PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT CONTIGUOUS CEILING GRID AREAS TO 26 00 00 ELECTRICAL : DESIGN /BUILD FIRE PROTECTION SPRINKLERING a/ NO MORE THAN 2500 S.F.THE STATIONARY SIDE OF THE JOINT SHALL PERMIT THE INSTALLATION OF A LIGHT b. PACIFIC ROOFING, GUY BELT (503)640-3163 FIXTURE IMMEDIATELY ADJACENT TO THE JOINT. GENERAL HEATING,VENTILATION &AIR CONDITIONING WORK e. GRIFFITH ROOFING, GREG STONE (503)643-1596 10.PROVIDE RIGID STRUTS TWELVE FEET ON CENTER EACH WAY BEGINNING WITHIN SIX FEET OF PERIMETER 1. ALL ELECTRICAL FEEDS TO OUTLETS,SWITCHES,ETC.MUST BE VERTICAL DROPS FROM ABOVE EXCEPT FOR ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE 10.KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS EDGE. INSTALL SWAY BRACING EACH STRUT ALONG FIXED EDGE IN ALL FOUR DIRECTIONS HORIZONTAL RUNS UNDER WINDOWS AND RECEPTACLES ON THE SAME STUD. AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. 11.IN EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES. 2. ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOW SILLS TO BE ROUTED THROUGH BUILDING 11.PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO SHELL WALLS. DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS. 12,TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF LEVEL. a COMMON CORRIDORS AND STAIRS,BUILDING ENTRANCES,SUITE ENTRANCES,ETC. THE CONTRACTOR WILL 3. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL AND BREAKER. CA M BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION 13.BENT OR DAMAGED T-BARS TO BE REPLACED. ACTIVITIES. 14 HOLES IN GRID FROM REMOVED WALLS. USE OF ARMSTRONG"BP ES-4"EXPANSION SLEEVE 3. PROVIDE TYPEWRITTEN UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS. 12.PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING ACCEPTABLE. 4. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN EXIT PATH SHOWN ON PLAN EQUAL TO ,,,,,i RESTROOM FACILITIES. 09 PAINTING 1-FOOT CANDLE. BUILDING INFORMATION TENANT INFORMATION a 13.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT INTERIOR: 5. EXIT LIGHTS:RUUD LIGHTING"PLASTIC LED EXIT SIGN"MODEL EXPBURWH RED LETTERS,WHITE HOUSING, OWNER: PACIFIC REALTY ASSOCIATES, L.P. TENANT: N PRE-CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER WITH BATTERY BACKUP. 15350 SW SEQUOIA PKWY#300 ST. JUDE MEDICAL ' t� COMMON BUILDING AREA BE USED FOR STORAGE. 1. WALLS: ''-' 6. LOW VOLTAGE SYSTEMS(TELECOMMUNICATION AND DATA)BY FUTURE TENANT. PORTLAND, ORE 97224 O 14.KEEP THE ROOF FREE OF DEBRIS(I.E.NAILS,SCREWS,BOTTLES,ETC.)AT ALL TIMES. a. PRIME NEW DRYWALL WITH MILLER'S HIGH-BUILD"SUPER SEAL"PRIMER. 7. LIGHTING ENERGY MANAGEMENT IS REQUIRED IN ALL BUILDINGS. OCCUPANCY AREAS &LOADS: 'ilenn 15.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER'S 6200 OR 8. TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS, EQUIPMENT (503)624-6300 (PHONE) B 11,368 SF 114 OCC Z d0 `D 16.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, 4480 WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER'S SIG LATEX ENAMEL. AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND FSI ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. 2. DOORS AND FRAMES: SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE (503)624-7755 (FAX) 5-2 8,fi32 SF 18 OCC tY] cV CV TOTAL 20,000 SF 132 OCC E"I 17.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. a. NEW HOLLOW METAL-PRIME,SAND,AND FINISH WITH TO COATS OF SEMI-GLOSS OIL. IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. Wen en OFFICE LIGHTING Wen O 18.PROVIDE"AS-BUILT"DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION."AS-BUILT' b. EXISTING HOLLOW METAL-SAND,FILL IMPERFECTIONS WITH BONDO,SAND AND PRIME PATCHES WITH - BLDG.#: BLDG. B (pbc192) NUMBER OF EXITS REQUIRED o H v-, tr, DRAWINGS MAY BE IN THE FORM OF TWO COPIES OF CONSTRUCTION DOCUMENTS MARKED-UP WITH RED ALKYD PRIMER,AND FINISH WITH SEMI-GLOSS OIL ENAMEL. 1. LIGHT FIXTURES-LITHONIA 3 TUBE T-8 FLUORESCENT FIXTURE WITH ACRYLIC LENS. (NO SYLVANIA B 2 EXITS PEN. DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE MANUALS BALLASTS) SHALL BE PROVIDED FOR ALL MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT. PACTRUST MAY HOLD c. WOOD-PRIME WITH ALKYD OIL UNDER-COATER,SAND,FILL ALL FASTENING HOLES WITH PAINTER'S 5-2 1 EXITS -1 J -i 0,w CONTRACTOR'S FINAL PAYMENT UNTIL"AS-BUILT'DRAWINGS AND 0&M MANUALS HAVE BEEN RECEIVED PUTTY,CAULK ALL CRACKS IN CASINGS AND BETWEEN JAMBS AND WALLS USING DAP LATEX CAULK, EGRESS LIGHTING AND APPROVED. AND FINISH WITH SATIN OIL ENAMEL. 1. LITHONIA LIGHTING ELM654-2006 EGRESS LIGHTING. CONST. TYPE.: 111-B 19.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, d. WOOD-STAIN,SEAL AS REQUIRED,AND VARNISH WITH SATIN VARNISH. 2. PLUS 1'(ONE FOOT)3 STRANDS OF BARBED ON EXTERIOR APPLICATIONS WHERE INDICATED. FUNCTIONING PROJECT INCLUDING ALL GENERAL,MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED 3. CEILINGS: TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED,REGARDLESS OF THIS BUILDING HOUSES ONE TENANT, THE EXISTING BUILDING IS A SINGLE STORY a. EXISTING GYP BOARD 1 PLASTER SAND,SPACKLE ALL IMPERFECTIONS,SPOT PRIME AND FINISH TONA WHETHER OR NOT SHOWN ON THE DRAWINGS. ACHIEVE UNIFORM COVERAGE WITH MILLER'S 6200 OR 4480. BUILDING OF 20,000 SF AND IS FULLY SPRINKLERED. THERE IS FRONTAGE ON ALL 20.ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED"N.I.C.'. FOUR SIDES OF AT LEAST 72 FEET. F. F. b. NEW GYP BOARD 1 PLASTER -PRIME WITH SUPER SEAL AND FINISH TO ACHIEVE UNIFORM COVERAGE 21."ALIGN"AS USED IN THESE DOCUMENTS,MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME WITH MILLER'S 6200 OR 4480. PLANE,EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. 4. GENERAL NOTES: ALLOWABLE AREA-UNLIMITED (IBC 507.2) 22.00 NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS. DRAWINGS ARE INTERRELATED. a. KEEP ALL HARDWARE, HINGES,AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS, DRIPS,OR ROLLER NONSEPERATED USES (IBC 302.3.1) 23.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN SPRAY. N 11 TWO WEEKS OF PROJECT AWARD. PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO C\ b. ALL SURFACES TO BE SANDED BETWEEN COATS,PRIOR TO INSTALLATION OF NEXT COAT. ,-t P1 REPLACEMENT AT CONTRACTOR COST. AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL REQUIREMENT TO PROVIDE THE SPECIFIED ITEMS UNLESS SPECIFICALLY NOTED AS A SUBSTITUTION BY THE c. DURING PROGRESS OF WORK,KEEP JOB SITE CLEAN OF ALL PAINT MATERIALS,RUBBISH,CANS,AND U a CONTRACTOR AND SPECIFICALLY APPROVED BY THE ARCHITECT AS SUCH.REPLACE SUCH PRODUCTS AS RAGS AT THE END OF EACH DAY. BUILDING LOCATION �'` DIRECTED AT CONTRACTOR'S COST. d. UPON COMPLETION OF WORK,CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING a 24.SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK,SPECIAL SYSTEMS,MECHANICAL,ELECTRICAL AND AND SCRAPING, USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. E- PLUMBING SYSTEMS(INCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO Su 12ND AVENUEH O COPIES OF ALL e. PROTECT WORK OF OTHER TRADES. SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE .� F COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR. 1. PROVIDE"WET PAINT"SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES. .__ iiimpimil 25.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS 21 00 00 FIRE SUPPRESSION : DESIGN 1 BUILD .1--rr ,T'ti�, CONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER I D a !_LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE 1. PROVIDE SPRINKLERS THROUGHOUT SPACE AS REQUIRED BY CODE. SPRINKLER HEADS SHALL BEINTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE CENTERED IN 2 X 2 CEILING TILE.LAYOUT OF SPRINKLERS BY CONTRACTOR. SPRINKLER LAYOUT IN ALL HARD4 a CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK I1 TYPE OF CEILING TILE WHERE CEILING AREAS(GYPSUM BOARD/PLASTER)TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TOI �}}I0 p}}y}yp INSTALLATION.APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY I. THE ARCHITECT PRIOR TO INSTALLATION. 2. IN NEW CEILING GRID SYSTEMS OVER 144 SF PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC MOVEMENT. L26.000RDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE NO"OOPS RINGS ALLOWED". y `�INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. 23 00 00 HVAC : DE'IGN I BUILDet, 113 GENERALHVAC-DESIGN PROCEDURE M O 1. ALL ROOF PENETRATIONS FOR ELECTRICAL,LOW VOLTAGE,GAS PIPING,ETC.SHALL BE SLEEVED THROUGH USE EXISTING AND1O R NEW EQUIPMENT TO DESIGN MECHANICAL H.V.A.C.SYSTEM PER DESIGN STANDARDS O C ti A T ,µ}8 9ilrJ A LEAD ROOF JACK,CLAMPED WITH A STAINLESS STEEL CLAMP AND SEALED WITH VULKEM 921 �~ - E POLYURETHANE SEALANT. SILICONE SEALANT NOT PERMITTED. LISTED BELOW. 08 10 00 DOORS AND WINDOWS PRIOR TO AWARD OF CONSTRUCTION CONTRACT,H.V.A.C.CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR o �� III• _ REVIEW AND APPROVAL A FULL DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH oN _, 1. RE-USE EXISTING DOORS AND FRAMES WHERE POSSIBLE NEW/RENOVATED WORK AND SYSTEMS UNTOUCHED BY THE TENANT IMPROVEMENT AS APPLICABLE. INCLUDE THE FOLLOWING: 0. 1 ,2. APPROVED DOOR,FRAME,AND HARDWARI=SUPPLIERS INCLUDE: a. DUCTING AND SIZES a. BAXTER AND FLAMING. (503)225-0486 b. SUPPLY AND RETURN LOCATIONS AND CFM AT EACH GRILL OR DIFUSER 1- b. D&D DOOR (503)205-5533 c. BENSON INDUSTRIES (503)907-2200 c. ROOF EQUIPMENT,SIZES AND LOCATIONS d. UNITS REQUIRING DUCTED SMOKE DETECTION d. GRANT SUPPLY (360)887-0647 e. THERMOSTAT LOCATIONS AND ZONE/UNIT ASSOCIATED THEREWITH 3. DOOR AND RELITE FRAMES SHALL BE TIMELY,TIMELY,OR APPROVED. SUBMITTAL REQUIRED PRIOR TO f. ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMS ORDERING MATERIAL.NEW FRAMES TO BE FACTORY FINISH CUSTOM COLOR. 4. FIELD VERIFY EXISTING DOOR,FRAME AND HARDWARE FINISH PRIOR TO ORDERING. ALL NEW DOORS, g. ZONE DIAGRAM TO Tsc I < II FRAMES AND HARDWARE TO MATCH EXISTING BUILDING STANDARDS. HVAC DESIGN STANDARDS 5. ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. THE FOLLOWING ARE MINIMUM DESIGN STANDARDS: 1 LOCATION MAP 6. DOOR HARDWARE SHALL BE SCHLAGE AL SATURN OR D RHODES SERIES U.N.O. 1. 350 SQUARE FOOT PER TON(UNLESS OTHERWISE APPROVED IN WRITING BY PACTRUST). ze 7. ALL DOOR HARDWARE SHALL BE INSTALLED WITH A 5"BACKSET. 2. ADDRESS LOADS BY SPECIFIC LOCATION AND USE,AS WELL AS CRITERIA PROVIDED TO PACTRUST BY A-1 NOT TO SCALE 8. DOOR FINISH SUBMITTAL:CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DOOR FRAMES,DOOR TENANT PRIOR TO CONSTRUCTION: HARDWARE AND DOORS AS WELL AS A CONTROL SAMPLE OF THE FINISHED DOOR SKIN W/STAIN AND FINISH a. EXTERIOR EXPOSURE AREAS I~---4 APPLIED(IF NEW DOORS ARE BEING PROVIDED). BEFORE FINISHING OF DOORS 1S COMMENCED ARCHITECT b. INTERIOR AREAS,SIZE AND USE SHALL APPROVE CONTROL SAMPLE. FINISHED PRODUCT IS SUBJECT TO REJECTION BY ARCHITECT IF THIS PROCESS IS NOT FULLY ADHERED TO AND FIELD PRODUCT DOES NOT MATCH THE APPROVED CONTROL c. CONFERENCE/TRAINING ROOMS SAMPLE. d. COMPUTER/SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION 09 21 00 GYPSUM BOARD AND 24-HOUR USE.VERIFY NEED FOR A SEPARATE SPLIT SYSTEM TO MAINTAIN TEMPERATURE. Z GENERAL 3. SYSTEM DESIGN CRITERIA-SIZE ZONES FOR 3-5 TON UNITS BASED ON USE&EXPOSURE CRITERIA. U 4. ALL GYPSUM BOARD WALLS: ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD, EITHER AT RIGHT ANGLES OR PACKAGED OR SPLIT SYSTEM EQUIPMENT GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES. 1 VAV OR WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3 TONS SHALL BE SPLIT INTO MULTIPLECA PARALLEL TO FRAMING ON EACH SIDE OF METAL STUDS SPACED AT 24"O.C. FASTEN WITH 1"TYPES Cl) CA ZONES. DRYWALL SCREWS 8"O.C.TO VERTICAL EDGES AND 12"O.C.TO TOP AND BOTTOM RUNNERS AND gINTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24"O.C.(OR ONE STUD SPACING), 4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY&RETURN GRILLES. EACH SIDE AND OPPOSITE SIDES.. 5. VACANT SPACE SHALL HAVE DEDICATED GAS SERVICE FOR FUTURE BUILD-OUT OR FREEZE PROTECTION. Cl') 124 5. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WITH SANDING BETWEEN 6. UNITS: LENNOX,TRANE,YORK OR CARRIER-7 1/2-TON MAXIMUM UNIT SIZE. ANY UNIT IN EXCESS OF 7 1/2 O FINISH COATS. APPLY USG SHEETROCK BRAND FIRST COAT. PAINT AS INDICATED. 14 N TONS SHALL HAVE SPECIAL WRITTEN APPROVAL FROM PACTRUST. 6. ALL OTHER GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND ONE FINISH COAT WITH SANDING AFTER FINISH 7. HVAC UNITS EQUAL TO OR GREATER THAN 5-TONS TO HAVE DUCT SMOKE DETECTORS AND BE CONNECTED COAT. PAINT AS INDICATED. TOA MONITORING STATION WITHIN THE BUILDING. ► 7. IN FINISHED SPACES FURR-OUT BUILDING COLUMNS AND EXTERIOR WALLS WITH 5/8"GYPSUM BOARD OVER METAL STUDS. 8. ROOF TOP UNITS SHALL BE PLACED 24'MINIMUM FROM ROOF EDGE TO CENTER OF UNIT. MULTIPLE UNITS W • (24 -� SHALL BE PLACED SYMMETRICALLY IN A LINE BASED ON LOAD CALCULATIONS BY STRUCTURAL ENGINEER. U F.4 H kri H 8. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS STOREFRONT. QUIETJOINT SHH WHERE WALLQ U el r:49. CURBS: 14"HIGH CURBS. ASSEMBLED AND LEVELED TO ROOF,ANCHORED TO STRUCTURAL MEMBERS MEETS MULLION AND QUIETJOINT SHG WHERE WALL MEETS GLAZING.COLOR SELECTED BY ARCHITECT. BELOW ROOFING. %] c� a a 9. AT ALL EXISTING WALLS,REMOVE ALL NAILS,SCREWS,FASTENERS,ETC.LEFT BY PREVIOUS TENANT AND a. PROFESSIONALLY ROOF IN ALL CURBS AND PENETRATIONS BY PACTRUST APPROVED ROOF PATCH HOLES READY FOR PAINT. CONTRACTOR. SEE DIVISION 1 GENERAL NOTES THIS PAGE. r 7 10.REPAIR GYPSUM BOARD AT REMOVED ELECTRICAL RECEPTACLES OR DATA BOXES AND FINISH READY FOR b. UNIT MUST BE LEVEL,SEALED WITH NO AIR LEAKS AND COUNTER FLASHED. REVISION PAINT 11.UPON REMOVAL OF WALL BASE,REMOVE RESIDUAL ADHESIVE AND PREP WALL TO PAINT READY CONDITION. c. CONDENSATE MUST BE TRAPPED AT UNIT. WALL CONSTRUCTION MATERIALS 7. SEISMICALLY ATTACH UNIT TO CURB IN CODE-APPROVED METHOD. 1. 1. PROVIDE STUDS,TRACKS,BRACING,FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE 8. ALL GAS PIPING SHALL BE STANDARD BLACK STEEL PIPE W/SUPPORTS PER CODE. PIPING SHALL BE RUN INSTALLATION. INSIDE OF BUILDING Wl LEAD FLASHINGS AT ROOF PENETRATIONS. LEAD ROOF JACKS TO BE SEALED AND 2. CLAMPED(STAINLESS STEEL WORM GEAR). 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURALg. ALL EXISTING AND NEW GAS PIPING EXPOSED TO THE EXTERIOR TO BE PROTECTED FROM RUST AND 3. PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LIVE LOADS. CORROSION WITH 01L BASED PAINT(COLOR GREY). DESIGN FRAMING IN ACCORDANCE WITH AISI SG 673. 10.LOW VOLTAGE IN SEALTITE CONDUIT FROM BELOW ROOF LINE DIRECT TO UNIT. DO NOT EXCEED BEND CITY OF TIGARD 4. 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A4461A 446 M GRADE A(33000 RADIUS OF MANUFACTURER'S GUIDELINE. PSI)G60. 'D FOR CODE COMPLIANCE 5. 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR //.ECONOMIZER TO MEET CODE AND AS FOLLOWS: AN APPROVED EQUAL. a. 6 TONS AND ABOVE MUST HAVE ECONOMIZER. Approved: [1.--1------ - ] l' ' doS D I► )l``^ 6. 5. STANDARD GYPSUM BOARD SHALL BE TYPE'X',5/8"THICK WITH TAPERED EDGES CONFORMING TO ASTM b. BAROMETRIC RELIEF ON 5-7 1/2 TON UNITS. OTC: ( 'L 1 �iC C-36. c. 8 TONS AND ABOVE MUST HAVE POWER EXHAUST. PCrrn3t#: ,p 7.• 6. TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. /t�5 Cl/6-nQ d. 1 112 THRU 4-TON OSA INTAKE WITH DAMPER. 8. 7. USE GEORGIA PACIFIC DENSGLAS GOLD ON EXTERIOR FACE OF EXTERIOR WALLS AND COAT WITH STO FINISH 12.ALL UNITS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE REQUIREMENTS. Address: Z� ` 2_ SYSTEM. WALL CONSTRUCTION EXECUTION 13.DROP CANS TO BE SAME SIZE AS CURB OPENING AND TO EXTENDED TO WITHIN 2'OF SUSPENDED CEILING. Silite •• MINIMUM 26 GAUGE FOR SUPPLY AIR. SEAL EDGES OF SUPPLY AIR. ► 1 1. FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING J3 : `���yti Date• Aq:1- DRAWN BY: SCREWS. WELDING SHALL CONFORM TO AWS D13 WELDING PROCEDURE. ELECTRODES AND SCREW 14.DE5TRlBUTION DUCTWORK: - • R.M.T. CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DO NOT FIELD WELD a. SPIRAL DUCT PERMITTED ONLY IF EXPOSED. DATE: LIGHTER THAN 18 GA. b. 26 GAUGE OR TO SMACNA STANDARDS WHERE DUCT IS CONCEALED ABOVE A CEILING. DATE: 3/31/16 2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS c. WRAP CONCEALED SUPPLY DUCTWORK IN NON-CONDITIONED AND SEMI-CONDITIONED SPACE WITH PERMIT/CONST. INDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD INSERTS. MINIMUM R4.2 INSULATION WITH FSK BARRIER. • OFFICE COPY FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLABS. v t . 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS. POSITION d. HANGERS 12 GAUGE WIRE OR 18-GAUGE 1"WIDE STRAP. EXPOSED DUCT MUST HAVE ALL THREAD STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT HANGERS AND FULL DIAMETER STRAP UP TO 18"0. LARGER THAN 18"MUST HAVE SADDLE TYPE LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE CLAMP. JACK STUDS OVER OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE e. BRANCH DUCTS SHALL BE PLUMB AND SQUARE(NO OCTOPUS). TEES SHALL BE MAXIMUM OF 45 STUDS AT CORNERS,POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT TOP DEGREES. CITY OF Ti G AR D AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TO THE TRACKS. PROVIDE LONG LEG 1. EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH. TRACK AT TOP OF WALL TO ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE ABOVE. g. ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN.24"ABOVE FINISH CEILING. Approved by Planning 4. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR THE PROJECT. 15.FLEX DUCT WILL BE NO LONGER THAN 6'FROM RIGID DUCT DOWN TO DIFFUSER. Date: 4P0[0 l/j 6 A . 1 5. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURER'S RECOMMENDATIONS. 16.DIFFUSERS: rt 6. FINISH QUALITY: a. SUSPENDED CEILING SYSTEM(T-BAR)-PERFORATED FACE ADJUSTABLE CURVED BLADES-DESIGN Initials: r1 I TITUS PCS SUPPLY AND TITUS PAR RETURN OR APPROVED EQUAL. BUILDING DEPARTMENT USE 20 GA 3 112' METAL STUD BRACING TO ROOF <OD `L � STRUCTURE AT I0`-0' OG TO BUILDING , I7 STRUCTURE ABOVE FOR WALLS LONGER THAN #3082 2 12'-0' WITHOUT INTERSECTING WALLS. FASTEN MARTIN W. IANSON A-2 l WHERE EREEOUIREDND WITH )"8 SHEET METAL SCREW t f) GLA�KAMbS, OREGON* 12-) ,---Th S BAYS AT �'S' C7" :-TOO' G�' tr " III �� OF 0�,� AREA OF WORK 1 K:-...=--: :-r---- SUSPENDED CEILING A - I I i , I � I / PROJECT #16170 �� r L1 --- - — I, �� '� 3 112" MIL.STUDS 16' 0.0.. I / I 518' TYPE X GYP. BRD. M I I BOTH SIDES SCREUJ ATTACHED r I� I I I— CENTER LINE OF STUD Cos) I o o ZLti E� -. I � � �A z a'211 141— M..l 1E 1:0 I I SHOP °° I I Ot ° O U Biot ROOM - SHOP HMROGU . J �I © ® I z Mil Ed R-11 BATT INSULATION �j I1 mo- = O � 4' RUBBER BASE TYP. �4 Y I 114 i I 4` ATTACH BOTTOM TRACK TO FLOOR WITH —� POWDER DRIVEN ANCHORS AT 12' O.G. twat \ FINISH FLOORmill O t • o I EEEI C I .R WAREHOUSE OFFICEun ic.2 I 1 ,m I PLarrox3.LAB I'-,6? r?iwrOFFICE TO WAREHOUSE SEP. WALL \ a _ ---� - 31111 .;„ _ ___ _ -„ A-2 SCALE 1„ - 1'_0" a N awLrtv71 [`i ASS1=1 El , H w • 7 7 0 4e. ME e9)r-) EKY ,� '°° CAD vi" i= COFF�1 ...._._ :1 WOMEN , . , EEO oil 4 C1] N ci:1 N Efl O" I ' ® ' CL Ha 0 M � I / O� ��© Ir., OPEN OFFICE CONFERENCE � F r.10 en. i CTI ' II 0 TYPICAL STUD ® OPEN OFFICE,� 1 r I= �ROOM irG BREAK 'y l! ll ' ii 41 FLECEPT1ON ›M 4oFF 1 I 1 ® '" \ Lr..`6 TYPICAL TRACKCC �� 1INSTALL STUDS WITH SAME III 0 ( C —T _ — LL 1 1 1 .� DIMENSION (10' MIN.)FORcsi Q BRIDGING ALIGNMENT001D U iii OOVELL FLOOR PLAN SCALE 1116" = 1'-0" Ix Q POWDER DRIVEN L ANCHORS AT 12' O.G. w Pa in (l) *10-16 SCREW 7 PER STUD FLANGE 4 a I - rT_ _ • lino .._.. . .1111 . . ,_5, 3 !11 m 1 o WALL BASE DETAIL Pr-1 4 1114 I A-2 r SCALE 3" = 1'-0" EL \ il i© , FLOOR AND/OR ROOF STRUCTURE PliiiIIL iii: ARMSTRONG BERC2 CLIP (A5 ALTERNATE MEANS OF CONSTRUCTION im FOR THIS PROJECT.) itimiliiiiiiii \ 1 ADDITIONAL HANGERS AT ALL MAINS WITHIN 8" OF THE PERIMETER — 4 III ■® ■■�� APPROVED VERTICAL STRUT AT 12'-0' D.G. EA.WAY BEGINING WITHIN O6' 0' OF THE PERIMETER OF EACH CEILING SECTION. SEE STRUT DETAIL mm. r F.- 5 r: 11.1161.1111 III � STRUTS AT FEXTED EDGES NOT ATTACHED TO THE BUILDING TO a I, F. HAVE 4 WAY LATERAL BRACING FROM THE MAIN RUNNER TO THE 1r N'; IIII ■■I 'EMILIE BUILDING STRUCTURE ABOVE. 2 SHOP �' �- ® i.. l O 150 err. 1+ ;�■®■■■■■■■■� ,■ ■ ■ SHOP 1 ><7.--- <> — L © Irill .411. 1 126 • IM 11 11111111 liriI. 0 1■■■ro■�iiao■■i■i 1 ■ \ _ — rel � L -�8' CR055 MEMBERS BETWEEN MAIN Z ' MAX RUNNI R5 W r H. 6'-0'MAX MAIN RUNNERS AT 4'-0' O.C. • [) • _ SUPPORT WITH "12 WIRE AT 4'-0' O.C. —IL__ - CLEAN ROOM �l iiiii 1 11.1,1111,11 "; OR WITH "Im WIRE AT 5'-0' O.C. R �1 ` COWMEN 010 IR HANGERS IF MORE n117 J J 'iv �,� in QTHAN LC DUT OF PLUMBW Q+ Q1 3L STOR. C 1■�■`�__ - ,•MI■■■� 1 C) SECUREALLHANGERS TO BLDG. n (� OSTRUCTURE ORA TRAPEZE FOR z'■■� �■111■■■■■■■■■■■■■. 1■ '1E>UCTAND/ORPIPE WORK NOFFICE 127 [+ t�11zsJ I F-- �% , NOTE. ALjL(CONNECTIONDEVE USED SHALL ICESTOBE IBCAPPROVEIDDT 7E AND HS 'HEAVYpE Y, O : ;S�iOWE � '■ ■■1�1■E�■■■��■■I••�■■ �■ 111! ' 111111 �'■I Imfl°CAPACITY f� ' �i � raPILOT/ENG.LAB ; 12ar� Ems'' n1■■■■■111■LMMM■IIIIIn�■■■■■ III.4.11y ' : ': •. -: 1■ _.. ■�1! II E--+ v �135I j r �vii��aeriasurirz�!! Rr'.�:,:,,...;:.':..` `; `., ,■■■■■'III riu MEN ' " .: ,,. ,'-:t..'.:;. -4-7:.:: t , "1 NOT TO SCALE ►� 1 I 123 MEN !IL r : . t....:4-::',.:.':':.::: :'.. ..:.....'.. .'...:....... O QUALITY 1 _ 114 71 n 'I " �l I �l �l tea.;. 4 Y.�-�' 1 REVISION OPARTIAL FLOOR PLAN (3)PARTIAL PARTIAL REFLECTED CEILING FLOOR PLAN m 1. SCALE 1/8" - 1 -0 ez V..-2 SCALE 1/8" 11-0" z 8'MAX. 8'MAX. 2. PLAN INDICATES COMMON PATH OF TRAVEL REQUIREING EMERGENCY LIGHTING11 3. NOTES E EQUAL TO 1-FOOT CANDLE FORA MINIMUM DURATION OF 90 MINUTES. i�_ 2 X 2 SUSPENDED CEILING SYSTEM: 4e.,..----"0-4.. .-- /�� 4. O CONSTRUCT NEW WALL TO 11 A.F.F. N---pi ATTACHED EDGE '0° . = ° ,p y S. s 2 INSTALL NEW 36"WIDE PAIR OF DOORS. .■■,01 SEISMIC EXPANSION JOINTS �; . . y 2' - 6. O LEFT HAND ACTIVE LEAF WITH CLOSER AND IVES DOOR HOLDER rear l•�����AM :. a ° FINISHES TO MATCH EXISTING ■■■..` UNATTACHED EDGE . 4 ° ° 7. ND1OS LEVER LATCH GRID MAIN D. �o .■■■� ATTACHED BERC2 CLIP •p� ARMSTRONG BERC2 CLIP • $, ■---■ ATTACHED TO GRID UNATTACHED TO GRID ATTACHED WALL UNATTACHED WALL CEILING NOTES S a'MAX `—HANGER wIRE w/Amur DRAWN BY: CT ES HANGER LURE _ -�� AND SPLAY WIRES PER R.M.T. CEILING BRACING DETAIL O REMOVE EXISTING WAREHOUSE LIGHTING POP-RIVET DATE: 3131116 CRO55 TEE MAN BEAM CROSS TEE OINSTALL NEW SUSPENDED CEILING GRID AT 10'A.F.F. liJ PERMIT/CONST. 1.--/- 0 oo ° ° o .�d ° oo° oo � Ja� oo O INSTALL NEW 2 X 4 T-8 FLUORESCENT LIGHT WITH ACRYLIC LENS o 4 INSTALL NEW EXIST SIGN FREE END FIXTED END o \ (FULL 24"TILE SECTION) r l/8' ANGLE MOLDING +--- O INSTALL NEW"BUG-EYE"TYPE EMERGENCY LIGHT FIXTURE POP-RIVET 2' ANGLE MDLDING � UNATTACHED THIS SIDE EXPANSION JOINT 6 INSTALL NEW HVAC THIS ROOM NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED A5'HEAVY DUTY'. ALL A ... 2 CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100' OREPLACE TWO TWIST LOCK CORD DROPS WITH NEW DROPS FROM NEW CAPACITY SUSPENDED GRID SYSTEM. 12 CEILING SEISMIC JOINTS A-2 SCALE 3"= 1'-0"