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Plans (32) BUP2021 -00214 ( 2/2 ) REVISION APPROV �iGE COPY RC SW 72ND AVENUE c'�`��D ARC L�i/ TENANT IMPROVEMENT WIRE MICHAEL .1 ' for J3upaoa1 � o0al `i A w c� B ° F L 73yo lJurh �M rcl CIS Z U � PORTLAND,OREGON a u 5851 C c o o K P Jo - Jy- zl �F OF *00 r .TENANT: PROJECT# 21510 %lp E O I I II J N PERFORMANCE SYSTEMS Q BUILDING LOCATION r, a F INTEGRATION , LLC . GM PACTRUST BUSINESS CENTER Q 7340 SW DURHAM RD. PORTLAND, OR 97224 >_ 0 y�0 Z o0 �--- PROJECT NARRATIVE Z SITE MAP �'--- TOTBC I&II Q z� PROJECT CONSISTS OF REMODEL WORK TO 10,049 SF OF 2 A-1 NOT TO SCALE EXISTING OFFICE AND WAREHOUSE SPACE. WORK SHALL W a N INCLUDE BUT NOT BE LIMITED TO DRYWALL/METAL STUDS, g N _ O rn SUSPENDED CEILINGS, DOORS/FRAMES AND PAINTING. ALL J D o _ Lu cD WORK TO MEET ADA REQUIREMENTS. wo co � o = � z44 m 1 2 3` 4 6 7 8 L) c) I °' M O O O 20'-0" 20'-0" 4BAYS @25 =100'NOM. 20'-0" WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT � � o mm a A -t - - - ------ ----_---- 1-------------------------- -- -------- --------+-------------------------- FIRE PROTECTION SPRINKLERING - O�Q� HEATING, VENTILATION & AIR CONDITIONING WORK I ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE 20,_0,. I B ------------ - ----- ------ -- BUILDING INFORMATION ' -00 OWNER: PACIFIC REALTY ASSOCIATES, L.P. 15350 SW SEQUOIA PKWY #300 ' 0 PORTLAND, OR 97224 ' (503) 624-6300 (PHONE) 25'NOM. (503) 624-7755 (FAX) - - - - - --------------------------- BLDG. #: pbc198 (BLDG. H) CONST. TYPE.: V-B FULLY SPRINKLERED ® ® I THIS BUILDING HOUSES MULTIPLE TENANTS. THE EXISTING ' b BUILDING IS A SINGLE STORY BUILDING OF 21 ,180 SF AND IS Z D - __ - _ I - _ - , _- - _ _ _ - FULLY SPRINKLERED. THERE IS FRONTAGE ON ALL FOUR — ' SIDES OF AT LEAST 60 FEET. I ACTUAL BUILDING AREA TOTALS Lli I B OCCUPANCY = 13,077 SF S-1 OCCUPANCY= 8,073 SF ---- - --...-.__ _ . . TOTAL 21 ,150 SF I MIXED OCCUPANCY - NON-SEPERATED USES. (OSSC 508.3) U) ALLOWABLE AREA IS UNLIMITED. (OSSC 507.3) W 1 w U � 1 I TENANT INFORMATION Z Lu ' TENANT: PERFORMANCE SYSTEMS INTEGRATION, LLC Q � o N OCCUPANCY AREAS & LOADS: z m =00A 904SF60OCC C = 0 AREA OF WORK B 4,721 SF32 OCC m 2 OVERALL BUILDING PLAN S-14,424 SF15 OCC LL co o zz A-1 = TOTAL 10,049 SF 107 OCC C/)1/32" 1'-O" LlJ V CD � NUMBER OF EXITS REQUIRED a a B 2 EXITS S-11 EXITS 2021 .08.18 PERMIT SET CODE SUMMARY REVISION ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE 1 WITH STATE AND LOCAL CODE REQUIREMENTS THAT APPLY, 2 INCLUDING BUT NOT LIMITED TO: • 2019 OREGON STRUCTURAL SPECIALTY CODE 3• • 2019 OREGON MECHANICAL SPECIALTY CODE (OMSC) 4, • 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) 5 • 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) • 2014 OREGON FIRE CODE (OFC) 6. • ASCE-7-10 7. • ICC/ANSI A117.1-2009 g. • 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE DRAWN BY: M.W.N. 0100 00 GENERAL DATA 8. UPON REMOVAL OF WALL BASE,REMOVE RESIDUAL ADHESIVE AND PREP WALL TO PAINT READY CONDITION. 2. PRIOR TO AWARD OF CONSTRUCTION CONTRACT,H.V.A.C.CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR 17.REMOVE ALL UNUSED LOW VOLTAGE WIRING(TELEPHONE AND DATA)FROM THE RECEPTACLE TO THE GENERAL REQUIREMENTS WALL CONSTRUCTION MATERIALS REVIEW AND APPROVAL A FULL DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH DISTRIBUTION BOARD.LEAVE PULL STRINGS FROM THE BOX TO THE SPACE ABOVE THE CEILING. A SECTION �Ep AR NEW/RENOVATED WORK AND SYSTEMS UNTOUCHED BY THE TENANT IMPROVEMENT AS APPLICABLE. OF THE EXISITNG LOW VOLTAGE WIRE MAY BE LEFT IN LIEU OF A PULL STRING t G /1� j 1. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND 1. PROVIDE STUDS,TRACKS,BRACING, FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE INCLUDE THE FOLLOWING: OFFICE LIGHTING -\V (� NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. INSTALLATION. a. DUCTING AND SIZES � 2. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURAL b. SUPPLY AND RETURN LOCATIONS AND CFM AT EACH GRILL OR DIFUSER 1. OFFICE LIGHT FIXTURES: LITHONIA LED FIXTURE.2BLT2 40L ADP MVOLT GZ10 LP835. � MICHAEL C7 WIRE THWANG CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LIVE LOADS. 2. OFFICE EGRESS LIGHTING:ISOLITE MINI GENIE SERIES LED VERSION LMIGN NM SQ-CEILING AND WALL 1-0 CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE DESIGN FRAMING IN ACCORDANCE WITH AISI SG-673. c. ROOF EQUIPMENT,SIZES AND LOCATIONS MOUNT. SEE PLAN FOR EGRESS PATH.USE OF ISOLITE INVERTER AS ALTERNATE TO BATTERY IS uJ C7 THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A4461A 446 M GRADE A(33000 d. UNITS REQUIRING DUCTED SMOKE DETECTION ACCEPTABLE. --� 3. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE PSI)G60. e. THERMOSTAT LOCATIONS AND ZONE/UNIT ASSOCIATED THEREWITH 3. LIGHT SWITCHES:ACUITY CONTROLS PRE SET ALL PRIVATE OFFICE AND CONFERENCE ROOM SWITCHES TO EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR 'VACANCY"AND T TURN ON AT LAST DIM LEVEL. Cp DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO f. ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMS PORTLAND,OREGON O ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE AN APPROVED EQUAL. k. STANDARD WALL SWITCH WITH OCCUPANCY SENSOR-USE WSD ) LEFT IN THE TENANT SPACE AS NOTED ON PLANS),CLEANING AND ALL PREPARATION OF SUBSTRATE 5. STANDARD GYPSUM BOARD SHALL BE TYPE'X',5/8"THICK WITH TAPERED EDGES CONFORMING TO ASTM 9 ZONE DIAGRAM I. WALL SWITCH WITH OCCUPANCY SENSOR AND DIMMING-USE WSXD ��/► O r SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. C-36. HVAC DESIGN STANDARDS m. WALL SWITCH WITH DIMMING AND CEILING MOUNTED OCCUPANCY SENSOR-USE SPOO ` r 4. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 6. TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. THE FOLLOWING ARE MINIMUM DESIGN STANDARDS: �.y C 5. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET"WALK-OFF MATS"TO PROTECT EXISTING 7. USE GEORGIA PACIFIC DENSGLAS GOLD ON EXTERIOR FACE OF EXTERIOR WALLS AND COAT WITH STO FINISH 1. 350 SQUARE FOOT PER TON(UNLESS OTHERWISE APPROVED IN WRITING BY PACTRUST). PROJECT# 2151 O CARPETS. SYSTEM. 2. ADDRESS LOADS BY SPECIFIC LOCATION AND USE,AS WELL AS CRITERIA PROVIDED TO PACTRUST BY 6. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. PATCH AND REPAIR ROOF AND WALL CONSTRUCTION EXECUTION TENANT PRIOR TO CONSTRUCTION: ROOF MEMBRANE TO MATCH THE EXISTING ROOF. 1. FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING a. EXTERIOR EXPOSURE AREAS 7. ALL ROOF WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING COMPANIES. APPROVED SCREWS. WELDING SHALL CONFORM TO AWS D13 WELDING PROCEDURE. ELECTRODES AND SCREW b. INTERIOR AREAS,SIZE AND USE COMPANIES INCLUDE: CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DO NOT FIELD WELD a. ARROW ROOFING, 503460-2767 MATERIALS LIGHTER THAN 18 GA. c. CONFERENCE/TRAINING ROOMS 2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS d. COMPUTER/SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION '^ b. PACIFIC ROOFING,503-640-3163 INDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD INSERTS. AND 24-HOUR USE.VERIFY NEED FOR A SEPARATE SPLIT SYSTEM TO MAINTAIN TEMPERATURE. l;J c. ROOF TOPPERS,360-574-7248 FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLABS. 3. SYSTEM DESIGN CRITERIA-SIZE ZONES FOR 3-5 TON UNITS BASED ON USE&EXPOSURE CRITERIA. Z d. GOT YOU COVERED ROOFING,503-975-9136 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS. POSITION PACKAGED OR SPLIT SYSTEM EQUIPMENT GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES. 8. KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT VAV OR WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3 TONS SHALL BE SPLIT INTO MULTIPLE AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE ZONES. JACK STUDS OVER OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE 4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY&RETURN GRILLES. 9. PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO STUDS AT CORNERS,POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT TOP COMMON CORRIDORS AND STAIRS, BUILDING ENTRANCES,SUITE ENTRANCES,ETC. THE CONTRACTOR WILL AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TO THE TRACKS,PROVIDE LONG LEG 5. VACANT SPACE SHALL HAVE DEDICATED GAS SERVICE FOR FUTURE BUILD-OUT OR FREEZE PROTECTION. BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION TRACK AT TOP OF WALL TO ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE ABOVE. 6. UNITS: LENNOX,TRANE,YORK OR CARRIER-7 1/2-TON MAXIMUM UNIT SIZE. ANY UNIT IN EXCESS OF 7 1/2 ACTIVITIES. 4. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR TONS SHALL HAVE SPECIAL WRITTEN APPROVAL FROM PACTRUST. O 10.PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING THE PROJECT. 7. HVAC UNITS EQUAL TO OR GREATER THAN 5-TONS TO HAVE DUCT SMOKE DETECTORS AND BE CONNECTED Z RESTROOM FACILITIES. 5. AT TOILET ROOMS TO RECEIVE SHEET VINYL FLOORING,INSTALL THE GYPSUM BOARD(OR AUQATOUGH) TO A MONITORING STATION WITHIN THE BUILDING. 11.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT WITH 1/4"GAP BETWEEN THE BOARD AND THE FLOOR TO PREVENT WICKING. 8. ROOF TOP UNITS SHALL BE PLACED 24'MINIMUM FROM ROOF EDGE TO CENTER OF UNIT. MULTIPLE UNITS Z c) PRE-CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER 6. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURER'S RECOMMENDATIONS. SHALL BE PLACED SYMMETRICALLY IN A LINE BASED ON LOAD CALCULATIONS BY STRUCTURAL ENGINEER. Q COMMON BUILDING AREA BE USED FOR STORAGE. 12.KEEP THE ROOF FREE OF DEBRIS I.E.NAILS,SCREWS,BOTTLES,ETC.)AT ALL TIMES. 7. FINISH QUALITY: 9. CURBS: 14"HIGH CURBS. ASSEMBLED AND LEVELED TO ROOF,ANCHORED TO STRUCTURAL MEMBERS ( AREA PROCESS TRADE NOMENCLATURE BELOW ROOFING. 13.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. W Y WAREHOUSE TAPE/FINISH COAT' TIGHT DOUBLE(LEVEL 3) a. PROFESSIONALLY ROOF IN ALL CURBS AND PENETRATIONS BY PACTRUST APPROVED ROOF Q. N 14.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, CONTRACTOR. SEE DIVISION 1 GENERAL NOTES THIS PAGE. ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. OFFICE/OTHER AREAS TAPE/2 FINISH COATS'/ SMOOTH FINISH TAPED(LEVEL 4) b. UNIT MUST BE LEVEL,SEALED WITH NO AIR LEAKS AND COUNTER FLASHED. `2 ¢ n 15.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. USG"FIRST COAT 'SAND AFTER TAPE/FINISH COAT(S) 2 7 0 O) .-. c. CONDENSATE MUST BE TRAPPED AT UNIT.H. NOTE:AT EXTREMELY DARK ACCENT WALLS PROVIDE LEVEL 5 FINISDf 16.CLEAN ADJACENT EXTERIOR AREA,I.E.WALKS,EXTERIOR GLASS,ETC. 10.SEISMICALLY ATTACH UNIT TO CURB IN CODE-APPROVED METHOD. J LUQ O In Ur 17.FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS. 11.ALL GAS PIPING SHALL BE STANDARD BLACK STEEL PIPE W/SUPPORTS PER CODE. PIPING SHALL BE RUN W M 0 18.CLEAN ALL SUPPLY AND RETURN DIFFUSERS AT PROJECT COMPLETION. 8. FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS w h 0 (O r'- J SHOWN ON PLANS. INSIDE OF BUILDING W/LEAD FLASHINGS AT ROOF PENETRATIONS. LEAD ROOF JACKS TO BE SEALED AND CLAMPED(STAINLESS STEEL WORM GEAR). Z Z �. v m 1g.PROVIDE"AS-BUILT DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION."AS-BUILT' 09 53 00 SUSPENDED ACOUSTICAL CEILING DRAWINGS MAY BE IN THE FORM OF TWO COPIES OF CONSTRUCTION DOCUMENTS MARKED-UP WITH RED 12.ALL EXISTING AND NEW GAS PIPING EXPOSED TO THE EXTERIOR TO BE PROTECTED FROM RUST AND Q J � N 00 PEN.DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE MANUALS 1. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. CORROSION WITH OIL BASED PAINT(COLOR GREY). U 10 I- n 1 0) SHALL BE PROVIDED FOR ALL MECHANICAL,ELECTRICAL AND PLUMBING EQUIPMENT.PROVIDE AS-BUILT CAD - M of O O FILES TO PACTRUST FOR ALL MEP TRADES.PACTRUST MAY HOLD CONTRACTOR'S FINAL PAYMENT UNTIL 2. FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING 13.LOW VOLTAGE IN SEALTITE CONDUIT FROM BELOW ROOF LINE DIRECT TO UNIT. DO NOT EXCEED BEND SYSTEM,INCLUDING GRID,PANELS,AND HANGARS AND ACCESSORIES. RADIUS OF MANUFACTURER'S GUIDELINE. It) t17 "AS-BUILT"DRAWINGS AND 0&M MANUALS HAVE BEEN RECEIVED AND APPROVED. a 20.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, 3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES, INC. 14.ECONOMIZER TO MEET CODE AND AS FOLLOWS: FUNCTIONING PROJECT INCLUDING ALL GENERAL,MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED 4. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LIMITED TO a. 6 TONS AND ABOVE MUST HAVE ECONOMIZER. TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED,REGARDLESS OF INSULATION,GYPSUM BOARD,LIGHT FIXTURES, MECHANICAL SYSTEMS,ELECTRICAL SYSTEMS AND FIRE b. BAROMETRIC RELIEF ON 5-7 1/2 TON UNITS. WHETHER OR NOT SHOWN ON THE DRAWINGS. SPRINKLERS c. 13 TONS AND ABOVE MUST HAVE POWER EXHAUST. 21.ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED"N.I.C.". 5. PRODUCTS: d. 1 1/2 THRU 4-TON OSA INTAKE WITH DAMPER. 22.PLANE, IT USED IN THESE DOCUMENTS, MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME a. GRID-PRELUDE N XL NE FI EXPOSED TEE 24 x 24 DUTY) 15.ALL UNITS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE REQUIREMENTS. PLANE,EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. b. TILES-ARMSTRONG FINE FISSURED#1732,24 x 24 x 5/8"W/ANGLED TEGULAR EDGE 23.DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS.DRAWINGS ARE INTERRELATED. c. ACCESSORIES-MANUFACTURERS'STANDARD 16.DROP CANS TO BE SAME SIZE AS CURB OPENING AND TO EXTENDED TO WITHIN 2'OF SUSPENDED CEIILING. MINIMUM 26 GAUGE FOR SUPPLY AIR. SEAL EDGES OF SUPPLY AIR. 24.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN TWO WEEKS OF PROJECT AWARD.PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO 6. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRIM TILE EDGE TO CREATE TEGULAR EDGE 17.DISTRIBUTION DUCTWORK: REPLACEMENT AT CONTRACTOR COST.AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL CONDITION SO THAT CEILING TILES LAY FLAT. a. SPIRAL DUCT PERMITTED ONLY IF EXPOSED. REQUIREMENT TO PROVIDE THE SPECIFIED ITEMS UNLESS SPECIFICALLY NOTED AS A SUBSTITUTION BY THE 7. CEILINGS LESS THAN OR EQUAL TO 144 SF AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE CONTRACTOR AND SPECIFICALLY APPROVED BY THE ARCHITECT AS SUCH.REPLACE SUCH PRODUCTS AS ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS. b. 26 GAUGE OR TO SMACNA STANDARDS WHERE DUCT IS CONCEALED ABOVE A CEILING. DIRECTED AT CONTRACTOR'S COST. 8. CEILING AREAS OF 1,000 SF OR LESS SHALL BE EXEMPT FROM LATERAL-FORCE REQUIREMENTS. c. WRAP CONCEALED SUPPLY DUCTWORK IN NON-CONDITIONED AND SEMI-CONDITIONED SPACE WITH 25.SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK,SPECIAL SYSTEMS,MECHANICAL,ELECTRICAL ANDgINSTALL CEILING GRID WITH TWO EDGES ATTACHED TO ADJACENT WALLS. THE OTHER TWO EDGES SHALL BE SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE MINIMUM R4.2 INSULATION WITH FSK BARRIER. PLUMBING SYSTEMS(INCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM TWO COPIES OF ALL . ATTACHED TO WALL MOLD USING BERC2 CLIPS ALLOWING THOSE TWO SIDES TO FLOAT. d. HANGERS 12 GAUGE WIRE OR 18-GAUGE 1"WIDE STRAP. EXPOSED DUCT MUST HAVE ALL THREAD COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR. 10.PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT CONTIGUOUS CEILING GRID AREAS TO HANGERS AND FULL DIAMETER STRAP UP TO 18"0. LARGER THAN 18"MUST HAVE SADDLE TYPE CLAMP. 26.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS NO MORE THAN 2500 S.F.THE STATIONARY SIDE OF THE JOINT SHALL PERMIT THE INSTALLATION OF A LIGHT e. BRANCH DUCTS SHALL BE PLUMB AND SQUARE(NO OCTOPUS). TEES SHALL BE MAXIMUM OF 45 CONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER FIXTURE IMMEDIATELY ADJACENT TO THE JOINT. DEGREES. LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE 11.INSTALL TWELVE GAUGE VERTICAL HANGER WIRE TIES 4 FT ON CENTER WITH THREE TIGHT TURNS AROUND I. EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH. INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE THEMSELVES WITHIN THREE INCHES.INSTALL PLUMB WITHIN 1:6 UNLESS COUNTER SLOPING WIRES ARE g. ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN.24"ABOVE FINISH CEILING. CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE PROVIDED.CONNECTIONS AT SUPPORTING STRUCTURE TO CARRY NOT LESS THAN 100 LBS.EACH TERMINAL APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY END SHALL BE SUPPORTED WITHIN 8 INCHES OF EACH WALL. 18.FLEX DUCT WILL BE NO LONGER THAN 6'FROM RIGID DUCT DOWN TO DIFFUSER. THE ARCHITECT PRIOR TO INSTALLATION. 12.PROVIDE LATERAL-FORCE BRACING AT GRID MAIN WITH RIGID VERTICAL STRUTS TWELVE FEET ON CENTER 19.DIFFUSERS: 27.COORDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE EACH WAY BEGINNING WITHIN SIX FEET OF PERIMETER EDGE. a. SUSPENDED CEILING SYSTEM(T-BAR)-PERFORATED FACE ADJUSTABLE CURVED BLADES-DESIGN INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. 13.INSTALL 12 GAUGE SEISMIC SPLAY WIRE TO THE MAIN BEAM WITHIN 2 INCHES OF EACH VERTICAL STRUT. TITUS PCS SUPPLY AND TITUS PAR RETURN OR APPROVED EQUAL. GENERAL WIRES TO BE ARRAYED 90 DEGREES FROM EACH OTHER AND AT AN ANGEL NOT EXCEEDING 45 DEGREES b. GYPSUM BOARD CEILING;SUPPLY-CURVED BLADE W/OBD DESIGN TITUS 250;RETURN-BAR TYPE- 1. REMOVE ALL EXISTING VCT,SHEET VINYL,ETC.IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR FROM THE PLANE OF THE CEILING.ATTACHE SPLAY WIRES TO GRID AND TO THE STRUCTURE IN SUCH A DESIGN TITUS 350;EXHAUST-METAL OR ALUMINUM-1/2"x 1/2"EGG CRATE DESIGN TITUS 50F. „ TO INSTALLATION OF NEW FLOORING. MANNER THAT THEY CAN SUPPORT A MINIMUM DESIGN LOAD OF 200 LBS OR THE ACTUAL DESIGN LOAD,WITH A SAFETY FACTOR OF 2,WHICHEVER IS GREATER. c. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT OR NEAR CLOSEST WYE BRANCH. S 2. ALL ROOF PENETRATIONS FOR ELECTRICAL,LOW VOLTAGE,GAS PIPING,ETC.C SHALL BE SLEEVED THROUGH 14.VERTICAL STRUTS TO BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE ABOVE. A LEAD ROOF JACK,CLAMPED WITH A STAINLESS STEEL CLAMP AND SEALED WITH VULKEM 921 d. CLEAN OR REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS AT PROJECT 3 r`,J, POLYURETHANE SEALANT. SILICONE SEALANT NOT PERMITTED. 15.USE ARMSTRONG BERC2 CLIPS TO SATISFY SEISMIC WALL CONNECTION REQUIREMENTS.SEE DETAIL. COMPLETION. 07 00 00 THERMAL& MOISTURE PROTECTION WINSTALL SPREADER BARS AT TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS AT UNATTACHED 20THERMOSTAT: ALL EXISTING MERCURY TYPE THERMOSTATS TO BE REPLACED. NEW THERMOSTATS TO BE Z .EDGES.SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 HONEYWELL COMMERCIAL GRADE WSIONPRO 8000 TOUCH SCREEN MODEL TB8220U1003 WHERE POSSIBLE. im 1. REPLACE ALL MISSING AND DAMAGED ROOF AND WALL INSULATION ABOVE THE CEILING GRID. INCHES OF THE PERIMETER WALL. APPROVED SUBSTITUTE: TOTAL-LINE SIGNATURE COMMERCIAL THERMOSTAT MODEL NO.P374-2800 -7 DAY 2. PROVIDE NEW ROOF INSULATION TO MATCH EXISTING AT ABANDONED MECHANICAL UNITS. 09 91 23 PAINTING PROGRAMMABLE WITH LOCKOUT FUNCTION-AUTO CHANGEOVER ONLY. MOUNT AT ADA HEIGHT(MAY 3. AT ALL UN-USED EXISTING ROOF PENETRATIONS,REMOVE EQUIPMENT AND REPAIR ROOF SYSTEM. INTERIOR: THERMOSTATS REQUIRE IND BALANCE SYSTEM,NG HEIGHT CEMENT"LOCATIONS). CONTRACTOR SHALL PROGRAM 08 10 00 DOORS AND WINDOWS 1. WALLS: 21.THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. C 1. RE-USE EXISTING DOORS AND FRAMES WHERE POSSIBLE a. PRIME NEW DRYWALL WITH MILLER PAINT HIGH-BUILD"SUPER SEAL"PRIMER. 22.WAREHOUSE HEAT: U c 2. APPROVED DOOR,FRAME,AND HARDWARE SUPPLIERS INCLUDE: b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT a. GAS FIRED UNIT HEATERS USED IN NON-CONDITIONED AREAS SHALL COMPLY WITH CURRENT STATE W a. BAXTER AND FLAMING. (503)225-0486 120-4-XX WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER PAINT 170-5-XX S/G ENERGY CODE REQUIREMENTS. PROVIDE ADJUSTABLE TSTAT FOR EACH UNIT. b. D&D DOOR (503)205-5533 LATEX ENAMEL. 23.EXHAUST FANS: 2. DOORS AND FRAMES: c. BENSON INDUSTRIES (503)907.2200 a. CEILING MOUNTED EXHAUST FANS SHALL HAVE A MINIMUM PERFORMANCE TO MEET THE CURRENT IL a. NEW HOLLOW METAL-PRIME,SAND,AND FINISH WITH TWO COATS OF SEMI-GLOSS OIL.SPRAY OR CODE REQUIREMENTS INCLUDING INTEGRAL BACKDRAFT DAMPER AND VENTING TO THE EXTERIOR. d. GRANT SUPPLY (360)887-0647 ROLLED APPLICATION. COOK GEMINI SERIES 100 OR EQUAL;80 CFM WITH A SONE RATING OF 1.6 OR LESS, 100 CFM WITH A 3. DOOR AND RELITE FRAMES SHALL BE ALPHA ALUMINUM PRODUCTS,INC.(AAP). SUBMITTAL REQUIRED PRIOR b. EXISTING HOLLOW METAL-SAND,FILL IMPERFECTIONS WITH BONDO,SAND AND PRIME PATCHES WITH SONE RATING OF.9 OR LESS,200 CFM WITH A SONE RATING OF 1.6 OR LESS. �/'� TO ORDERING MATERIAL.NEW FRAMES TO BE FACTORY FINISH CUSTOM COLOR. ALKYD PRIMER,AND FINISH WITH SEMI-GLOSS OIL ENAMEL.SPRAY OR ROLLED APPLICATION b. SINGLE FIXTURE RESTROOMS,JANITOR'S CLOSETS OR SINGLE SHOWER ROOMS TO HAVE CEILING V/ 4. ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. c. WOOD-PRIME WITH ALKYD OIL UNDER-COATER,SAND,FILL ALL FASTENING HOLES WITH PAINTER'S MOUNTED EXHAUST FANS,WIRED PER DIVISION 16 AND SWITCHED WITH THE LIGHTS. W W 5. DOOR HARDWARE SHALL BE SCHLAGE AL SATURN OR D RHODES SERIES U.N.O. PUTTY,CAULK ALL CRACKS IN CASINGS AND BETWEEN JAMBS AND WALLS USING DAP LATEX CAULK, c. MULTIPLE FIXTURE RESTROOMS,COMBINATION RESTROOM&SHOWER,AND LOCKER ROOMS TO HAVE AND FINISH WITH SATIN OIL ENAMEL. ROOFTOP MOUNTED EXHAUST FAN,FACTORY CURB AND BACKDRAFT DAMPER,WIRED PER DIVISION 16, 6. ALL DOOR HARDWARE SHALL BE INSTALLED WITH A 2 3/4"BACKSET. 7. DOOR FINISH SUBMITTALCONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DOOR FRAMES,DOOR ,SEAL AS REQUIRED,AND VARNISH WITH SATIN VARNISH. CONTROLS AS REQUIRED BY DESIGN.COOK ACE-D SERIES OR EQUAL. F- d. WOOD-STAIN HARDWARE AND DOORS :AS WELL AS A CONTROL SAMPLE OF THE FINISHED DOOR SKIN W/STAIN AND FINISH 3. CEILINGS: d. SPECIALTY ROOMS REQUIRING EXHAUST SHALL MEET THE ABOVE MINIMUM REQUIREMENTS- Z Z W INDIVIDUAL ROOMS WITH AN EXHAUST REQUIREMENT GREATER THAN 250 CFM,SHALL HAVE A 0APPLIED(IF NEW DOORS ARE BEING PROVIDED). BEFORE FINISHING OF DOORS IS COMMENCED ARCHITECT a. EXISTING GYP BOARD/PLASTER-SAND,SPACKLE ALL IMPERFECTIONS,SPOT PRIME AND FINISH TO ROOFTOP MOONED FAN. SHALL APPROVE CONTROL SAMPLE. FINISHED PRODUCT IS SUBJECT TO REJECTION BY ARCHITECT IF THIS ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT 6200 OR 4480. U) 0 N PROCESS IS NOT FULLY ADHERED TO AND FIELD PRODUCT DOES NOT MATCH THE APPROVED CONTROL 24.HVAC TESTING. SAMPLE. b. NEW GYP BOARD/PLASTER -PRIME WITH SUPER SEAL AND FINISH TO ACHIEVE UNIFORM COVERAGE W a. CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES,COMPONENTS, _ 04 WITH MILLER PAINT 6200 OR 4480. Z 8. ALL INTERIOR GLAZING SHALL BE TEMPERED. EQUIPMENT AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH O) 4. GENERAL NOTES: APPROVED PLANS AND SPECIFICATIONS. U) Q 9. IN ALPHA ALUMINUM PRODUCTS USE GRAY SEALS. m of a. KEEP ALL HARDWARE,HINGES,AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS,DRIPS,OR ROLLER b. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN O 0m 0 10.PATCH AND REPAIR ALL HOLES OR DAMAGE TO EXISTING STORE FRONT WINDOWS AND DOORS.TOUCH UP SPRAY. ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. FINISH FOR AS NEW LOOK. b. ALL SURFACES TO BE SANDED BETWEEN COATS,PRIOR TO INSTALLATION OF NEXT COAT. c. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND U. U) 0 Z 11.TUNE UP EXISTING OVERHEAD DOORS FOR SMOOTH OPERATION. WORK INCLUDES: FILED WITH PACTRUST. c. DURING PROGRESS OF WORK,KEEP JOB SITE CLEAN OF ALL PAINT MATERIALS,RUBBISH,CANS,AND N ?� a. ADJUST OVERHEAD SPRING TENSION TO MEET MANUFACTURER'S SPECIFICATIONS. RAGS AT THE END OF EACH DAY. 25.PROJECT CLOSE OUT DOCUMENTS REQUIRED: (n b. REPLACE TOP AND BOTTOM DOOR SEALS AS NEEDED. d. UPON COMPLETION OF WORK,CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING a. AutoCAD FILE SHOWING AS-BUILT INFORMATION. w V c0 c. REPLACE BENT TRACKS AND PANEL SECTIONS. AND SCRAPING, USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. b. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE. n Q (h O d. REPLACE ROLLERS AND HINGES AS NEEDED. e. PROTECT WORK OF OTHER TRADES. r•i 0_ h D_ c. HARD COPY OF AutoCAD FILE ABOVE. e. REPLACE ROPES AS NEEDED. f. PROVIDE"WET PAINT SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES. d. OPERATIONS MANUALS FOR ALL EQUIPMENT,INCLUDING TSTATS. f. LUBRICATE ROLLERS 10 00 00 SPECIALTIES e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED. PERMIT PERM 8.18 SET 09 00 00 FINISHES 10"16 FIRE EXTINGUISHERS 26 00 00 ELECTRICAL : DESIGN /BUILD R J GENERAL 1. FIRE EXTINGUISHER 2A10 BC (WALL MOUNTED OR IN SEMI RECESSED CABINET AS INDICATED ON PLAN) GENERAL 1. CLEAN,SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS. 2. FIRE EXTINGUISHER CABINET: JL INDUSTRIES ACADEMY SERIES MODEL#C1027V70. 1. ALL ELECTRICAL FEEDS TO OUTLETS,SWITCHES, ETC. MUST BE VERTICAL DROPS FROM ABOVE EXCEPT FOR REVISION 2. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: 12 00 00 FURNISHINGS HORIZONTAL RUNS UNDER WINDOWS AND RECEPTACLES ON THE SAME STUD. a. FLOOR COVERINGS, BASE AND TRANSITION STRIPS 1. PROVIDE ROLLER BLINDS AT ALL EXTERIOR WINDOWS. 2. ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOW SILLS TO BE ROUTED THROUGH BUILDING .� b. PLASTIC LAMINATES a. MARIAK CONTRACT CHAIN OPERATED CLUTCH ROLLER SHADES SHELL WALLS. DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS. c. ALL NATURAL WOOD(INCLUDING DOORS AND CASEWORK) b. NO HEAD BOX U.N.O. 3. ALL NEW ELECTRICAL DEVICES TO BE WHITE 2. d. PAINT c. FABRIC-MARIAK ECONOSCREEN-3%COLOR-903 GRAY/BLACK U.N.O. 4. REPLACE ALL NON-WHITE EXISTING ELECTRICAL DEVICES TO WHITE e. TILE, MARBLE,GRANITE,STONE,GROUT AND SCHLUER TRIMS 5. INSTALL BUILDING STANDARD ADDRESS AND/OR SUITE NUMBER LABELS TO ALL EXTERIOR DOORS. 5. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL AND BREAKER. 3. f. TOILET PARTITIONS 21 00 00 FIRE SUPPRESSION : DESIGN/BUILD 6. PROVIDE TYPEWRITTEN UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS. 4 g. HARDWARE1. PROVIDE SPRINKLERS THROUGHOUT SPACE AS REQUIRED BY CODE. SPRINKLER HEADS SHALL BE 7. VERIFY ELECTRICAL METER AND TAG METER WITH THE TENANT'S ADDRESS OR SUITE NUMBER. METER IDENTIFICATION 3. FINISH FLOORING TO EXTEND UNDER ALL NEW CASEWORK. CENTERED IN 2 X 2 CEILING TILE. LAYOUT OF SPRINKLERS BY CONTRACTOR. SPRINKLER LAYOUT IN ALL HARD TENANT'S MOVENN MBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO j, CEILING AREAS(GYPSUM BOARD/PLASTER)TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO 4. PROVIDE A TRANSITION STRIP WHERE EVER TWO DIFFERENT FLOOR MATERIALS MEET INSTALLATION. 8. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN EXIT PATH SHOWN ON PLAN EQUAL TO G. 5. PROVIDE SCHLUTER METAL TRIM AT ALL EXPOSED EDGES OF TILE(EXCEPT AT BULLNOSED EDGE)OF TILE 2. IN NEW CEILING GRID SYSTEMS OVER 144 SF PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC 1-FOOT CANDLE. (CERAMIC,QUARRY OR PORCELAIN) MOVEMENT. NO"OOPS RINGS ALLOWED". 9. EXIT LIGHTS:RUUD LIGHTING"PLASTIC LED EXIT SIGN"MODEL EXPBURWH RED LETTERS,WHITE 7• 09 2100 GYPSUM BOARD HOUSING,WITH BATTERY BACKUP. GENERAL 10.WHERE NEEDED,CONTRACTOR TO FURNISH AND INSTALL NEW DRY TYPE TRANSFORMERS TO PROVIDE 8' 208V/120V POWER FROM THE 480V/277V SYSTEM. SIZE TO BE BIDDER DESIGN. 1. ALL GYPSUM BOARD WALLS: ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD,EITHER AT RIGHT ANGLES OR a. TRANSFORMERS TO BE ENERGY STAR LABELED. PARALLEL TO FRAMING ON EACH SIDE OF METAL STUDS SPACED AT 24"O.C. FASTEN WITH 1"TYPE S DRYWALL SCREWS 8"O.C.TO VERTICAL EDGES AND 12"O.C.TO TOP AND BOTTOM RUNNERS AND 23 00 00 HVAC : DESIGN/BUILD b. CASE TO BE TOTALLY ENCLOSED WITH LOUVERS TO PREVENT FOREIGN OBJECTS INTO THE INTERIOR. DRAWN BY: INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24"O.C.(OR ONE STUD SPACING), GAS METER c. ENCLOSED AND VENTILATED,AIR COOLED TYPE,CLASS H INSULATION,DESIGNED FOR 115 DEGREES C M.W.N. EACH SIDE AND OPPOSITE SIDES.. TEMPERATURE RISE ABOVE 40 DEGREES C AMBIENT TEMPERATURE AT FULL LOAD CONTINUOUS 2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WITH SANDING BETWEEN 1. CONTRACTOR TO VERIFY GAS METER AND TAG METER WITH THE TENANTS ADDRESS OR SUITE NUMBER. OPERATION. EQUIP WITH 2-1/2 PERCENT ANFC TAPS AND FOUR 2-1/2 PERCENT BNFC TAPS. MAXIMUM FINISH COATS(LEVEL 4 FINISH). PAINT AS INDICATED. METER IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR SOUND LEVEL SHALL BE NEMA STANDARD WITH ISOLATION DAMPERS BETWEEN THE CORE AND COIL TO TENANT'S MOVE-IN. ASSEMBLY AND CASE. 3. ALL OTHER GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND ONE FINISH COAT WITH SANDING AFTER FINISH HVAC-BID PROCEDURE COAT(LEVEL 3 FINISH). PAINT AS INDICATED. 12.LOW VOLTAGE SYSTEMS(TELECOMMUNICATION AND DATA)BY FUTURE TENANT. 4. IN FINISHED SPACES FURR-OUT BUILDING COLUMNS AND EXTERIOR WALLS WITH 5/8"GYPSUM BOARD OVER 1. FOR BIDDING PURPOSES,THE HVAC CONTRACTOR WILL ASSUME THAT EXISTING HVAC EQUIPMENT IS IN 13.LIGHTING ENERGY MANAGEMENT IS REQUIRED IN BUILDING AREAS 5,000 SF AND LARGER. METAL STUDS. PROPER WORKING ORDER. 2. INVENTORY EXISTING H.V.A.C.ROOFTOP UNITS AND SUBMIT TO ARCHITECT A CONDITIONS REPORT OF EACH 14.OCCUPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP. 5. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS STOREFRONT.COLOR SELECTED ED WHERE WALL UNIT 15.TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS,EQUIPMENT MEETS MULLION AND QUIETJOINT SHG WHERE WALL MEETS GLAZING.COLOR SELECTED BY ARCHITECT. AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND 6. AT ALL EXISTING WALLS, REMOVE ALL NAILS,SCREWS,FASTENERS,ETC.LEFT BY PREVIOUS TENANT AND 3. LIST TONNAGE OF EACH UNIT. SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE A� l PATCH HOLES READY FOR PAINT. HVAC-DESIGN PROCEDURE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. 7. REPAIR GYPSUM BOARD AT REMOVED ELECTRICAL RECEPTACLES OR DATA BOXES AND FINISH READY FOR 1. USE EXISTING AND/OR NEW EQUIPMENT TO DESIGN MECHANICAL H.V.A.C.SYSTEM PER DESIGN STANDARDS 16.REMOVE ALL UNUSED DATA AND POWER BOXES AND INFILL WITH GYP BOARD. EXCEPTION-UNUSED DATA PAINT LISTED BELOW, BOXES UNDER WINDOW SILLS TO REMAIN. ALL BLANK COVER PLATES TO BE BUILDING STANDARD FINISH. III IED AR ----------------------------------------- �� cy - --------------------------------------- -------------------------------------------- \ MICHAEL 4 FURN. 1 e V WIRE THWANG A y :G '.. FEEDAdtI80 OPENIOFFICE MT PE ICEAFn -----. +, 1 PORTLAND,OREGON�._.______i_______©- � 5851O 9� F Z ,� 710 14-5" 1011 I O 1 O e , PROJECT# 21510 10 Q= is F AFF Q I ® I � PHONE I EON Z ---------- -- 112 ------ MH MH 1134 ------12!-4' "cqi ONEe E ----- 113 ® O 11 _._..-. ...- I'-"'--___.3.FURN. 1 I +V MO ®O 5' i TG • • E O cI 10, I� FEED ! Z M 1 ii 1 li OFFICE ` 11 -� LOBBY OPEN OFFICE 1. 14 C ----- F 1 1 „4 . .. - - C 11 �0� t00 109 1 100 1 W a O AFF 701 _______1_______ _______ _______I 114 - /�/ (V LJ.. Q I 115 -� 0 Lo 7`71" 8'�" OFFICE W LU O M L i 1 dco � J FURN. 11 1s ,s = Z I I I I FEED I .... ------- ., (n CV (V CID (AD 00 fiv __ _ _____ p_____ ' 1 703 HONE ,a ONE ._.__.- __- _. .-._-...._.�----- zo H E E =0 ro-n0 e U M D_ M M 703 t04 Aqqp 5 El) 0 En (() 108 O e e e O e e ` a- �. C1 F- ----- o OFFICE CPT EFOT 118 RESl�y dtvER i 0OM �. Toe RESTROOM 1 OPEN OFFICE A 108 O 77a dv 1oe V 1 v v EO 117 - o e I I I HALL 1 . TG ,05 , . . TG I "v ••"M p05 ® o v OFFICE i -------� F- ' ___ v Gv „7 05 � I I /� 'BHSTROOM RESTROOM- � I I ECAT E70T 107 I 1 FURN. URN. 105 109A I7M ES O 7708 e I I ' U O WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE Z zo O ,19 ,zo 1s F ''^^ V/ 0 0 G VJ VJ BUILDING BUILDING 0 0 0 w w ELECTRICAL ELECTRICALz Z 0 Lu 5� U G (n � CV Q' z2 n3+ U) = a' e mW0 U) U) 1 PARTITION AND POWER PLAN 2 CEILING PLAN z� W� Q0 Ir Z co A-2 SCALE 1/8" = 1'-0" A-2 SCALE 1/8" = V-o CONSTRUCTION CONSTRUCTION LEGEND 2021 .08.18 GENERAL NOTES - NEW LEGEND DEMO KEYED NOTES GENERAL NOTES - NEW CEILING DEMO CONSTRUCTION LEGEND CEILING PERMIT SET A. IT SHALL BE THE CONTRACTOR'S AND/OR THE c = = = EXISTING TO BE REMOVED IN ITS ENTIRETY. O EXISTING WALL TO BE REMOVED. gO NEW OPENING BETWEEN EXISTING OFFICE A. IT SHALL BE THE CONTRACTOR'S AND/OR THE r-_l LITHONIA 2BLT2 LED FIXTURE ® RELOCATED LITHONIA 2BLT2 LED FIXTURE REVISION SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY SPACE AND EXPANSION OFFICE SPACE. SUBCONTRACTOR'S RESPONSIBILITY TO �: RELOCATE FIXTURE PER DRAWING.SALVAGE EXTRA LIGHTS TO OWNER ALL DIMENSIONS, DETAILS,AND JOB SITE CENTER FLOOR OUTLET IN MIDDLE OF ROOM. OPENING TO BE 4'-0"WIDE X 8'-0" HIGH. FINISH VERIFY ALL DIMENSIONS, DETAILS,AND JOB . CONDITIONS PRIOR TO PROCEEDING WITH THE O TYPICAL FLOOR OUTLETS WITH DATA PORTS, OPENING WITH GYP BD TO MATCH SITE CONDITIONS PRIOR TO PROCEEDING WITH EXISTING LITHONIA 2BLT2 LED FIXTURE 1. 2021.09.17 WORK, AND REPORT ANY DISCREPANCIES TO CONSTRUCTION LEGEND HDMI CONNECTION AND POWER OUTLETS. SURROUNDING FINISH. THE WORK,AND REPORT ANY TO THE ARCHITECT BEFORE STARTE ANCIES $ STANDARD SWITCH 2. THE ARCHITECT BEFORE STARTING WALL OUTLET BOX AT 60"AFF.TYPICAL WALL 1p REMOVE EXISTING OFFICE DOOR AND DOOR CONSTRUCTION. 3. CONSTRUCTION. o EXISTING TO REMAIN O BOX WITH DATA PORTS, HDMI CONNECTION FRAME. FINISH OPENING WITH GYP BD AND G OCCUPANCYSWITCH B. REFER TO DRAWING 1/A-2 FOR NEW REFLECTEDNEW STANDARD WALL WITH INS. AND POWER OUTLETS. CONNECT TO FLOOR FINISH TO MATCH SURROUNDING WALLS. B. REFER TO SHEET A-1 FOR GENERAL PROJECT KEYED NOTES 0 CEILING OCCUPANCY SENSOR 4. CEILING PLAN. ®OUTLET VIA 4"CONDUIT. 71 EXTEND THESE WALLS TO STRUCTURE. SPECIFICATIONS. ® " NEW DEMISING WALL WITH INS. RECESSED,CEILING MOUNTED EMERGENCY EXIT 5' C. REFER TO SHEET A-1 FOR GENERAL PROJECT O ALIGN NEW WALL WITH EXISTING WINDOW C. REFER TO SHEET A-2 FOR DEMOLITION FLOOR O NEW CEILING GRID. CONNECT TO EXISTING LIGHT SPECIFICATIONS. AA NEW DEMISING WALL WITH INS. MULLION. PLAN AND CEILING GIRD. CONTINUE EXISTING CEILING ® 6. REMOVE EXISTING FURRING OVER COVERING MODULE WITH NEW GRID. SUPPLY DIFFUSER ], D. WALLS TO BE PAINTED PER SCHEDULE. a (E)ELECTRICAL PANEL O EXISTING OVERHEAD DOOR. REFURBISH DOOR D. REFER TO SHEET A-3 FOR NEW FLOOR ® RETURN DUCT EEP TO MAKE OPERABLE. 8 FIRE EXTINGUISHER IN RECESSED CAB. E. AT INTERSECTIONS BETWEEN WALLS TO REMAIN NEW DOOR IN WALL TO CONNECT EXISTING E. IT IS THE CONTRACTORS RESPONSIBILITY TO ® EXHAUST FAN AND WHERE WALLS HAVE BEEN REMOVED, Es FIRE EXTINGUISHER-SURFACE MOUNTED O TENANT SPACE WITH EXPANSION SPACE. MAKE SURE FIRE SPRINKLERS ARE POSITIONED PATCH AND PAINT TO RESEMBLE ADJACENT ACCORDINGLY AND MEET CODE. DRAWN BY: WALLS. THERMOSTAT CENTERLINE OF DEMISING WALL TO ALIGN WITH TILE SPRINKLER HEAD M.W.N. ® FLUSH MOUNT FLOOR MONUMENT W/ O CENTERLINE OF EXISTING COLUMN. F. IT IS THE CONTRACTORS RESPONSIBILITY TO tot POWER AND DATA NEW IN WALL FAN FOR CIRCULATING HEAT/AIR MAKE SURE THAT THE HVAC SYSTEM, SUPPLY EXIT SIGN(LED GREEN) O FROM EXPANSION WAREHOUSE SPACE TO AND RETURNS ARE POSITIONED ACCORDINGLY EXISTING WAREHOUSE. THESE ARE TO BE AND MEET CODE. PATH OF EGRESS CONTROLLED BY THERMOSTAT FOR TEMPERATURE BALANCE. 2X TILE NEW 2 X 2 CEILING TILE.PER SPECS. A� 2 \� MICHAEL Q131 WIRE n cp�1 PORTLAND,OREGON�� L 5851 _- OF PROJECT# 21510 PLYWOOD COUNTER WITH PLAM ALL SIDES. EASE EDGES PLYWOOD EDGE SUPPORT. ��N z EASIDE. STEEL PLATE LL COUNTER LL ADD 2X BLOCKING SUPPORT G BEHIND EACH �p SUPPORT ih BRACKET. z O I O t Q LLI 1 WORK COUNTER ELEVATION AND SECTION 2 SUPPORT BRACKET DETAIL Of Q N A-3 SCALE 1/2" = 1'-0" A-3 SCALE 3" = 1'-0" O m JOOCD `n C7 W WoCD � z � m vv FINISH SCHEDULE C _ CD — CU u') �co co co Ln RM# NAME FLOOR BASE WALLS CEILINGS REMARKS RM# NORTH EAST SOUTH WEST MATERIAL HEIGHT 100 LOBBY CPT - ETR 4" RC PT-1 PT-1 PT-1 PT-1 SAT - ETR 9'-0 -- 100 101 MTG CPT - ETR 4" RC PT-1 PT-1 PT-1 PT-1 SAT - ETR Y-0" -- 101 102 OPEN OFFICE CPT - ETR 4" RC PT-1 PT-1 PT-1 PT-1 SAT - ETR 9'-0 -- 102 103 PHONE CPT - ETR 4" RC PT-1 PT-1 PT-1 PT-1 SAT - ETR 9'-0" -- 103 104 PHONE CPT - ETR 4" RC PT-1 PT-1 PT-1 PT-1 SAT- ETR Y-0" -- 104 105 MTG CPT - ETR 4" RC PT-1 PT-1 PT-1 PT-1 SAT ETR Y-0" -- 105 106 HALL CPT - ETR 4" RC PT-1 PT-1 PT-1 PT-1 SAT - ETR 9'-0" -- 106 107 RESTROOM -- -- -- -- -- -- 9'-0" -- 107 108 RESTROOM -- -- -- -- -- -- 9'-0" -- 108 109 OPEN OFFICE CPT - ETR 4" RC- PT-1 PT-1 PT-1 PT-1 SAT - ETR V-0" -- 109 110 MTG CPT - ETR 4" RC PT-1 PT-1 PT-1 PT-1 SAT - ETR V-0" -- 110 111 OPEN OFFICE CPT - ETR 4" RC PT-1 PT-1 PT-1 PT-1 SAT - ETR V-0" -- 111 112 PHONE CPT - ETR 4" RC PT-1 PT-1 PT-1 PT-1 SAT ETR 9'-0" -- 112 114 OFFICE CPT - ETR 4 RC PT-1 PT-1 PT-1 PT-1 SAT - ETR 9'-0" -- 114 115 OFFICE CPT - ETR 4" RC PT-1 PT-1 PT-1 PT-1 SAT - ETR 9'-0" - 115 116 OFFICE CPT - ETR 4" RC PT-1 PT-1 PT-1 PT-1 SAT - ETR 9'-0" - 116 117 OFFICE CPT - ETR 4" RC PT-1 PT-1 PT-1 PT-1 SAT - ETR 9'-0" - 117 3 V 119 WAREHOUSE 1 -- 14'-0" -- 119 z 120 WAREHOUSE -- -- -- -- -- -- 14'-0" -- 120 , F� NOTES: uiG 1. ALL NEW FINISHES ARE TO MATCH EXISTING. EL � ''—^^ VJ FINISH MATERIALS (EXISTING - FOR REFERENCE ONLY) ALL FINISHES MUST BE SUBMITTED TO PACTRUST PRIOR TO INSTALLATION. - W DOOR �+ CARPET LOOP PILE: DOOR SCHEDULE U z LP-1 MOHAWK GROUP PTR - BROADLOOM "FIBER ART" CROSS KNIT BC375 ! BQ375 z w 358 RESHAPED FELT, DIRECT GLUE DOOR DATA FRAME DATA HARDWAREv USE MOHAWK BRAND NUBROADLOK PREMIUM ADHESIVE ONLY - FIRE RATING REMARKS MARK Q U) o v MARK DOOR SIZE THK CORE VENEER FINISH HAND MANUF. FINISH DEPTH ACTION MANUFACTURER FINISH FUNCTION N WALK-OFF CARPET TILE: 100 T-0" x 8'-0 1 1/2" -- ETR ETR Right ETR ETR 5" - LEVER/ LOCK/ CLOSER ETR ETR ETR 1 100 z rn � � Q WOC MOHAWK GROUP TUFF STUFF II - STEP UP II 101 T-0" x 8'-0" 1 3/4" PS WHITE MAPLE CLEAR Left ALPHA ANODIZED ALUMINUM 4 7/8" LEVER / CLOSER SCHLAGE 626 BRUSHED CHROME ALX10S 4 1010 m T p 983 IRON ORE, DIRECT GLUE 103 T-0" x 8'-0" 1 3/4" PS WHITE MAPLE CLEAR Right ALPHA ANODIZED ALUMINUM 4 7/8" LEVER / CLOSER SCHLAGE 626 BRUSHED CHROME ALX10S 3 103 LL U) 0 o USE MOHAWK M700 ADHESIVE. (M95.0 IN HIGH MOISTURE AREAS) z 103A T-0" x 8'-0" 1 3/4" PS WHITE MAPLE CLEAR Right ALPHA ANODIZED ALUMINUM 4 7/8" - LEVER / CLOSER SCHLAGE 626 BRUSHED CHROME ALX10S 3 103A 3: (NOTE: FOR PRICING OF ALL MOHAWK PRODUCTS CONTACT: 104 3'-0" x 8'-0" 1 3/4" PS WHITE MAPLE CLEAR Right ALPHA ANODIZED ALUMINUM 4 7/8" LEVER / CLOSER SCHLAGE 626 BRUSHED CHROME ALX10S 3 104 W v o BETH GISH (503) 704-4168 or STEPHEN DELONG (971) 201-0458 105 3IZT '-0" x 8'-0" 1 3/4" PS WHITE MAPLE CLEAR Left ALPHA ANODIZED ALUMINUM 4 7/8" - LEVER / CLOSER SCHLAGE 626 BRUSHED CHROME AL53PD 4 105 0— a a 106 T-0" x 8'-0" 1 3/4" PS WHITE MAPLE CLEAR Left ALPHA ANODIZED ALUMINUM 47/811 LEVER / CLOSER SCHLAGE 626 BRUSHED CHROME ND53PD 3, 6 106 2021 .08.18 PORCELAIN TILE: (EXISTING - FOR REFERENCE ONLY) 107 3'-0" x 8'-0" 1 3/4" ETR ETR Left ETR ETR 4 3/4" LEVER / CLOSER ETR ETR ETR - 107 POT-1 CROSSVILLE, EMPIRE SERIES 14" x14" VS87 EMPRESS SILVER UP (FLOOR FIELD TILE) PERMIT SET POT-2 CROSSVILLE, EMPIRE SERIES 14" x14" VS87 EMPRESS SILVER PO (WALL TILE) 108 3'-0" x 8'-0" 13/4 ETR ETR Right ETR ETR 4 3/4" LEVER / CLOSER ETR ETR ETR 108 POT-3 CROSSVILLE, EMPIRE SERIES 2 %" x 2 '/" VS85 GENERAL'S GREY PO (ACCENT DIAMONDS) 109A T-0" x 8'-0" 13/4" PS WHITE MAPLE CLEAR Right ALPHA ANODIZED ALUMINUM 43/411 -- LEVER / CLOSER SCHLAGE 626 BRUSHED CHROME ND10S 109A REVISION GTA LATICRETE #24 NATURAL GREY (1) or HYDROMENT MISTY GREY H144 110 3'-0" x 8'-0" 13/411 PS WHITE MAPLE CLEAR Right ALPHA ANODIZED ALUMINUM 4 7/8" -- LEVER /CLOSER SCHLAGE 626 BRUSHED CHROME ALX10S 3 110 111 T-0" x V-0" 11/2" - ETR ETR Right ETR ETR 5" -- LEVER/ LOCK/ CLOSER ETR ETR ETR 1 111 1 . 2021.09.17 BASE 112 T-0" x 8'-0" 1 3/4" PS WHITE MAPLE CLEAR Right ALPHA ANODIZED ALUMINUM 4 7/8" -- LEVER/ CLOSER SCHLAGE 626 BRUSHED CHROME ALX10S 5 112 3. RF 2. FLEXCO 4" FLAT RUBBER BASE, 071 BLACK/ BROWN, AT ALL CARPET AREAS. g RC FLEXCO 4" COVE RUBBER BASE, 071 BLACK/ BROWN, AT ALL HARD SURFACES. 113 T-0" x V-0" 13/4" PS WHITE MAPLE CLEAR Left ALPHA ANODIZED ALUMINUM 4 7/8" -- LEVER / CLOSER SCHLAGE 626 BRUSHED CHROME ALX10S 5 113 3. 114 3'-0" x 8'-0" 13/4" PS WHITE MAPLE CLEAR Right ALPHA ANODIZED ALUMINUM 4 7/8" -- LEVER/ CLOSER SCHLAGE 626 BRUSHED CHROME ALX10S 3 114 4• PAINT: 115 3'-0" x V-0" 1 3/4" PS WHITE MAPLE CLEAR Left ALPHA ANODIZED ALUMINUM 4 7/8" -- LEVER/ CLOSER SCHLAGE 626 BRUSHED CHROME ALX10S 3 115 5. PT-1 MILLER 110-4-10 ACRO PURE ULTRA-LOW VOC 0017 LUNA MOON, SATIN LATEX. PT-2 MILLER NOT USED AT THIS TIME 116 3'-0" x 8'-0" 1 3/4" PS WHITE MAPLE CLEAR Right ALPHA ANODIZED ALUMINUM 4 7/8" -- LEVER/ CLOSER SCHLAGE 626 BRUSHED CHROME ALX10S 3 116 6. PT-3 MILLER 130-1-05 PERFORMANCE PLUSS - FLAT - MIX IXX79W (WAREHOUSE WALLS) 117 T-0" x 8'-0" 1 3/4" PS WHITE MAPLE CLEAR Left ALPHA ANODIZED ALUMINUM 4 7/8" LEVER / CLOSER SCHLAGE 626 BRUSHED CHROME ALX10S 3 117 7, LAMINATE: (EXISTING - FOR REFERENCE ONLY) 119A T-0" x 8'-0" 1 3/4" PS WHITE MAPLE CLEAR Left ALPHA ANODIZED ALUMINUM 6" - LEVER / CLOSER SCHLAGE 626 BRUSHED CHROME ND10S - 119A g PLA FORMICA 5882-58 CITADEL WARP ALL FACES 119B T-0" x 9'-0" 1 1/2" ETR ETR Right ETR ETR 4 3/4" - LEVER / LOCK / CLOSER ETR ETR ETR 2 119B PL-2 FORMICA 6920-58 MINERAL SPA COUNTER, B.S. AND SELF-EDGE. 120A T-0" x 8'-0" 13/4" PS WHITE MAPLE CLEAR Left ALPHA ANODIZED ALUMINUM 43/411 - LEVER / CLOSER SCHLAGE 626 BRUSHED CHROME ND53PD 1, 2 120A DRAWN BY: CAB PULLS REPLACE EXISTING WITH 626 SATIN CHROME 1208 T-0" x 9'-0" 1 1/2" ETR ETR Right ETR ETR 4 3/4" - LEVER / LOCK/ CLOSER ETR ETR ETR 12 120B M.W.N. DOORS, HARDWARE AND FRAMES NOTES: FINISH 3 X 8 PS WHITE MAPLE - CLEAR FINISH 1. EXISTING STOREFRONT DOOR AND HARDWARE TO REMAIN. MFGR PACIFIC ARCHITECTURAL WOOD PRODUCTS, INC. 2. EXISTING HOLLOW METAL DOOR AND HARDWARE TO REMAIN. ADDRESS 714 NE 55TH AVENUE, PORTLAND, OR 97213 3. T-0"FULL HEIGHT SIDELIGHT CONTACT DICK MARSH PHONE: (503) 284-0024 FAX: (503) 284-0107 4. V-o"FULL HEIGHT SIDELIGHT 5. 2'-0"FULL HEIGHT SIDELIGHT 6. PREP DOOR AND FRAME FOR ELECTRONIC CARD READER AND ELECTRIC STRIKE. A� 3 HARDWARE 626 SATIN CHROME FRAMES CLEAR ANODIZED CONTRACTOR TO PROVIDE ROLLER BLINDS AT ALL EXTERIOR GLASS. DETAIL GENERAL NOTES: 400, 2' ARC 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. 8" MAX. 8" MAX. u' \ MICHAEL AS SCHEDULED WIRE 16THWANG fil 2. FOR WALLS OVER 14'-0"TALL, USE 6005125-33 MTL. STUDS @ 16"O.C. UNLESS 8 AS SCHEDULED Lu' n CALLED OUT OTHERWISE IN DETAIL. USE 600T125-33 MTL.TRACK. LL 0 0 ` I� O LITE KIT WHERE SPECIFIED 3. ALL WALLS:ATTACH BOTTOM TRACK TO FLOOR WITH POWDER DRIVEN o o J 6„ FRAME TO MATCH DOOR z \ ANCHORS AT 24"O.C. g tMP02LA�n�D��OREGON o 4. IN WALLS WITH ACOUSTIC INSULATION, SET BOTTOM TRACK IN BED OF SEALANT. ROOF DECK , Q �I / 5851 OR BEAM z 5. FOR WALL FINISHES, FLOOR FINISHES AND WALL BASE TYPE, REFER TO x © " Z a w w � OF PROJECT FINISH SCHEDULE. \ POWDER DRIVEN ANCHORS SUSPENDED CLG ASSEMBLY ATTAARMCHED TOGRDT NG 2CLIP ` ` n � m UNATTACHED TO GRIARMSTRON BE C2 D , , aQ / \ PROJECT# 21510 N U TEMP GLASS STRUCTURAL SUPPORTING CALCS: ATTACHED WALL UNATTACHED WALL Z ADDITIONAL SWITCH LL Q GANG LOCATION w \ w 1. POWERS 0.300 HEAD (3/4" EMBED)0.145 SHANK DIAMETER o w0 z ¢ � j Q ALLOWABLE SHEAR=70 LBS �45" 8'MAX HANGER WIRE WI STRUT AND SPLAY co = HANGER WIRE WIRES PER CEILING BRACING DETAIL O w 2. 12'-0"TALL WALL WITH CODE REQUIRED 5 PSF MINIMUM LATERAL "' ti.`:"•; r'•:<b <stl:'' "`• ?�" i;; =z^ P`J.` ` • • POP-RIVET w rU WIND LOAD SHEAR=5PSF' 12'-0"/2=30 PLF \ LL Z (WIND) CROSS TEE MAIN BEAM CROSS TEE i 20 GA 3 5/8" METAL STUD BRACING ¢ U F OLu 3. ANCHORS AT 16"O/C "" TO ROOF STRUCTURE AT 10'-0" ELECTRICAL w ¢ / SHEAR= 30 PLF ' 16"/12"=40 LBS OC W/(2)#8 SHEET METAL o 0 0 0 0 0 0 0 0 0 JOX OUTLET OR w u�i 4. UNITY CHECK r SCREWS AT EACH END. BRACING � � � � � � � � '" -0eeeeeeee -' FIO 40 LBS/70 LBS =0.57< 1.0 OK f y TO BE PROVIDED WHERE DISTANCE FREE END FIXTED END(FULL 24" O = W 5. ANCHORS AT 24"O/C BETWEEN PERPENDICULAR INTERSECTING 7/8"ANGLE MOLDING TILE SECTION) w 0 SHEAR=30 PLF'24"! 12"=60 LBS WALLS OR HORIZONTAL BRACING POP-RIVET 2 TANGLE MOLDING '4 `00 o� / O BETWEEN WALLS EXCEEDS 12'-0"OC UNATTACHED THIS SIDE UNDERCUT DOOR AS r> v 6. UNITY CHECK EXPANSION JOINT � REOUIRED TO FlNISH CLEAR 60 lbs/70 lbs =0.86< 1.0 OK NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS"HEAVY DUTY". ALL WALL BASE Z co CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY Q 1 GENERAL NOTES 2 WALL BRACING DETAIL QCEILING SEISMIC JOINTS MOUNTING HEIGHTS r51 MOUNTING HEIGHTS 2 A-4 A 4 SCALE 3" = 1'-0" 1' SCALE 1/2" = -0" SCALE 1/2" = 1'-0" Q A-4 SCALE 1" = 1'-0" SCALE 3" = 1'-0" FLOOR AND/OR ROOF STRUCTURE 0 rn 20 GA 3 5/8" METAL STUD BRACING TO ROOF Z) X STRUCTURE AT 10'-0"OC TO BUILDING STRUCTUREARMSTRONG BERC2 CLIP (AS ALTERNATE MEANS J W O p LO 2'-0" 2'-O" ABOVE FOR WALLS LONGER THAN 12'-0"WITHOUT OF CONSTRUCTION FOR THIS PROJECT.) uJ U) d M r co INTERSECTION WALLS. FASTEN EACH END WITH AT LOCATIONS WHERE WALL EXISTING WINDOW WALL MULLION ADDITIONAL HANGERS AT ALL MAINS WITHIN 8"OF THE _ Z (1)#8 SHEET METAL SCREW CROSSES A CEILING'T',OR ACTUAL SHAPE AND SIZE MAY VARY PERIMETER Q (n Q N N FROM EXTRUSION SHOWN -� co Co RUNS DIRECTLY BELOW, FILL p I SOUND INSULATION 4'CENTERED GAP WITH COMPRESSIBLE APPROVED VERTICAL STRUT AT 12'-0"O.C. EA.WAY V � D_' M M BEGINING WITHIN 6'-0" OF THE PERIMETER OF EACH M OVER WALL FILLER STRIP. EXISTING CEILING SECTION. SEE STRUT DETAIL d LO LO SUSPENDED CEILINGGLAZING - - _ • -, ; ,,. STRUTS AT FIXTED EDGES NOT ATTACHED TO THE ,,;„ �:, '•_ BUILDING TO HAVE 4 WAY LATERAL BRACING FROM THE BLOCKING TYPICAL AT FASTENING POINTS. MAIN RUNNER TO THE BUILDING STRUCTURE ABOVE. _ MTL. STUDS. 3/16"x 1 p " BLACK FOAM INSULATION TAPE 5/8"GYP. BIRD. BOTH SIDES m F ' •' rF 00 z2 J.'i' Q) g CENTER LINE OF STUD RACO STYLE RECESSED REVEAL r w = TRACK, CONCEPT WALLS#1-487RDT a ` CENTER ON WINDOW MULLION AND SECURE ALL HANGERS TO C1 r%. BLDG. STRUCTURE ORA OLL ° SECURED BY GYP BOARD. NO SCREWS 8" TRAPEZE FOR DUCT 3-1/2" BATT INSUL. IN SOUND ATTENUATION WALLS %'- >�` =' IN WINDOW WALL SYSTEM ALLOWED MAX AND/OR PIPE WORK :.� clf v EXISTING WINDOWSILL 6'-T MAX COUNTECROSS MEMBERS F MORE THANPE6 OUT OF }. BOTTOM TRACK. > "% v' WALL STUD FLUSH WITH WINDOW SILL BETWEEN MAIN PLUMB RUNNERS MAIN RUNNERS AT 4'-0" µ`. SMOOTH FIN. GYP BD. OVER O.C. SUPPORT WITH#12 FINISH FLOOR-TOP OF SLAB METAL STUDS WIRE AT 4'-0" O.C. OR WITH .:r #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 6 WALL SECTION WITH SOUND INS. 7 WALL BRACING DETAIL WINDOW CLOSURE AT MULLION CEILING BRACING DETAIL A-4 SCALE 1" = 1'-0,, A 4 SCALE 6" = 1'-0" A-4 SCALE 3" = 1'-0" A-4 BLDG. FLOOR OR ROOF STRUCTURE 3 U SEALANT IN 1/2" SPACE, EA SIDE. U) w DEFLECTION CHANNEL 4 3-1/2" BATT INSUL. MTL. STUDS. TYPICAL STUD v J 0 Q IPA IL AT NEW WALLS WITH W ... SUSPENDED CEILING TYPICAL TRACK of VJ INSTALL STUDS WITH .� 5/8"GYP. BD. SAME DIMENSION (10" ; •. BOTH SIDES SCREW ATTACHED MIN.) FOR BRIDGING ALIGNMENT l CENTER LINE OF STUD LU z = --� U F- a. w e^".�� POWDER DRIVEN W w = �� �'•. �� r ANCHORS AT 24"O.C. Q U w itU) C,4 (n Ow ,% (1)#10-16 SCREW W CV PER STUD FLANGE n/ Z BOTTOM TRACK O m WO SEALANT IN 1/2"SPACE, EA SIDE. ACOUSTIC INSULATION, FINISH FLOOR-TOP OF SLAB SET STUD TRACK IN A I.I. c Z CONTINUOUS BED OF SEALANT U.N.O. �� W U) 11 OFFICE TO WAREHOUSE SEP. WALL 12 WALL BASE DETAIL . . U aA0 A-4 SCALE 1" = 1'-0" A-4 SCALE 3" = 1'-0" 2021 .08.18 PERMIT SET REVISION BLDG. FLOOR OR ROOF STRUCTURE 1• SEALANT IN 1/2" SPACE, EA SIDE. 2' DEFLECTION CHANNEL 3. BATT INSUL. 4. MTL. STUDS. 5. 5/8"GYP. BD. BOTH SIDES SCREW ATTACHED 6. z = 7. c� aw 8. w = U) O DRAWN BY: M.W.N. CENTER LINE OF STUD BOTTOM TRACK SEALANT IN 1/2"SPACE, EA SIDE. FINISH FLOOR-TOP OF SLAB A�4 16 FULL HEIGHT WALL A-4 SCALE 1" = 1'-0"