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Plans (12) BU P2018-00303 VVESTLAKE CONSULTANTS TI LnS . .t 15 RECEIVED ARCHITECTS 15115 sw s 150 720 NWDavis503221e uo a I Suite 300 503 221.2077 171 CITY OF TIGARD BUILDING DIVISION Portland OR 97209 www.Irsarchitects.com T • d 3 OR 97224 PERMIT SET . 10 . 31 . 18 ar PROJECT DIRECTORY PROJECT SUMMARY CODE SUMMARY MICHEUE C SIAgrr . rzl• el (SEE EGRESS PLAN BELOW) IV.ADA ACCESSIBILITY UPGRADES: POITII.3 I.GENERAL INFORMATION: UPGRADES REQUIRED: 7. SURVEY EXISTING CONDITIONS OF ENTIRE FLOOR THAT PROJECT OCCURS,AND PROVIDE NOT LESS THAN ONE REQUIRED EXITS PER SECTION 1015 • • BUILDING OWNER PROJECT NAME: WESTLAKE CONSULTANTS T.I. 1.VERTICAL GRAB BARS AT ACCESSIBLE WATER CLOSETS APPROVED FIRE EXTINGUISHER WITH RATING OF NOT LESS THAN 2A 10BIC FOR EACH 1,500 S.F.OF FLOOR AREA OR PROJECT ADDRESS: 15115 SW SEQUOIAPKWY ALL OTHER ELEMENTS IN THE ALTERED AREA HAVE BEEN UPGRADED FRACTION THEREOF. TRAVEL DISTANCE TO AN EXTINGUISHER FROM ANY PORTION OF THE BUILDING SHALL NOT PORTIAMO,OREGON * SUITE tel -- ACCORDING TO THE ACCESSIBILITY UPGRADES LIST AS OUTLINED IN OSSC 3411- EXCEED 75 FEET. PROVIDE FIRE EXTINGUISHER IN ACCORDANCE WITH CURRENT CODES. PROVIDE NEW FIRE OCCUPANCY SPRINKLERED OCCUPANCY LOAD REQUIRED PROPOSED 1I�, PACTRUST CONTACT PERSON: TIGARD,OR 07224 EXTINGUISHER AT ALL EXISTING CABINETS WHERE MISSING. ALL REUSED EXISTING FIRE EXTINGUISHERS ARE TO BE 6355 15350 SW SEQUOIA PKWY, MAP/TAX LOT: R2006642 INSPECTED AND/OR RECHARGED.AS NECESSARY,JUST PRIOR TO SUBSTANTIAL COMPLETION. LEVEL 1 RON TESCH PROJECT DESCRIPTION TENANT IMPROVEMENT TO THEIR EXISTING V.BUILDING STANDARDS: f� SUITE 300 rtesch actrustc.com OFFICE SPACE.REDUCING OFFICE SIZES,SPACE PLANNING FOR 1. BUILDING IS FULLY SPRINKLERED(NFPA 13). MAKE CODE MINIMUM CORRECTIONS AS REQUIRED PER NEW PLAN. VI.OREGON E ERGY Ef F�C�F�f'�T§np L CODE TIGARD, OR 97224 ©p RECEPTION,CONFERENCE ROOMS,BREAK ROOM AND WORK ROOM. 2. IN BUILDINGS WITH EXISTING SMOKE DETECTORS:PROVIDE CODE MINIMUM CORRECTIONS AS REQUIRED.SMOKE 1- EXTERIOR ENVELOPE:NO CHANGE TO EXISTING ENVELOPE.IF EXISTING EXTERIOR WALLS.CEILING,OR ROOF B Y 185 3 4 pactrust.Com NO EXITING CHANGES- DETECTORS TO BE TIED TO THE BUILDING ALARM SYSTEM. CAVITIES BECOME EXPOSED DURING THE ALTERATION,THEN CAVITIES ARE TO BE INSPECED FOR THERMAL ----- TINSYSTEM:REQUIRED.IF A SYSTEM DOES NOT EXIST,DO NOT ADD ONE. 2. INTERIOR LIGHTING.PROPOSED NEW INTERIOR LIGHTING IN COMPLETE COMPLIANCE WITH OECSC. 2012 INTERNATIONAL BUID NG CODE(IBC) 4. PROVIDE EMERGENCY EGRESS LIGHTING FOR THE EGRESS PATH IN ALL PUBLIC AND TENANT SPACES.MINIMUM 3. EXTERIOR LIGHTING:NO CHANGE TO EXISTING EXTERIOR LIGHTING. 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) INTENSITY SHALL NOT BE LESS THAN 1 FOOTCANDLE AT FLOOR LEVEL ALONG THE ENTIRE LENGTH OF THE PATH 4. MECHANICAL:UPGRADES TO EXISTING SYSTEMS FOR ROOM RELOCATIONS. MINIMUM DISTANCE ALLOWED PER EXITS PER 1015.2.1 2014 OREGON MECHANICAL SPECIALTY CODE(OMSC) CONNECT TO BUILDING ELECTRICAL SYSTEM. ACCORDING TO SECTION 101-4,DURING A BUILDING ALTERATION,RENOVATION OR REPAIR,ALL EXISTING UNALTERED 2014 OREGON FIRE CODE 5. PROVIDE EXIT SIGNAGE EXIT SIGNAGE SHALL BE CONNECTED TO BUILDING POWER SUPPLY WITH BATTERY BACK-UP PORPORTIONS OF THE BUILDING AND BUILDING SYSTEMS SHALL REMAIN UNCHANGED AND IN COMPLIANCE WITH OEESC. - -- - - 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) FOR MIN 1-1/2 HOUR DURATION. OCCUPANCY SPRINKLERED REQUIRED PROPOSED TENANT 2014 OREGON PLUMBING SPECIALTY CODE(OPEC) 6. PROVIDE CODE MINIMUM FIRE ALARM CONNECTIONS AS REQUIRED. 2014 OREGON ELECTRICAL SPECIALTY CODE(OESC) - WESTLAKE CONSULTANTS CONTACT PERSON: III,BUILDING STANDARDS: B Y 51'-0" 121'-0" 15115 SW SEQUOIA PKWY; JUDI HANEY BUILDING TYPE: III-B SUITE 15 BUILDING OCCUPANCY: B EXIT ACCESS TRAVEL DISTANCE FROM MOST REMOTE POINT PER TABLE 1016.2 TIGARD, OR 97224 JHaney@westlakeconsultants.com westlakeconsultants.Qom TOTAL TENANT OCCUPANT LOAD:188 _ — - EGRESS PLAN LEGEND OCCUPANCY SPRINKLERED REQUIRED PROPOSED T: 503.684.0652 FEC FIRE EXTINGUISHER(EXACT LOCATION TO BE DETERMINED BY FIRE B Y 300'MAX 88'-1 0" MARSHALL) ARCHITECT S Y 300'MAX 72'-0" (X Occ) ROOM OCCUPANT LOAD(OR TOTAL FLOOR OCCUPANT LOAD)PER SECTION 1004, LRS ARCHITECTS CONTACT PERSON. �1 EXIT SIGN W/INTEGRATED DIRECTIONAL ARROW WHERE OCCURS AT 720 NW DAVIS, STE 300 AMALIA MOHR ALL EXITS,EVERY 100'IN CORRIDORS,AND IN SPACES WHERE 2 MORE COMMON PATH TRAVEL DISTANCE FROM MOST REMOTE POINT BEFORE 2 WAYS PROVIDED PER BID ALTERNATES TES ARE REQUIRED PER SECTION 1SEE ELESIGN IGN) DRAWINGS.(W! TABLE 1014.3 PORTLAND, OR 97209 Amohr@Irsarchitects.com POCHE INDICATING"EXIT"TEXT SIDE OF SIGN.)SIGNS SHOWN IN www.Irsarchitects.com CORRIDORS ARE CEILING HUNG.SIGNS SHOWN ON WALL ARE WALL OCCUPANCY SPRINKLERED REQUIRED PROPOSED T: 971.242.8174 4 E REQUIRED EXIT AND EXIT EGRESS DIRECTION ACCUMULATIVE NUMBER — AA POWDER COAT EXISTING FILE CABINETS UNDEARNEATH ISLAND IN COPY ROOM 118, COLOR TBD. OF OCCUPANTS SERVED WITH EGRESS DIRECTION AT ARROW BB PROVIDE LVT-1 IN LEUI OF SC WHERE NOTED IN PLANS. LOCATION.(DESIGNATED WHERE(2)MEANS OF EGRESS ARE LEVEL 1 CC REFINISH EXISTING UPPER AND LOWER CABINETRY IN COPY ROOM 118 WITH PLASTIC LAMINATE,COLOR TBD REQUIRED PER TABLE 1004.1 1) GENERAL CONTRACTOR UO UNOCCUPIED B Y 100 11' 0" BROCKAMP &JAEGER, INC CONTACT PERSON: 15796 S BOARDWALK ST ANDY PATTON OREGON CITY, OR 97045 AndyP@brockamp-jaeger.com DOOR EGRESS CODE TAG 217071 CCB #30 brockamp-jaeger.com T: 503.655.9151 OCCUPANT LOAD WES TLA KE Ell 131011 DRAWING INDEX PLUMBING FIXTURE COUNT REQUIREMENTS WIDTH PROVIDED CONSULTANTS TI WIDTH REQUIRED •NEST NUMBER SHEET NAME J(PER TABLE 2902,10) CS COVER SHEET 51 5 SW Sequoia A100 PACTRUST STANDARDS WATER CLOSETS LAVATORIES A100i GENERAL NOTES&ACCESSIBILITY REQUIREMENTS LEVEL OCCUPANCY FIXTURES Pkwy Suite 150 AD201 DEMO FLOOR PLAN T A201 FLOOR PLAN — MALE FEMALE MALE FEMALE / j^ A0401 DEMO REFLECTED CEILING PLAN • Tigard d OR 9 7224 A401 REFLECTED CEILING PLAN _ A701 DOOR SCHEDULE&TYPES 1 B REQ 3 I 3 2 2 __..... r AB00 INTERIOR FINISH LEGEND — IA801 ANTERIOR FINISH PLANS PROP 3 I 3 I 2 2 46 IIA850 FURNITURE&POWER PLAN - — IA860 ENLARGED PLANS&ELEVATIONS REQ 1 UNISEX 1 S 1 UNISEX 36'36' (3 OCC) (3 OCC) (2 OCC) ffA870 INTERIOR ELEVATIONS I IA914 SUSPENDED CEILING REQUIREMENTS SEISMIC DESIGN CATEGORIES D,E&F PROP 1 UNISEX 1 1 UNISEX JI. A920 'INTERIOR DETAILS _ (Q) 1A980 'INTERIOR CASEWORK DETAILS • IN U U -I II i • ..INIF I 0 1 , DEFERRED SUBMITTALS GENERAL NOTES `\ 2 occ I- `r,� 1— ® II (4 Occ) 4 OFFICE COPY ( ) 0 II O a U 0 II 36"36" • 4-. THE SITE PLAN AND SUITE LOCATION PLAN ARE FOR REFERENCE ONLY.SEE ALL OTHER SHEET PLANS FOR CONTRACT DOCUMENT INFORMATION-THE PROEJCT I CITY Ot? TIGARD ELECTRICAL SYSTEMS I lel 1 1 i' MECHANICAL SYSTEMS SUMMARY IDENTIFIES SOME SPECIFIC OSSC REQUIREMENTS BUT IS NOT INTENDED TO LIST ALL OSSC REQUIREMENTS. �.,_ PLUMBING SYSTEMS 0 • — I fl OCCUPANCY —�_ — REVIEWED FOR CODE COMPLIANCE LOW41) VOLTAGE SYSTEMS 74S —1 % I SPRINKLER SYSTEMS fr \ ,;---•-, d FEC 't Approved: I \� OTC: O FIRE ALARMS I z 194 SF/ 15 SF ( ) ( ) ( ) -J (13 Occ ( ) Q � \cc 2 Occ 2 Occ u Permit #: /7,/A449/7 it (7)n 3r I x Occ 1 -` O (2 cc) ;I� Address: wV ro / J LJ op Ii - 1 Suite#: I ) • co 72.'36" ---- -_---- 'I I\ 1884 SF/ 500 SF By: 47 . �� UO ,�; FEC [ J 135 IS; 1 15 5F (4 Occ) Date: �o-� 11 - 15115 SW SEQUOIA PKWY "� ~ x ��s •; } r - Y` : , f 223OccS SF'' 1 .. r \5'68F! 15 SF —(10 occ) co f ce :I a (.# (15 8 Occ) — • • v G ., Carter Grs+ ) I UO ��-- — 8an8s Rd C U0 .... t £W Bonita Rd i p 1 Bonita Rd s'. : ' " 1 i. t I t ) {7a f Hunt Club r ' .1.V.44:•: t U0 \ 2 OCC DRAWN BY: KAL ty 21 1 QTraderJoes r eI - — — � I DATE ISSUED Y. _,,_ .. „ I 4 I "�. PERMIT SET 10 31 18 ael GeoPacific oGR } :-...:.'.. .1-"' i F I I I.i :r,,JJ I L, 72; \ 7 i S OCCUPANCY — — — —Ai LL METZGER Engineering ,.:,IncInC Burma Rd LAKE '�`-ii'K�'stH:3y " j „3 w ,O,' \ T , --- - --------- - - -- _.__. o "* _` (1 Occ) (1 Occ) 1,-i I �i 'a sw srak.... -e 5: _ -- ., i - *-4.:_ �'n_.�. _ (2� ) - ----- - f Sw G.ardi��nr -' _ - ) a a • 1. �I i \\ (2 OCC Westlake Consultants Inc. '' I , cp p�s, 34o SF/ 15 SF _ ' to occ II VALIDITY OF PERMIT R a5 inner-College �- (23 occ) - THE ISSUANCE OFA PERMIT y I I� a We tla .e tS , I d� \ Matas Recruiting ;/?' SW Kenton Dr Oregon Business Park I11 • &Stafrirlg,INC. v t ,r 2 OCC \ 1 OCC) 1 OCC ( ) ( ) ( ) BASED ON CON57FiUC710N 3 1"_ , DOCUMENTS, s� a� a •IE ND 0 0 \ LJ9_11 I AND OTHER I �� ' L -- (1 Occ) (1 OCC) (4 Occ) DATA CODE LOFL OT PREVENTAL FROM P S $$$ 1 REQUIRING THE CORRECTION )n Oe SA i rfarrin,on Ave Y.' . } ' _._ w-•. 1 , �{�I I N. - - •I jilt, F—��I _ \ _ II OF ERRORS. OSSC 105.4 pacifi Q �)m m SW SevSile Rd @- - ® • I --- \ 1.f Ill i. sWgQnds, J' 'r _S1 46 W aldx St i~ • • e 06'136' L t 1n Water Services warrtinar«,c y I (2 OCC) (3 OCC) (2 Occ) — — 1am Wastewater-.. *1'.' + s r; (� } ,,k ► 4 1 �;L'J•P@dvllOO�Lr1 Siv F2ethi,oOd j�7_rte . .•, 46 SHEET: Q N N 36"36' N 0 r.: coOD El) (1131 VICINITY MAP SITE PLAN CODE PLAN CS a NOT TO SCALE CITY OF TIGARD PERMIT SET Approved by Planning o PLAN NORTH PLAN NORTH PLAN NORTH LRS Architects,Inc.(32018 Date: I (y-)i-I Initials: Sc.- .. . __,. 11111 II J ■�`I 01 00 00 GENERAL DATA 2. FRAME: 16 GAUGE,GALVANIZED METAL WITH WELDED CORNERS,2"FACE DIMENSION,5/8"INTEGRAL SPAL-PRO RS 88.VERIFY COLOR THE ARCHITECT PRIOR TO INSTALLATION 18.JANITOR-FIBERGLAS REINFORCED PLASTIC(F.R.P.)WAINSCOT 48"H(SEE PLANS IF REQUIRED). 7. HVAC UNITS EQUAL TO OR GREATER THAN 5-TONS TO HAVE DUCT SMOKE DETECTORS AND BE CONNECTED ___ _,F GENERAL REQUIREMENTS STOP,RUST INHIBITIVE PRIMER. 2. AT WAREHOUSE CONDITION,FILL ALL CRACKS,EXPANSION JOINTS AND OTHER DEFECTS WITH SPAL-PRO RS 21 00 00 FIRE SUPPRESSION : DESIGN/BUILD TO A MONITORING STATION WITHIN THE BUILDING. 3. HARDWARE: 1'/2 PAIR,4'/:X 4'//BALL BEARING BUTTS WITH NON-REMOVABLE PINS,SCHLAGE ND53PD RHODES 2000 WHERE INDICATED ON FLOOR PLAN. 8. ROOF TOP UNITS SHALL BE PLACED 24'MINIMUM FROM ROOF EDGE TO CENTER OF UNIT. MULTIPLE UNITS 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE OREGON ENTRANCE LOCK WITH 5-PIN C-KEYWAY KEYED TO PACTRUST BLUE KEY,SURFACE MOUNTED CLOSER,TOP 1. PROVIDE SPRINKLERS THROUGHOUT SPACE AS REQUIRED BY CODE. SPRINKLER HEADS SHALL BE SHALL BE PLACED SYMMETRICALLY IN A LINE BASED ON LOAD CALCULATIONS BY STRUCTURAL ENGINEER. - STRUCTURAL SPECIALTY CODE,AND ALL OTHER STATE OR LOCAL CODE REQUIREMENTS THAT APPLY. DRIP,BOTTOM SWEEP,LOCK GUARD,AND THRESHOLD. ELECTRICAL ROOM USE VON DUPRIN 35A-NL EXIT RIM 09 6519 RESILIENT FLOORING-SHEET VINYL FLOORING CENTERED IN 2 X 2 CEILING TILE.LAYOUT OF SPRINKLERS BY CONTRACTOR. SPRINKLER LAYOUT IN ALL HARD �-.. - 2. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND DEVICE WITH NIGHT LATCH EXTERIOR TRIM. HARDWARE FINISH SATIN CHROME(US26D). 1. SEAL THE EDGES OF THE SHEET VINYL FLOORING TO THE CONCRETE FLOOR WITH A CONTINUOUS BEAD OF CEILING AREAS(GYPSUM BOARD/PLASTER)TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO 9. CURBS: 14"HIGH CURBS. ASSEMBLED AND LEVELED TO ROOF,ANCHORED TO STRUCTURAL MEMBERS NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. 09 00 00 FINISHES APPROVED SEALANT. SET THE 4'VINYL COVE BASE INTO A FRESH BED OF SEALANT TO SEAL THE BASE Tq INSTALLATION. BELOW ROOFING. A R C H I T E C T 3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING THE SHEET VINYL. MITER THE CORNERS AND APPLY A BEAD OF SEALANT TO SEAL THE JOINT. 2. IN NEW CEILING GRID SYSTEMS OVER 144 SF PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC a. PROFESSIONALLY ROOF IN ALL CURBS AND PENETRATIONS BY PACTRUST APPROVED ROOF CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OFA PROPOSAL SHALL BE CONSIDERED GENERAL 09 65 19 RESILIENT FLOORING-VINYL COMPOSITION TILE MOVEMENT. NO"OOPS RINGS ALLOWED". CONTRACTOR. SEE DIVISION 1 GENERAL NOTES THIS PAGE. CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE 1. CLEAN,SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS. 1. FINISH FLOORING TO EXTEND UNDER CASEWORK. 22 00 00 PLUMBING: DESIGN/BUILD b. UNIT MUST BE LEVEL,SEALED WITH NO AIR LEAKS AND COUNTER FLASHED, 720 NW DaVIS 503.221.1121 THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. 2. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: 2. INSTALL TILES IN QUARTER TURN PATTERN. GENERAL REQUIREMENTS c. CONDENSATE MUST BE TRAPPED AT UNIT. Suite 300 503 221.2077 D 4. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE a. FLOOR COVERINGS,BASE AND TRANSITION STRIPS 09 91 23 PAINTING 1. CONTRACTOR TO SUBMIT LAYOUT ON ELEVATIONS AND PLANS PROVIDED FOR ALL SHUT OFF VALVES,CLEAN 10.SEISMICALLY ATTACH UNIT TO CURB IN CODE-APPROVED METHOD. EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK Portland OR 97209 WWW.irsarchitects.corn DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO b. PLASTIC LAMINATES INTERIOR: OUTS,ACCESS DOORS,AND FLOOR DRAINS TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 11.INSTALL SPRING ISOLATORS AT HVAC UNITS INSTALLED AT OFFICE AREAS WHERE CEILINGS ARE EXPOSED TO ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE c. ALL NATURAL WOOD(INCLUDING DOORS AND CASEWORK) 1. WALLS: 2. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL(1)MASTER SHUT OFF VALVE FOR EACH SET OF THE ROOF STRUCTURE. LEFT IN THE TENANT SPACE AS NOTED ON PLANS),CLEANING AND ALL PREPARATION OF SUBSTRATE RESTROOMS. LOCATE VALVE BEHIND HANDICAP WATER CLOSET IN MEN'S TOILET ROOM. 12.ALL GAS PIPING SHALL BE STANDARD BLACK STEEL PIPE W/SUPPORTS PER CODE. PIPING SHALL BE RUN SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. d, PAINT a. PRIME NEW DRYWALL WITH MILLER'S HIGH-BUILD"SUPER SEAL"PRIMER. 3. ALL DOMESTIC WATER PIPING Tq BE TYPE LCOPPER-NO EXCEPTIONS. ALL JCPOSED PIPING TO BE INSIDE OF BUILDING W/LEAD FLASHINGS AT ROOF PENETRATIONS. LEAD ROOF JACKS TO BE SEALED AND 5. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING e. TILE,MARBLE,GRANITE,STONE,GROUT AND SCHLUTER TRIMS b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER'S INSULATED. CLAMPED(STAINLESS STEEL WORM GEAR). STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS f. TOILET PARTITIONS 120-4-XX WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER'S 170-5-XX S/G 4. WATER NEATER(ELECTRIC)30 GAL AND LARGER 277V LESS THAN 30 GAL 120V. PROVIDE HUB DRAIN AT 13.ALL EXISTING AND NEW GAS PIPING EXPOSED TO THE EXTERIOR TO BE PROTECTED FROM RUST AND INTENTION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. LATEX ENAMEL. CORROSION WITH OIL BASED PAINT COLOR GREY HARDWARE LOCATION FOR BLOW OFF. ( )• 6. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. g• 2. DOORS AND FRAMES: 14.LOW VOLTAGE IN SEALTITE CONDUIT FROM BELOW ROOF LINE DIRECT TO UNIT. DO NOT EXCEED BEND 3. FINISH FLOORING TO EXTEND UNDER ALL NEW CASEWORK. 5. POINT OF DEMAND WATER HEATER-BOSCH POWER STREAM PRO-MODEL RP2P 277V/30A. ADJUST WATER LOWUS LT MANUFACTURER'S NDUIT FRE. 7. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET"WALK-OFF MATS"TO PROTECT EXISTING a. NEW HOLLOW METAL-PRIME,SAND,AND FINISH WITH TWO COATS OF SEMI-GLOSS OIL.SPRAY OR FLOW SETTING TO PROVIDE A HEATING RANGE OF 105 TO 120 DEGREES. CONTACT MESHER SUPPLY FOR 4. PROVIDE A TRANSITION STRIP WHERE EVER TWO DIFFERENT FLOOR MATERIALS MEET CARPETS. ROLLED APPLICATION. AVAILABILITY,(503)236-4148. 15.ECONOMIZER TO MEET CODE AND AS FOLLOWS: 8. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. PATCH AND REPAIR ROOF AND 5. PROVIDE SCHLUTER METAL TRIM AT ALL EXPOSED EDGES OF TILE(EXCEPT AT BLUENOSE EDGE)OF TILE b. EXISTING HOLLOW METAL-SAND,FILL IMPERFECTIONS WITH BONDO,SAND AND PRIME PATCHES WITH 6. FLOOR DRAINS SHALL BE INSTALLED IN TOILET ROOMS CONTAINING TWO(2)OR MORE WATER CLOSETS OR 2 a. 6 TONS AND ABOVE MUST HAVE ECONOMIZER. ROOF MEMBRANE TO MATCH THE EXISTING ROOF. (CERAMIC,QUARRY OR PORCELAIN) ALKYD PRIMER,AND FINISH WITH SEMI-GLOSS OIL ENAMEL.SPRAY OR ROLLED APPLICATION OR MORE WATER CLOSETS AND URINALS IN COMBINATION. THE FLOOR SHALL SLOPE TOWARD THE FLOOR �� 1) 9. ALL ROOF WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING COMPANIES. APPROVED 09 21 00 GYPSUM BOARD c. WOOD-PRIME WITH ALKYD OIL UNDER-COATER,SAND,FILL ALL FASTENING HOLES WITH PAINTER'S DRAIN. b. BAROMETRIC RELIEF ON 5-7 1/2 TON UNITS. COMPANIES INCLUDE: GENERAL PUTTY,CAULK ALL CRACKS IN CASINGS AND BETWEEN JAMBS AND WALLS USING DAP LATEX CAULK, 7. FLOOR DRAINS TO BE INSTALLED WITH PRIMER VALVE WITH ISOLATION VALVE. NO ATMOSPHERIC c. 8 TONS AND ABOVE MUST HAVE POWER EXHAUST. a. ARROW ROOFING, 503-460-2767 AND FINISH WITH SATIN OIL ENAMEL. PRIMERS. DRAINS TO BE PRIMED FROM TOILET FIXTURES UNLESS OTHERWISE APPROVED BY d. 1 1/2 THRU 4-TON OSA INTAKE WITH DAMPER. eT 1. ALL GYPSUM BOARD WALLS: ONE LAYER 518"TYPE X GYPSUM WALLBOARD,EITHER AT RIGHT ANGLES OR PACTRUST. PROVIDE A MIN.1Y x 12 ACCESS DOOR. !� �p d. WOOD-STAIN,SEAL AS REQUIRED,AND VARNISH WITH SATIN VARNISH. " 16.ALL UNITS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE REQUIREMENTS. T7t[I'F'��N>rif i� b. PACIFIC ROOFING,503-640-31fi3 PARALLEL TO FRAMING ON EACH SIDE OF METAL STUDS SPACED AT 24"O.C. FASTEN WITH 1"TYPES PLUMBING-REST ROOM FIXTURES{SINGLE OCCUPANCY} c. ROOF TOPPERS,360-574-7248 DRYWALL SCREWS 8"O.C.TO VERTICAL EDGES AND 12"O.C.TO TOP AND BOTTOM RUNNERS AND 3. CEILINGS: 17.DROP CANS TO BE SAME SIZE AS CURB OPENING AND TO EXTENDED TO WITHIN 2'OF SUSPENDED CEIILING. INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24"O.C.(OR ONE STUD SPACING), - 1. COUNTERTOP LAVATORY KOHLER K-2196-4,OR AMERICAN STANDARD RONDALYN MINIMUM 26 GAUGE FOR SUPPLY AIR. SEAL EDGES OF SUPPLY AIR. d. GOT YOU COVERED ROOFING,503-975-9136 EACH SIDE AND OPPOSITE SIDES.. a. EXISTING GYP BOARD/PLASTER SAND,SPACKLE ALL IMPERFECTIONS,SPOT PRIME AND FINISH TO O 10.KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS 2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WITH SANDING BETWEEN ACHIEVE UNIFORM COVERAGE WITH MILLER'S 6200 OR 4480. 2. WALL HUNG LAVATORY TOTO LT307A OR AMERICAN STANDARD 0356.115. 18.DISTRIBUTION DUCTWORK: AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. FINISH COATS(LEVEL 4 FINISH). APPLY USG SHEETROCK BRAND FIRST COAT. PAINT AS INDICATED. b. NEW GYP BOARD/PLASTER -PRIME WITH SUPER SEAL AND FINISH TO ACHIEVE UNIFORM COVERAGE 3. LAVATORY FAUCET-AMERICAN STANDARD,COLONY PRO 7075.104 SINGLE CONTROL,LESS POP-UP ROD& a. SPIRAL DUCT PERMITTED ONLY IF EXPOSED. WITH MILLER'S 6200 OR 4480. HOLE 11.PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO 3. ALL OTHER GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND ONE FINISH COAT WITH SANDING AFTER FINISH b. 26 GAUGE OR TO SMACNA STANDARDS WHERE DUCT IS CONCEALED ABOVE A CEILING. COMMON CORRIDORS AND STAIRS,BUILDING ENTRANCES,SUITE ENTRANCES,ETC. THE CONTRACTOR WILL COAT(LEVEL 3 FINISH). PAINT AS INDICATED. 4. GENERAL NOTES: 4. TOLET W/FLUSHOMETER-AMERICAN STANDARD AS 2234.015 AT NON ACCESSIBLE STALLS AND 3043-711 AT BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION a. KEEP ALL HARDWARE,HINGES,AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS,DRIPS,OR ROLLER ACCESSIBLE LOCATIONS. (SEDAN OPTIMA PLUS FLUSH VALVE 8111 1.6 PGF)or(AUTOMATIC FLUSHOMETER c. WRAP CONCEALED SUPPLY DUCTWORK IN NON-CONDITIONED AND SEMI-CONDITIONED SPACE WITH 4. IN FINISHED SPACES FURR-OUT BUILDING COLUMNS AND EXTERIOR WALLS WITH 5/8"GYPSUM BOARD OVER SLOAN REGAL 111 WC FLUSH VALVE 1.6 GBP WITH EBV-89-A OPTIMA SIDE-MOUNT OPERATOR) MINIMUM R4.2 INSULATION WITH FSK BARRIER. ACTIVITIES. METAL STUDS. SPRAY• d. HANGERS 12 GAUGE WIRE OR 18-GAUGE 1"WIDE STRAP. EXPOSED DUCT MUST HAVE ALL THREAD 5. TOILET FLOOR MOUNT TANK TYPE TOTO CST744EL(SL AT ADA STALL)OR KOHLER CIMARRON K3496. CONSULTANT: 12.RESTR E TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SMALL NOT USE BUILDING 5. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS STOREFRONT.QUIETJOINT SHH WHERE WALL b. ALL SURFACES TO BE SANDED BETWEEN COATS,PRIOR TO INSTALLATION OF NEXT COAT. HANGERS AND FULL DIAMETER STRAP UP TO 18"0. LARGER THAN 18"MUST HAVE SADDLE TYPE CLAMP. RESTROOM FACILITIES. MEETS MULLION AND QUIETJOINT SHG WHERE WALL MEETS GLAZING.COLOR SELECTED BY ARCHITECT. 6. TOILET SEAT: BEMIS 1955SSC OR OLSONITE 10SSCT e. BRANCH DUCTS SHALL BE PLUMB ANO SQUARE(NO OCTOPUS). TEES SHALL BE MAXIMUM OF 45 c. DURING PROGRESS OF WORK,KEEP JOB SITE CLEAN OF ALL PAINT MATERIALS,RUBBISH,CANS,ANp 13.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT 6. AT ALL EXISTING WALLS,REMOVE ALL NAILS,SCREWS,FASTENERS,ETC.LEFT BY PREVIOUS TENANT AND RAGS AT THE END OF EACH DAY. 7. AT BACK TO BACK TANK TYPE TOILET INSTALLATIONS USE MIN 3"VENT THROUGH ROOF. DEGREES. PRE-CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER PATCH HOLES READY FOR PAINT. d. UPON COMPLETION OF WORK,CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING 8. SHOWER STALL-COX ACCESSIBLE SHOWER MODEL#XS38BFFWAC-WHITE WITH ROUGH OPENING OF 38 1/4" COMMON BUILDING AREA BE USED FOR STORAGE. f. EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH. 7. REPAIR GYPSUM BOARD AT REMOVED ELECTRICAL RECEPTACLES OR DATA BOXES AND FINISH READY FOR AND SCRAPING,USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. WIDE BY 38"DEEP. 14.KEEP THE ROOF FREE OF DEBRIS(I.E.NAILS,SCREWS,BOTTLES,ETC.)AT ALL TIMES. g. ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN.24"ABOVE FINISH CEILING. PAINT e. PROTECT WORK OF OTHER TRADES. 9. SHOWER STALL-CDX ACCESSIBLE SHOWER MODEL#XS1483BFSB-WHITE WITH ROUGH OPENING OF 48 1/4" 15.ALL DIMENSIONS ARE TO FACE DF GYPSUM BOARD UNLESS OTHERWISE NOTED. 8. UPON REMOVAL OF WALL BASE,REMOVE RESIDUAL ADHESIVE AND PREP WALL TO PAINT READY CONDITION. f. PROVIDE"WET PAINT'SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES. WIDE BY 38"DEEP. 19.FLEX DUCT WILL BE NO LONGER THAN 6'FROM RIGID DUCT DOWN TO DIFFUSER. 16.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, WALL CONSTRUCTION MATERIALS 10.ADA SHOWER HEAD-HANSGROHE RAINDANCE SELECTS 120 AIR 3-JET HAND SHOWER WITH RAINDANCE 20.DIFFUSERS: ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. 10 00 00 SPECIALTIES UNICA S WALLBAR,36"-CHROME a. SUSPENDED CEILING SYSTEM(T-BAR)-PERFORATED FACE ADJUSTABLE CURVED BLADES-DESIGN 17.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. 1. PROVIDE STUDS,TRACKS,BRACING,FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE 1011 00 VISUAL DISPLAY SURFACES 11.PROVIDE FLOOR DRAIN AS INDICATED ON PLAN. TITUS PCS SUPPLY AND TITUS PAR RETURN OR APPROVED EQUAL. INSTALLATION. 18.CLEAN ADJACENT EXTERIOR AREA,I.E.WALKS,EXTERIOR GLASS,ETC. 1. PROJECTOR SCREEN: USE DA-LITE BOARDROOM ELECTROL,GLASS BEADED. SEE PLAN FOR SIZE. 12.SEALANT OF PLUMBING FIXTURES: b. GYPSUM BOARD CEILING;SUPPLY-CURVED BLADE W/OBD DESIGN TITUS 250;RETURN-BAR TYPE- 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURAL DESIGN TITUS 350;EXHAUST-METAL OR ALUMINUM-1/2"x 1/2"EGG CRATE DESIGN TITUS 50F. 19.FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS. PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LIVE LOADS. 10 22 26 OPERABLE PARTITIONS a. ALL SEALANT SHALL MATCH GROUT COLOR AT TILE SURFACES. 20.CLEAN ALL SUPPLY AND RETURN DIFFUSERS AT PROJECT COMPLETION. DESIGN FRAMING IN ACCORDANCE WITH AISI SG 673. 1. PARTITION SYSTEM-ACOUSTI-SEAL BY MODERNFOLD,933 CONTINUOUS HINGED PANEL SYSTEM,LAYOUT AS b. SUBMIT SEALANT COLOR PRIOR TO INSTALLATION FOR ARCHITECT APPROVAL FOR ALL OTHER c. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT OR NEAR CLOSEST 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446/A 446 M GRADE A(33000 SHOWN-STC45,FABRIC FINISH TO BE SELECTED OR APPROVED EQUAL. APPLICATIONS. WYE BRANCH. 21.DROVIDE"AS-BUILT'DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION."AS-BUILT' PSI)G60. 2. SUSPENDED RECESSED TRACK #17 TRACK SYSTEM WITH HANGER RODS AND BLOCKING INCLUDING END d. CLEAN OR REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS AT PROJECT DRAWINGS MAY BE IN THE FORM OF TWO COPIES OF CONSTRUCTION DOCUMENTS MARKED-UP WITH RED PLUMBING-REST ROOM FIXTURES(MULTI OCCUPANCY) COMPLETION. PEN.DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE MANUALS 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR POSTS AND BEAM OVERHEAD TO PROVIDE INDEPENDENT SUSPENSION SYSTEM AS REQUIRED BY MFG. 1. COUNTERTOP LAVATORY KOHLER K 2196 4 OR AMERICAN STANDARD RONDALYN SHALL BE PROVIDED FOR ALL MECHANICAL,ELECTRICAL AND PLUMBING EQUIPMENT.PROVIDE AS-BUILT CAD AN APPROVED EQUAL, 10 28 13 REST ROOM ACCESSORIES(SINGLE OCCUPANCY} 21.THERMOSTAT: ALL EXISTING MERCURY TYPE THERMOSTATS TO BE REPLACED. NEW THERMOSTATS TO BE FILES TO PACTRUST FOR ALL MEP TRADES.PACTRUST MAY HOLD CONTRACTOR'S FINAL PAYMENT UNTIL 5. STANDARD GYPSUM BOARD SHALL BE TYPE'X',5/8"THICK WITH TAPERED EDGES CONFORMING TO ASTM 2. UNDER MOUNT SINK:AMERICAN STANDARD STUDIO UNDERCOUNTER SINK 0614.300 WITH MOUNTING KIT APPROVED .COM TU CIAL G ALDE VI S GNP ARE CO�UCH S i RLEENEMODOEL T 8 WHERE800 7/DAY "AS BUILT"DRAWINGS AND O&M MANUALS HAVE BEEN RECEIVED AND APPROVED. 1. REUSE EXISTING ACCESSORIES WHERE POSSIBLE. 047194-0070A HANUE�V I�_�j{I� y�j (1 L NO C-36. 2. PAPER TOWEL DISPENSER,SURFACE MOUNTED(ONE PER RESTROOM BOBRICK B-262 PROGRAMMABLE WITH LOCKOUT FUNCTION-AUTO CH NS vEK NA MOUNT AAAI tAA�DA HEIGHT(MAY 22.1E IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, $, WATER RESISTANT GYPSUM BOARD SHALL BE 5!8"THICK WITH TAPERED EDGES. CONFORMING TO ASTM ) 2. LAVATORY FAUCET-AMERICAN STANDARD,COLONY PRO 7075.104 SINGLE CONTROL,LESS POP-UP ROd& REQUIRE CHANGING HEIGHT AT"REPLACEMENT LOCATIONS). CONTRACTOR SHALL PROGRAM FUNCTIONING PROJECT INCLUDING ALL GENERAL,MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED C-630 3. PAPER TOWEL DISPENSER AND WASTE(SEE PLAN FOR QUANTITY)GEORGIA PACIFIC ENMOTION STAINLESS HOLE THERMOSTATS AND BALANCE SYSTEM. TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED,REGARDLESS OF STEEL RECESSED AUTOMATED TOUCHLESS TOWEL DISPENSER#59466A W/AC POWER ADAPTOR 59481(HARD 3. COUNTER MOUNTED FAUCET:AMERICAN STANDARD 6058.105 AC POWERED WITH THERMOSTATIC MIXING WHETHER OR NOT SHOWN ON THE DRAWINGS. 7. AT TOILET ROOMS USE 5/8'USG FIBERROCK BRAND AQUATOUGH INTERIOR PANEL FROM FLOOR WIRED AT NEW RESTROOMS ONLY)WITH STAINLESS STEEL TRASH RECEPTACLE#59491.SET TOWEL LENGTH VALVE 22.THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. 23.ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED"N.I.C'. TO 48"A.F.F.ON WALLS BEHIND OR ADJACENT TO PLUMBING FIXTURES. NO SUBSTITUTES. TO MAXIMUM AND SET PAPER READY TO TEAR. 23.WAREHOUSE HEAT: (EXCEPTION:EXCEPTION AT LOCATIONS TO RECIEVE PLASTIC LAMINATE OR TILE WAINSCOT.) N EN ER 4 Z. 4"SPOUT LENGTH BOBRI K B 822 4. TOILET W/FLUSHOMETER-AMERICAN STANDARD AS 2234.015 AT NON ACCESSIBLE STALLS AND 3043-711 AT 24."ALIGN"AS USED IN THESE DOCUMENTS,MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME TI N EME T A R B AR ' " H K WI E 4. LAVATORY MOU TED SOAP DISP S 3 FL O C ACCESSIBLE LOCATIONS. (_SLOAN OPTIMA PLUS FLUSH VALVE 8111 1.6 PGF)or(AUTOMATIC FLUSHOMETER a. GAS FIRED UNIT HEATERS USED IN NON CONDITIONED AREAS SHALL COMPLY WITH CURRENT STATE PLANE,EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. 8. AT TILE WAINSCOT LOCA O S INSTALL C N B CKE O D/s T IC TH SQUAB ,REINFORCED, ENERGY CODE REQUIREMENTS. PROVIDE ADJUSTABLE T-STAT FOR EACH UNIT. SMOOTH EDGES. PROVIDE dUROCK BRAND GEMENT BOARD OR APPROVED EQUAL. 5. SURFACE WALL MOUNTED SOAP DISPENSER B08RIGK B-4112(use wi#h wall hung sink} SLC?A_N REGAL 111 WG FLUSH VALVE 1.6 GSP WITH EBV-89-A OPTIMA SIDE-MOUNT OPERATOR} 25.DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS.DRAWINGS ARE INTERRELATED. 24.EXHAUST FANS: 9. INSTALL WATER-RESISTANT GYPSUM BOARD BEHIND WAINSCOT OF FRP,PLASTIC LAMINATE,ETC. 6. SURFACE MOUNTED MULTI-ROLL TOILET TISSUE DISPENSER BOBRICK 8-28$$ 5. TOILET FLOOR MOUNT TANK TYPE TOTO CST744EL(SL AT ADA STALL)OR KOHLER GIMARRON K3496. PROJECT NUMBER: 217071 26.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN 10.TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. 7. SURFACE MOUNTED TOILET SEAT COVER DISPENSER BOBRICK B-4221 6. TOILET SEAT: BEMIS 1955SSC OR OLSONITE 105SCT a. CEILING MOUNTED EXHAUST FANS SHALL HAVE A MINIMUM PERFORMANCE TO MEET THE CURRENT TWO WEEKS OF PROJECT AWARD.PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO CODE REQUIREMENTS INCLUDING INTEGRAL BACKDRAFT DAMPER AND VENTING TO THE EXTERIOR. REPLACEMENT AT CONTRACTOR COST.AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL 11.USE GEORGIA PACIFIC DENSGLAS GOLD ON EXTERIOR FACE OF EXTERIOR WALLS AND COAT WITH STD FINISH 8. MIRROR STANDARD SIZES 1/4"PLATE MIRROR WITH EDGES"FLAT GROUND"BOTTOM EDGE SUPPORTED BY A 7. AT BACK TO BACK TANK TYPE TOILET INSTALLATIONS US 3"VENT THROUGH ROOF COOK GEMINI SERIES 100 OR EQUAL;80 CFM WITH A SONE RATING OF 1.6 OR LESS,100 CFM WITH A W REQUIREMENT TO PROVIDE THE SPECIFIED ITEMS UNLESS SPECIFICALLY NOTED AS A SUBSTITUTION BY THE SYSTEM. CONTINUOUS BRIGHT CHROME"J"METAL,5/16"X 3/8" (HEIGHT OF EXPOSED FACE)WITH CONCEALED LEG 8. URINAL-TOTO UT447,AMERICAN STANDARD WASHBROOK 6590.001,OR KOHLER K-5016-ET W/(FLUSH VALVE SONE RATING OF.9 OR LESS,200 CFM WITH A SONE RATING OF 1.6 OR LESS. `ES TLAKE CONTRACTOR AND SPECIFICALLY APPROVED BY THE ARCHITECT AS SUCH.REPLACE SUCH PRODUCTS A5 WALL CONSTRUCTION EXECUTION SCREWED TO THE WALL TO CARRY THE WEIGHT OF MIRROR. SLOAN OPTIMA PLUS 8186-0 HELI URINAL FLUSH VALVE 0.5 GPF)or{AUTOMATIC FLUSHOMETER SLOAN REGAL b. SINGLE FIXTURE RESTROOMS,JANITOR'S CLOSETS OR SINGLE SHOWER ROOMS TO HAVE CEILING /"�' DIRECTED AT CONTRACTOR'S COST. 9. GRAB BAR SATIN FINISH BOBRICK B-6806 SERIES 186-0.5 URINAL FLUSH VALVE 0.5 GPF WITH EBV-89-A OPTIMA SIDE-MOUNT OPERATOR) MOUNTED EXHAUST FANS,WIRED PER DIVISION 16 AND SWITCHED WITH THE LIGHTS. CONSUL TANTS TI 27.SUBMiT COMPLETE SHOP DRAWINGS FOR MILLWORK,SPECIAL SYSTEMS,MECHANICAL,ELECTRICAL AND 1. FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING 9. SHOWER STALL F RE R N Y UTEM , MINIM M OF,E I S OF ALL SCREWS. WELDING SHALL CONFORM TO AWS D13 WELDING PROCEDURE. ELECTRODES AND SCREW 10 2813 REST ROOM ACCESSORIES(MULTI OCCUPANCY) c. MULTIPLE FIXTURE RESTROOMS,COMBINATION RESTROOM&SHOWER,AND LOCKER ROOMS TO HAVE PLUMBING SYSTEMS(INCLUDING I P OTECTIO S STEMS). S U O COPE CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DO NOT FIELD WELD 1. REUSE EXISTING ACCESSORIES WHERE POSSIBLE. a. ACCESSIBLE SHOWER CDX MODEL#XS38BFLPAG WHITE WITH ROUGH OPENING OF 38 1/4"WIDE BY 41 ROOFTOP MOUNTED EXHAUST FAN,FACTORY CURB AND BACKDRAFT DAMPER,WIRED PER DIVISION 16, SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE MATERIALS LIGHTER THAN 18 GA. 1/2"DEEP. CONTROLS AS REQUIRED BY DESIGN.COOK ACE-D SERIES OR EQUAL. COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR. 2. PAPER TOWEL DISPENSER AND WASTE SEMI RECESSED(SEE PLAN FOR QUANTITY)BOBRICK 8-3944 d. SPECIALTY ROOMS REQUIRING EXHAUST SHALL MEET THE ABOVE MINIMUM REQUIREMENTS- 28.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS 2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS b. NON ACCESSIBLE SHOWER CDX MODEL#XS38AC-WHITE WITH ROUGH OPENING OF 38 1/4"WIDE BY 41 CONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER INDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD INSERTS. 3. PAPER TOWEL DISPENSER AND WASTE(SEE PLAN FOR QUANTITY)GEORGIA PACIFIC ENMOTION STAINLESS 3/4"DEEP. INDIVIDUAL ROOMS WITH AN EXHAUST REQUIREMENT GREATER THAN 250 CFM,SHALL HAVE A 15115 S W Se quos FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLABS. STEEL RECESSED AUTOMATED TOUCHLESS TOWEL DISPENSER#59466 Wt AC POWER ADAPTOR WITH ROOFTOP MOUNTED FAN. LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE STAINLESS STEEL TRASH RECEPTACLE#59491.SET TOWEL LENGTH TO MAXIMUM. 10.SHOWER STALL FAUCET AND SHOWER HEAD INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS. POSITION 25.HVAC TESTING. 'k A C`u'te 1 59 CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT 4. TOILET PARTITIONS:POWDER COATED STEEL,FLOOR ANCHORED WITH CONTINUOUS BRACKETS,FULL a. FAUCET-DELTA T17052 OR EQUAL I V Y V APPLICABLE. LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE CANTILEVER ONLY. NO CEILING ATTACHMENT OR HEAD RAIL OVER DOORS.HADRIAN WITH"NO-SIGHTLINE b. NON ADA SHOWER HEAD-DELTA RP44809 OR EQUAL a. CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES,COMPONENTS, THE ARCHITECT PRIOR TO INSTALLATION. JACK STUDS OVER OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE SOLUTION"OR APPROVED.INSTALL USING FACTORY PROVIDE SCREWS ONLY. PROVIDE BACKING IN WALL TO EQUIPMENT AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH TI and OR 9 7224 29.COORDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST ANd SCHEDULE ALL SERVICE STUDS AT CORNERS,POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT TOP SUPPORT WALL BRACKETS. c. ADA SHOWER HEAD-DELTA 57021 CHROME OR EQUAL APPROVED PLANS AND SPECIFICATIONS. INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. ANO K ATTO TOF WA L O ALLOW OR SCREWING BOTH RE WAL METS STRUCT RE ABOV LONG LEG 5, COUNTER MOUNTED SOAP DISPENSER 34 FL OZ.,6"SPOUT LENGTH 80BRIGK 8$226(ONE AT EACH SINK] 11.PROVIDE ONE FLOOR DRAIN IN EACH RESTROOM LOCATED UNDER TOILET PARTITION. b. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN l TRACK AT TOP OF WALL TO ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE ABOVE. ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. GENERAL 6. COUNTER MOUNTED SOAP DISPENSER BOBRICK B-826.18 WITH B-826-20 AC ADAPTER(ONE AT EACH SINK) 12.SEALANT AT PLUMBING FIXTURES: 4. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR a. ALL SEALANT SHALL MATCH GROUT COLOR AT TILE SURFACES. c. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND 1. REMOVE ALL EXISTING VCT,SHEET VINYL,ETC.IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR THE PROJECT. 7. TOILET SEAT COVER DISPENSER,SANITARY NAPKIN DISPOSAL AND TOILET TISSUE DISPENSER BOBRICK B-357 FILED WITH PACTRUST. TO INSTALLATION OF NEW FLOORING. WOMEN'S (MOUNTS IN PARTITION) b. SUBMIT SEALANT COLOR PRIOR TO INSTALLATION FOR ARCHITECT APPROVAL FOR ALL OTHER 26.PROJECT CLOSE OUT DOCUMENTS REQUIRED: 5. AT TOILET ROOMS TO RECEIVE SHEET VINYL FLOORING,INSTALL THE GYPSUM BOARD(OR AUQATOUGH) 2. ALL ROOF PENETRATIONS FOR ELECTRICAL,LOW VOLTAGE,GAS PIPING,ETC.SHALL BE SLEEVED THROUGH WITH 1/4"GAP BETWEEN THE BOARD AND THE FLOOR TO PREVENT WICKING. 8. TOILET SEAT COVER DISPENSER,SANITARY NAPKIN DISPOSAL AND TOILET TISSUE DISPENSER BOBRICK APPLICATIONS. - A LEAD ROOF JACK,CLAMPED WITH A STAINLESS STEEL CLAMP AND SEALED WITH VULKEM 921 B-3574 AND 8-35745 WOMEN'S (MOUNTS SIDE WALL OF SINGLE COMPARTMENT) PLUMBING-BREAK ROOM FIXTURES a. AutoCAD FILE SHOWING AS-BUILT INFORMATION. 6. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOKAND MANUFACTURER'S RECOMMENDATIONS. b. ELECTRONIC PDF FILE OF THE AutoCAD FLE ABOVE. POLYURETHANE SEALANT. SILICONE SEALANT NOT PERMITTED. 9. TOILET SEAT COVER DISPENSER AND TOILET TISSUE DISPENSER BOBRICK B-347 MEN'S (MOUNTS IN 1. BREAK ROOM SINK ELKAY LRAD221955(TOP MOUNT) 01 23 00 ADD ALTERNATE PRICING REQUIRED 7. FINISH QUALITY: PARTITION) c. HARD COPY OF AutoCAD FILE ABOVE. AREA PROCESS TRADE NOMENCLATURE 2. BREAK ROOM SINK ELKAY ELUHAD211545(UNDER COUNTER MOUNT) 1, DESCRIBE ALTERNATES HERE 10.TOILET SEAT COVER DISPENSER AND TOILET TISSUE DISPENSER BOBRICK B-3474 AND B-34745 MEN'S d. OPERATIONS MANUALS FOR ALL EQUIPMENT,INCLUDING TSTATS. WAREHOUSE TAPE/FINISH COAT" TIGHT DOUBLE(LEVEL 3) (MOUNTS SIDE WALL OF SINGLE COMPARTMENT) 3. KITCHEN FAUCET-AMERICAN STANDARD COLONY SOFT SINGLE CONTROL FAUCET#4175.500 01 73 29 CUTTING AND PATCHING OFFICE/OTHER AREAS TAPE/2 FINISH COATS"/ SMOOTH FINISH TAPED LEVEL 4 11.MIRROR STANDARD SIZES 1/4"PLATE MIRROR WITH EDGES"FLAT GROUND"BOTTOM EDGE SUPPORTED BY A 4. INSTANT HOT WATER DISPENSER IN-SINK-ERATOR MODEL#H770SS e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED. 1. PERFORM CUTTING AND PATCHING WITH SKILLED CRAFTSMEN EXPERIENCED WITH THE TYPE OF WORK ( ) CONTINUOUS BRIGHT CHROME"J"METAL,5/16"X 3/8" HEIGHT OF EXPOSED FACE WITH CONCEALED LEG 26 00 00 ELECTRICAL: DESIGN I BUILD SHEET TITLE: USG"FIRST COAT SAND AFTER TAPE/FINISH COAT{S) ( ) 5. 114"COPPER WATER LINE WISHUT OFF VALVE FOR COFFEE MAKER AND REFRIGERATOR,SEPARATE LINES IF BEING UNDERTAKEN. SCREWED TO THE WALL TO CARRY THE WEIGHT OF MIRROR. REQUIRED. GENERAL PA D El4 US T 2. PROTECT EXISTING CONSTRUCTION TO PREVENT DAMAGE. NOTE:AT EXTREMELY DARK ACCENT WALLS PROVIDE LEVEL 5 FINISH. 12.GRAB BAR SATIN FINISH BOBRICK B 6806 SERIES 8. FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS JANITOR CLOSETS 1. ALL ELECTRICAL FEEDS TO OUTLETS,SWITCHES,ETC.MUST BE VERTICAL DROPS FROM ABOVE EXCEPT FOR 3. PERFORM CUTTING USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS TO BE RETAINED. SHOWN ON PLANS. 10 2813 BREAK COUNTER 1. JANITOR FLOOR SINK-MUSTEE 63M MOP SERVICE BASIN 24'X 24'X 10"OR SWAN MS2424 24"X 24". HORIZONTAL RUNS UNDER WINDOWS AND RECEPTACLES ON THE SAME STUD. 4. PATCH,USING MATERIALS IDENTICAL TO EXISTING MATERIALS THAT VISUALLY MATCH EXISTING ADJACENT 09 31 00 PORCELAIN TILE 1. PAPER TOWEL DISPENSERS,SURFACE MOUNTED(KITCHEN/BREAK ROOM)BOBRICK B-262 2. JANITOR FLOOR SINK FAUCET-CHICAGO FAUCETS 897 OR AMERICAN STANDARD 8344.112. 2. ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOW SILLS TO BE ROUTED THROUGH BUILDING S Ti4 NDA RD S SURFACES TO THE FULLEST EXTENT POSSIBLE 10 4416 FIRE EXTINGUISHERS SHELL WALLS. DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS. 5. PATCH WITH DURABLE,INVISIBLE SEAMS THAT ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. 1. PROVIDE TILE AS SCHEDULED AND SHOWN IN FINISH MATERIALS LIST OR ELSEWHERE ON DRAWINGS. 3. PROVIDE F.R.P.BEHIND JANITOR SINK AND ONE FOOT BEYOND ON EACH SIDE. 3. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL AND BREAKER. 2. USE LATICRETE THIN SET MORTAR AND GROUT. FLOOR TILE AND BASE TO HAVE EPDXY GROUT. GROUT i• FIRE EXTINGUISHER 2A10 BC {WALL MOUNTED OR tN SEMI RECESSED CABINET AS INDICATED ON PLAN} UTILITY SINK 4. PROVIDE TYPEWRITTEN UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS. 6. AT CONCRETE SLAB REPAIRS(POUR BACKS),PROVIDE#3 x 12"LONG REBAR DOWELS AT 24"O.C. MIN.WITH COLOR TO BE SELECTED(NON-SANDED). 2. FIRE EXTINGUISHER CABINET: JL INDUSTRIES ACADEMY SERIES MODEL#C1027V10. 1. SWANSTONE UTILITY SINK MODEL MF-1F OR EQUAL. MIN.6"PENETRATION INTO EXISTING CONCRETE AND MIN.OF 6"EXPOSURE INTO POUR BACK.CENTER 5. VERIFY ELECTRICAL METER AND TAG METER WITH THE TENANTS ADDRESS OR SUITE NUMBER. METER DOWEL IN SLAB DEPTH. 3. FOLLOW LATICRETE AND TCNA PRINTED INSTRUCTIONS FOR TCNA F115 AT FLOOR AND BASE AND W243 ON 11 00 00 EQUIPMENT 2. UTILITY SINK FAUCET-CHICAGO FAUCETS 891 OR EQUAL IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO 7. REMOVE PATCHES THAT ARE VISUALLY UNSATISFACTORY IN THE ARCHITECTS OPINION AND REPLACE AT NO WALLS. WHERE INSTRUCTIONS CONFLICT,USE MOST STRINGENT. JOINTS TO BE UNIFORM 1/8"WIDE AT THE 1. DISHWASHER: GE GLDT696JSS STAINLESS STEAL-ENERGY STAR RATED. PLUMBING-MISCELLANEOUS TENANTS MOVE-IN. ADDITIONAL COST. FLOOR T{LE.CENTER THE WALL AND BASE TILE JOINTS ON THE FLOOR TILE JOtNTSSPACE UNIFORMLY AS 6. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN EXIT PATH SHOWN ON PLAN EQUAL TO INDICATED.(WALL TILE JOINTS WILL BE SLIGHTLY WIDER THAN 1/8"). 2. GARBAGE DISPOSAL:INSINKERATOR BADGER V 1/2 HP 1. DRINKING FOUNTAIN-USE ELKAY NO-LEAD TWO-LEVEL SWIRLFLO NON CHILLED DRINKING FOUNTAIN,WALL 05 00 00 METALS 4. PROVIDE SCHLUTER EDGE TRIM APPROPRIATE FOR FINISHES AT TRANSITIONS. PROVIDE PHYSICAL MOUNTED,BARRIER-FREE ACCESS WITH SURFACE MOUNTING PLATE,MODEL#EDFPBM117C,OR APPROVED 1-FOOT CANDLE. 0 SUBMITTAL OF PROPOSED TRIM TO ARCHITECT FOR APPROVAL 12 00 00 FURNISHINGS EQUAL. 7. EXIT LIGHTS:RUUD LIGHTING"PLASTIC LED EXIT SIGN"MODEL EXPBURWH RED LETTERS,WHITE 1. MISC.NON-GAUGE METAL SUPPLEMENTAL TO STEEL DOCK STAIR. 1. CLEAN/REFURBISH EXISTING BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. HOUSING,WITH BATTERY BACKUP. col 2. PIPE RAILINGS FOR ADA RAMP. 5. CLEAN TILE AND GROUT AND SEAL WITH MIRACLE SEALANTS 511 IMPREGNATOR SEALER. RESTRICT TRAFFIC 2. WATER COOLER WITH BOTTLE FILLING STATION:ELKAY FZH2O LZSTLBWSLK INSTALLED IN THE RIGHT-HAND �- FOR 4 DAYS AFTER COMPLETION. 2. REPLACE BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS AND PROVIDE BUILDING STANDARD BLINDS HIGH SIDE CONFIGURATION 8. WHERE NEEDED,CONTRACTOR TO FURNISH AND INSTALL NEW DRY TYPE TRANSFORMERS TO PROVIDE CC 07 00 00 THERMAL&MOISTURE PROTECTION TO MATCH AT NEW EXTERIOR GLASS. BLINDS SHALL BE PER CURRENT PACTRUST STANDARD(WHITE, PROJECT CLOSE OUT DOCUMENTS REQUIRED: 208V/120V POWER FROM THE 480V/277V SYSTEM. SIZE TO BE BIDDER DESIGN. `I 09 53 00 SUSPENDED ACOUSTICAL CEILING VERTICAL,NON-PERFORATED.)CONTRACTOR SHALL VERIFY THE BUILDING STANDARD AND CONFIRM WITH a. TRANSFORMERS TO BE ENERGY STAR LABELED. 1-• 1. REPLACE ALL MISSING AND DAMAGED ROOF AND WALL INSULATION ABOVE THE CEILING GRID. 1, COMPLY WITH CURRENT SEISMIC REQUIREMENTS qF THE INTERNATIONAL BUILDING CODE. THE ARCHITECT BEFORE ORDERING. 1. PROVIDE AS-BUILT INFORMATION TO ARCHITECT AT PROJECT COMPLETION.INCLUDE THE FOLLOWING: 2. PROVIDE NEW ROOF INSULATION TO MATCH EXISTING AT ABANDONED MECHANICAL UNITS. 3. PROVIDE BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. a. DIMENSIONS (HORIZONTAL AND VERTICAL)OF BUIRED PLUMBING LINES INSTALLED OR DISCOVERED BY b. CASE TO BE TOTALLY ENCLOSED WITH LOUVERS TO PREVENT FOREIGN OBJECTS INTO THE INTERIOR. 2. FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING THIS CONSTRUCTION. c. ENCLOSED AND VENTILATED,AIR COOLED TYPE,CLASS H INSULATION,DESIGNED FOR 115 DEGREES C 3. AT ALL UN-USED EXISTING ROOF PENETRATIONS,REMOVE EQUIPMENT AND REPAIR ROOF SYSTEM. SYSTEM,INCLUDING GRID,PANELS,AND HANGARS AND ACCESSORIES. 4. PROVIDE ROLLER BLINDS AT ALL EXTERIOR WINDOWS. y b. LOCATION OF SHUT OFF VALVES TEMPERATURE RISE ABOVE 40 DEGREES C AMBIENT TEMPERATURE AT FULL LOAD CONTINUOUS 2 08 10 00 DOORS AND WINDOWS 3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES,INC. a. MARIAK CONTRACT CHAIN OPERATED CLUTCH ROLLER SHADES OPERATION. EQUIP WITH 2-1/2 PERCENT ANFC TAPS AND FOUR 2-1/2 PERCENT BNFC TAPS. MAXIMUM 0 1. RE-USE EXISTING DOORS AND FRAMES WHERE POSSIBLE 4. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LIMITED TO b. NO HEAD BOX U.N.O. 23 00 00 HVAC: DESIGN/BUILD SOUND LEVEL SHALL BE NEMA STANDARD WITH ISOLATION DAMPERS BETWEEN THE CORE AND COIL 2. APPROVED DDDR,FRAME,AND HARDWARE SUPPLIERS INCLUDE: SPRINKLERS GYPSUM BOARD,LIGHT FIXTURES,MECHANICAL SYSTEMS,ELECTRICAL SYSTEMS AND FIRE o HVAC-BID PROCEDURE ASSEMBLY AND CASE. c. FABRIC-MARIAK ECONOSCREEN-3 k COLOR-903 GRAY/BLACK U.N.O. 9. FOR FLOOR POWER AND DATA ACCESS w a. BAXTER AND FLAMING. (503)225-0486 5. INSTALL BUILDING STANDARD ADDRESS AND/OR SUITE NUMBER LABELS TO ALL EXTERIOR DOORS. 1• FOR BIDDING PURPOSES,THE HVAC CONTRACTOR WILL ASSUME THAT EXISTING HVAC EQUIPMENT IS IN 5. PRODUCTS: PROPER WORKING ORDER. a. AT RAISED SLABS:USE WIREMOLD RC7 FLUSH POKE-THRU SERIES OR EQUAL b. D&D DOOR (503)205-5533 a. GRID-PRELUDE 24 XL 15/16"EXPOSED TEE(HEAVY DUTY) 12 23 16 CABINET SPECIFICATIONS 2. INVENTORY EXISTING H.V.A.C.ROOFTOP UNITS AND SUBMIT TO ARCHITECT A CONDITIONS REPORT OF EACH b. AT SLAB ON GRADE:USE WIREMOLD RFB4E BOX WITH 6CTC2 COVER AT CONFERENCE ROOMS �I c. BENSON INDUSTRIES (503)907-2200 b. TILES-ARMSTRONG FISSURED#705,24 x 24 x 5/8"W/ANGLED TEGULAR EDGE 1. ALL CABINETRY TO BE INSTALLED OVER FINISH FLOOR AT ALL RESILIENT FLOORING LOCATIONS. UNIT AND 6CFFTC COVER AT FURNITURE FEEDS.PROVIDE 1"CONDUIT FOR POWER AND 2"CONDUIT FOR o d. GRANT SUPPLY (360)887 0647 c. ACCESSORIES-MANUFACTURERS'STANDARD 2. AWI CUSTOM GRADE STANDARDS FOR CASEWORK AND COUNTER TOPS U.N.O 3. LIST TONNAGE OF EACH UNIT. DATA. DRAWN BY: KAL 3. DOOR AND BALITE FRAMES SHALL BE WESTERN INTEGRATED MATERIALS(WIM},OR APPROVED. SUBMITTAL 6. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRIM TILE EDGE TO CREATE TEGULAR EDGE 3. HIGH PRESSURE LAMINATE P-LAM HPL)ALL EXTERIOR SURFACES,INCLUDING 4"TOE KICK. EDGE BANDING HVAC-DESIGN PROCEDURE 10.LOW VOLTAGE SYSTEMS(TELECOMMUNICATION AND DATA)BY FUTURE TENANT. N REQUIRED PRIOR TO ORDERING MATERIAL.NEW FRAMES TO BE FACTORY FINISH CUSTOM COLOR. ( DATE ISSUED: h CONDITION SO THAT CEILING TILES LAY FLAT. (MATCHING PVC ACCEPTABLE),FIN ENDS,DOORS,AND LIGHT VALENCE ETC. UPPER CABINET BOTTOMS 1, USE EXISTING AND/OR NEW EQUIPMENT TO DESIGN MECHANICAL H.V.A.C.SYSTEM PER DESIGN STANDARDS 11.LIGHTiNG ENERGY MANAGEMENT IS REQUIRED IN ALL BUILDINGS. 4, FIELD VERIFY EXISTING DOOR,FRAME AND HARDWARE FINISH PRIOR TO ORDERING. ALL NEW DOORS, 7, CEILINGS LESS THAN OR EQUAL TO 144 SF AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE OPTIONAL HPL FINISH,STANDARD MELAMINE FINISH. OPEN CABINETS OPTIONAL HPL FINISH,STANDARD LISTED BELOW. 12.0CCUPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP. PERMIT SET 09.17.18 L1 FRAMES AND HARDWARE TO MATCH EXISTING BUILDING STANDARDS. MELAMINE FINISH. 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 13.TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS,EQUIPMENT .6 5. ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. 4. TOE KICK PLYWOOD 4"H WITH P-LAM COVER REVIEW AND APPROVAL A FULL DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND o 8. CEILING AREAS OF 1,000 SF OR LESS SHALL BE EXEMPT FROM LATERAL-FORCE REQUIREMENTS. 6. POOR HARDWARE SHALL BE SCHLAGE AL SATURN OR D RHODES SERIES U.N.O. 5. DOORS ANO DRAWER FRONTS PLASTIC LAMINATE OVER 11116"PARTICLE BOARD WITH MATCHING P-LAM OR NEW/RENOVATED WORK AND SYSTEMS UNTOUCHED BY THE TENANT IMPROVEMENT AS APPLICABLE. SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE 9. INSTALL CEILING GRID WITH TWO EDGES ATTACHED TO ADJACENT WALLS. THE OTHER TWO EDGES SHALL BE PVG EDGES. INCLUDE THE FOLLOWING: IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. o 7. ALL DOOR HARDWARE SHALL BE INSTALLED WITH A 5"BACKSET. ATTACHED TO WALL MOLD USING BERC2 CLIPS ALLOWING THOSE TWO SIDES TO FLOAT. 0) 6. MELAMINE(LOW PRESSURE!AMINATE/LPL)ALL INTERIOR AREAS,DRAWER PARTS,SHELVING ETC. a. DUCTING AND SIZES 14.REMOVE ALL UNUSED DATA AND POWER BOXES AND INFILL WITH GYP BOARD. EXCEPTION-UNUSED DATA IY 8. DOOR FINISH SUBMITTAL:CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DOOR FRAMES,DOOR 10.PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT CONTIGUOUS CEILING GRID AREAS TO BOXES UNDER WINDOW SILLS TO REMAIN. ALL BLANK COVER PLATES TO BE BUILDING STANDARD FINISH. p HARDWARE AND DOORS AS WELL AS A CONTROL SAMPLE OF THE FINISHED DOOR SKIN W/STAIN AND FINISH NO MORE THAN 2500 S.F.THE STATIONARY SIDE OF THE JOINT SHALL PERMIT THE INSTALLATION OF A LIGHT 7. FLUSH OVERLAY/FRAMELESS STYLE CONSTRUCTION. b. SUPPLY AND RETURN LOCATIONS AND CFM AT EACH GRILL OR DIFUSER 15.REMOVE ALL UNUSED LOW VOLTAGE WIRING TELEPHONE AND DATA FROM THE RECEPTA L TO THE o APPLIED(IF NEW DOORS ARE BEING PROVIDED). BEFORE FINISHING OF DOORS IS COMMENCED ARCHITECT FIXTURE IMMEDIATELY ADJACENT TO THE JOINT. 8. THERE SHOULD BE 1/8"OR LESS GAP TOLERANCE BETWEEN DOORS AND DRAWERS. c. ROOF EQUIPMENT,SIZES AND LOCATIONS ch DISTRIBUTION BOARD.LEAVE PULL STRINGS FROM THE BOX TO THE SPACE ABOVE THE CEILING. A SECTION SHALL APPROVE CONTROL SAMPLE. FINISHED PRODUCT IS SUBJECT TO REJECTION BY ARCHITECT IF THIS 11,INSTALL TWELVE GAUGE VERTICAL HANGER WIRE TIES 4 FT ON CENTER WITH THREE TIGHT TURNS AROUND g, HINGES-BLUM#75M3580,110 DEG.SELF CLOSING CLIP ON OR EQUAL d. UNITS REQUIRING DUCTED SMOKE DETECTION OF THE EXISITNG LOW VOLTAGE WIRE MAY BE LEFT IN LIEU OF A PULL STRING C? PROCESS tS NOT FULLY ADHERED TD AND FIELD PRODUCT DOES NOT MATCH THE APPROVED CONTROL THEMSELVES WITHIN THREE INCHES.INSTALL PLUMB WITHIN 1:6 UNLESS COUNTER SLOPING WIRES ARE ( ) SAMPLE' PROVIDED.CONNECTIONS AT SUPPORTING STRUCTURE TO CARRY NOT LESS THAN 100 LBS.EACH TERMINAL 10.DRAWER SLIDES-BLUM #230M SERIES EXTENSION(OR EQUAL)75 LBS.MIN.FOR STANDARD DRAWERS. e. THERMOSTAT LOCATIONS AND ZONE/UNIT ASSOCIATED THEREWITH OFFICE LIGHTING 9. ALL INTERIOR GLAZING SHALL BE TEMPERED. END SHALL BE SUPPORTED WITHIN 8 INCHES OF EACH WALL. ACCURIDE#4032(OR EQUAL)HD/FULL EXT 150 LBS.MIN.FOR HD AND FILE DRAWERS. f. ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMS 1. OFFICE LIGHT FIXTURES: LITHONIA LED FIXTURE.2BLT2 40L ADP MVOLT EZ1 LP835. 10.DEAD BOLT LOCKS AT NEW EXTERIOR DOORS TO BE INSTALLED WITH A SCHLAGE MORTISE DOUBLE 12.PROVIDE LATERAL-FORCE BRACING AT GRID MAIN WITH RIGID VERTICAL STRUTS TWELVE FEET ON CENTER 11.PULLS-96 MM C-TO-C WIRE PULLS. FINISH TO MATCH DOOR HARDWARE. g. ZONE DIAGRAM 2. OFFICE LIGHT FIXTURES-LITHONIA 2PM3N G B 3 32 18LD MVOLT ADVANCE OR EQUAL.(NO SYLVANIA CYLINDER 20-013C "C'KEYWAY;SOLID BRASS;WITH ADAMS-RITE CAM AND COMPRESSION RING 1 1/8"LENGTH EACH WAY BEGINNING WITHIN SIX FEET OF PERIMETER EDGE. 12.GENERAL CONTRACTOR TO PROVIDE CABINET MAKER WITH SINK TEMPLATE(SPEC SHEETS)FOR EACH SINK. HVAC DESIGN STANDARDS BALLASTS) WITH HARDENED CYLINDER GUARD RING KEEDEX K-24. FINISH TO MATCH BUILDING STANDARD. 13.INSTALL 12 GAUGE SEISMIC SPLAY WIRE TO THE MAIN BEAM WITHIN 2 INCHES OF EACH VERTICAL STRUT. SINK CUTOUT SHALL BE DONE IN SHOP WHEN FEASIBLE AND BEFORE BACK SPLASH IS INSTALLED IN ALL 11.PATCH AND REPAIR ALL HOLES OR DAMAGE TO EXISTING STORE FRONT WINDOWS AND DOORS.TOUCH UP WIRES TO BE ARRAYED 90 DEGREES FROM EACH OTHER AND AT AN ANGEL NOT EXCEEDING 45 DEGREES CASES TO ALLOW CUT OUT TO BE POSITIONED PROPERLY. ALL RAW EDGES OF CUT OUT AND BACK SPLASH THE FOLLOWING ARE MINIMUM DESIGN STANDARDS: 3. REST RF DA-WALL 0 CNTED LIGHT FIXTURE-PEERLESS CERRA WALL LED,CRW7L LLP OFT MSL4 80CRI 35K FINISH FOR AS NEW LOOK FROM THE PLANE OF THE CEILING.ATTACHE SPLAY WIRES TO GRID AND TO THE STRUCTURE IN SUCH A TO BE SEALED. MINIMIZE COUNTERTOP BUILD UPS AT FRONT AND BACK OF SINK CUT OUT TO RACES F DARK ZT 120 SCT G210. MANNER THAT THEY CAN SUPPORT A MINIMUM DESIGN LOAD OF 200 LBS OR THE ACTUAL DESIGN LOAD,WITH ACCOMMODATE PLUMBERS SINK CLAMPS CLEARANCE. 1. 350 SQUARE FOOT PER TON{UNLESS OTHERWISE APPROVED iN WRITING BY PACTRUST). 4. RECESSED LED DOWN LIGHT: LITHONIA LONG 35/10 LO6 AR LD MVOLT TRW 12.TOUCH UP ALL EXISTING INTERIOR DOORS AND FRAMES FOR AS NEW LOOK. A SAFETY FACTOR OF 2,WHICHEVER IS GREATER. 2. ADDRESS LOADS BY SPECIFIC LOCATION AND USE,AS WELL AS CRITERIA PROVIDED TO PACTRUST BY 5. OFFICE EGRESS LIGHTING:ISOLITE MINI GENIE SERIES LED VERSION LMIGN NM SQ-CEILING AND WALL 13.0VERHEAD DOORS;WAYNE DALTON THERMOSPAN 125,EXTERIOR WHITE/STUCCO. FLUSH STEEL INSULATED, 13,KITCHEN/BREAK ROOM CABINETS BASE CABINET WITH P-LAM TOP ON PLYWOOD DECKING AND 4"BACK TENANT PRIOR TO CONSTRUCTION: 2"THICK STANDARD LIFT OPERATING STYLE WITH TRACK AND HARDWARE. OPERATION;PULL ROPE FOR 14.VERTICAL STRUTS TO BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE ABOVE. SPLASH. ALL CABINETS TO HAVE DOORS AND DRAWERS,U.N.O. UPPERS 12"D X 36"H-ATTACH TO WALL MOUNT. SEE PLAN FOR EGRESS PATH.USE OF!SOLITE INVERTER AS ALTERNATE TO BATTERY IS WITH FRENCH CLEAT,COUNTER AND COUNTERTOPS 24"DEEP. MICROWAVE SHELF 18"D WITH 3"RADIUS a. EXTERIOR EXPOSURE AREAS ACCEPTABLE. DOORS TO 10'TALL,CHAIN HOIST FOR TALLER DOORS. 15.USE ARMSTRONG BERC2 CLIPS TO SATISFY SEISMIC WALL CONNECTION REQUIREMENTS.SEE DETAIL. OUTSIDE CORNERS. P-LAM AT TOE/BASE. ALL SHELVES ADJUSTABLE.PROVIDE HOLES AND POSTS(1 AT 14.TUNE UP EXISTING OVERHEAD DOORS FOR SMOOTH OPERATION. WORK INCLUDES: 16.INSTALL SPREADER BARS AT TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS AT UN-ATTACHED BASE,2 AT UPPERS). b. INTERIOR AREAS,SIZE AND USE 6 'VACANCY"AND TO TURN ON AT LAST DIM LEVELLL PRIVATE OFFICE AND CONFERENCE ROOM SWITCHES TO EDGES.SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 14.WORKICOPY/STORAGE CABINETS-BASE CABINETS WITH P-LAM TOP ON PARTICLE BOARD DECKING. SCRIBE c. CONFERENCE/TRAINING ROOMS a. ADJUST OVERHEAD SPRING TENSION TO MEET MANUFACTURER'S SPECIFICATIONS. a. STANDARD WALL SWITCH WITH OCCUPANCY SENSOR-USE WSD INCHES OF THE PERIMETER WALL. COUNTERTOPS TO WALLS. ALL CABINETS OPEN MELAMINE STANDARD INTERIORS WITH DRAWERS,U.N.O. d. COMPUTER/SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION b. REPLACE TOP AND BOTTOM DOOR SEALS AS NEEDED. 17.IN EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES. UPPERS AT 15"D X 30"H -ATTACH UPPERS TO WALL WITH FRENCH CLEAT. BASES AT 24"D X 36"H. P-LAM AT AND 24-HOUR USE.VERIFY NEED FOR A SEPARATE SPLIT SYSTEM TO MAINTAIN TEMPERATURE, b. WALL SWITCH WITH OCCUPANCY SENSOR AND DIMMING-USE WSXD SHEET: Q c. REPLACE BENT TRACKS AND PANEL SECTIONS. TOE/BASE. ALL SHELVES ADJ.HOLES AND POST(1 AT BASE,1 AT UPPERS). 3. SYSTEM DESIGN CRITERIA-SIZE ZONES FOR 3-5 TON UNITS BASED ON USE&EXPOSURE CRITERIA. c. WALL SWITCH WITH DIMMING AND CEILING MOUNTED OCCUPANCY SENSOR-USE SPOD to 18.TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF LEVEL. ch d. REPLACE ROLLERS AND HINGES AS NEEDED. 15.WORK COUNTER TOPS-COUNTER TOPS WITH P-LAM ON PARTICLE BOARD DECKING. SCRIBE COUNTERTOPS PACKAGED OR SPLIT SYSTEM EQUIPMENT GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES. WAREHOUSE LIGHTING i 19.BENT OR DAMAGED T-BARS TO BE REPLACED. TO WALLS. PROVIDE GROMMET HOLES ABOVE ALL POWER AND DATA LOCATIONS. PROVIDE STEEL MID SPAN VAV OR WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3 TONS SHALL BE SPLIT INTO MULTIPLE e. REPLACE ROPES AS NEEDED. 1. LITHONIA LIGHTING LED BAY LIGHTING IBG15L MVOLT 753573864332 WITH OCCUPANCY SENSOR ON EACH f. LUBRICATE ROLLERS 20.REPAIR HOLES IN GRID FROM REMOVED WALLS. USE OF ARMSTRONG"BP ES-4"EXPANSION SLEEVE SUPPORTS AOS NEEDED EQUAL TO WORK STATION BRACKETS AS MFG.BY A&M HARDWARE,INC ZONES. ( ) FIXTURE. warehouses below 24' - " ACCEPTABLE. { ) 4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY&RETURN GRILLES. 16.RESTROOM LAVATORIES HERE APPLICABLE)-24"D P-LAM TOP ON PLYWOOD DECKING WITH 4"H P-LAM 2. LITHONIA LIGHTING ELM LT EGRESS LIGHTING. 0 08 11 13 HOLLOW METAL DOORS AND FRAMES 09 62 00 SPECIALTY FLOORING 5. VACANT SPACE SHALL HAVE DEDICATED GAS SERVICE FOR FUTURE BUILD-OUT OR FREEZE PROTECTION. PERMIT SET BACK SPLASH. 5"H FACE MOUNT AT 34"A.F.F. P-LAM WAINSCOT 48"H. SEE PLANS IF REQUIRED. 1. DOOR: 3'X7',18 GAUGE,1'/4'THICK,GALVANIZED HOLLOW METAL DOOR,SEAMLESS EDGES,FULLY ENCLOSED CONCRETE 6. UNITS: LENNOX,TRANS,YORK OR CARRIER-7 1/2-TON MAXIMUM UNIT SIZE. ANY UNIT IN EXCESS OF 7 1/2 AND SEALED TOP,BONDED POLYSTYRENE OR POLYURETHANE CORE,RUST INHIBITIVE PRIMER. ELECTRICAL 1. AT POLISHED CONCRETE FLOORS FILL ALL CRACKS,EXPANSION JO{NTS AND OTHER DEFECTS WITH 17.CLOSET SHELF-(WHERE APPLICABLE),MELAMINE 18"D WITH CHROME COAT ROD-KV#770-1,KV#734 TONS SHALL HAVE SPECIAL WRITTEN APPROVAL FROM PACTRUST. p ROOM DOORS 42"WIDE. FLANGES AT EACH END AND KV1195 SUPPORTS AT 24"O.C.(OR APPROVED). LRS Architects,Inc.©2018 ImmirS ARCHITECTS 720 NW Davis 503.221.1121 Suite 300 503 221.2077 Portland OR 97209 www.Irsarchitects.com isiCtIELLE C.SUM A •isitieh OPI;T:3 d4PORTLAND, 7A) OF CONSULTANT: PROJECT NUMBER: 217071 WESTLAKE CONSULTANTS Tl EXISTING ELEVATOR 54"MAX ELEVATOR TO COMPLY WITH 15115 SW Sequoia AHJ-AND ADA D�(�/� VISIBLE SYMBOLS.EAGH OPERABLE THERMOSTAT l r 1 V y, Suite 15 MIN.2 112"HIGH - i FIRE ALARM SIGNAL/STROBE -- - ANNUNCIATOR PANEL EMERGENCY POWER OFF PUSH BUTTON — TOWELWASTE DISPENSER AND TELEPHONE I FIRE EXTINGUISHER SIGN WALL MOUNTED FIRE \ Tigard, OR 9 72 24 WASTE RECEPTACLE (� �y HAND DRYER - 39"TO 41" L 39"TO 41" CALL BUTTON OUTLET AND EXTINGUISHER EXIT SIGN }� TO RAISED ., y SWITCHES MOUNTED PHONE RECESSED FIRE CHARACTERS • \ EXTINGUISHER CABINET STACTILE IGNAGE SOAP GRAB BAR,18"MIN GRAB BAR,18"MIN TYPICAL DOOR �! 991 COAT DISPENSER I / ELECTRICAL OUTLET MANUAL PULL OPENING 36"MAX STATION INTERCOM CSI GOAT& 36" MAX I ELECTRICAL OUTLET STATION UTILITY Z N \ AT CASEWORK �� < >� HOOK / 24 MIN GRAB BAR,42"MIN GRAB BAR,42"MIN /,, . .,t---.\111 � \ '�— 24"MIN Y O I < BASE L& \ Li- _ I CV` ACCESSORY ZONE '�` ` ACCESSORY ZONE I- J a X Y J JJ \ p v Z ♦ < p _ 11//' _ i �' W LL 11 11 ‘ (*I z (....4-1 la- 4- = • B LL LA m o LL H. z_ O W — W U O w 0 w O W Z z Q O w , >� 7.0 r _ a — Z F- O SHEET TITLE: H O 00 CO ,/% v ti _ Z J a U a U I 0 F- . O o U o CC Y in z ~I Z z m i yip iv O m a Z O W w O ! O O : w O to w U o o READER U v co 0 a0 U co o O� O ti r F- 0 O , < 4 O 0 U O f— W H W w QO D 0. I- 0 O0 Q CV CD ylw _ _ _ m GENERAL I- v . O v O H r - - I— - — Co = I— co co co > >C co I— co co '�' �` �' .01 \ I 42"MAX < • \ �' 1' < co T < NOTES O TES 42" MAXco c i TYPICAL AT DOOR TYPICAL AT ELEVATOR MISCELLANEOUS WALL MOUNTINGS TOILET ROOM MOUNTINGS TOILET-SU AQCE Q NT TOILET-RECESSED MOUNT ACCESSIBILITY ACCESSORYibNE ECTION604.7) ACCESSORY ZONE(SECTION 604.7) REQUIREMENTS SHELF AND f` 36"GRAB BAR 24 MIN 12 MIN 32" CLEAR AT LAVATORY&LAV AND DRAIN PIPES TYP POLE 1 C " IN COUNTER INSULATE EXPOSED HOT WATER SUPPLY m 3 1/2" MAX 40". _1 ACCESSIBLE o FOR PARALLEL BAR •I. �y REFLECTIVE / 18"VERTICAL GRAB CV � • I 1. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR MINIMUM TO FACE 4'-0" A, APPROACH SURFACE 12" MAX-„N _ w OF FINISH. DIMENSIONS TO TOILET ROOM ACCESSORIES ARE TO THE 15" MIN FOR 5" MAX / 42"GRAB BAR 12" MIN - , �' 17"TO 25" I fl CENTER LINE AS NOTED OR TO THE HIGHEST PORTION OF THE OPENING OR �� Z , FORWARD FOR FORWARD - I OPERATING DEVICE- '� \Z_ Rio WI- 1- 2. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS PROJECT.SEE __ - Xx r- APPROACH APPROACH c7 L w �� = I x m W v) PROJECT PLANS AND ELEVATIONS FOR ITEMS THAT OCCUR. �C ( = Q Z H •\ r C) i Q U U C 3. SEE ARCHITECTURAL PLANS FOR ACCESSIBILITY AND/OR ADAPTABILITY I • �, f ^�4 } _ SPOUT OUTLET (J} l� -- Z - * W !'� 1 a w 8" MIN < ro CONFORMANCE IN THE HORIZONTAL PLAN LAYOUT. { [V = \1,�/� CO V U�<Z r U = C y -fir t ! o < ♦ w - (� CO m+-•' Tr '!t w Q LAV O H m r , m N j 4. SEE ARCHITECTURAL INTERIOR ELEVATIONS FOR DWELLING UNIT F.M.A. — / ��,..•-+� �I x I. RIM 0 f ADAPTABLE,AND/OR A-N.S.I.TYPE A OR B DWELLING UNIT FIXTURE — < r *kV U ~ / ¢ T a O O - O \ < z ♦ CO /��1 � 8" MIN U , U) Q } m F- r �� o MOUNTING HEIGHTS,IF THEY OCCUR ON THIS PROJECT. I,,, v ♦ \ Q -I - w L.,1- ~ _ _ \ H Z II 0 5. CONFORMANCE TO FIXTURE MOUNTING HEIGHT REQUIREMENTS ARE 10" MAX °D U} < •' www. - co Q N APPLICABLE IN ANY PUBLIC AREA OR EMPLOYEE WORK AREA MORE THAN z ~ 0 0 c�7 w ifl , -, 18"VERTICAL GRAB '2 F- x 1000 SF,AS THEY OCCUR PER PROJECT. 2'-6" ¢ u —+ M Z \� M • O Cr) �,� BAR URINAL r, - z N e_- Fig.308.2.1 Fig.308.3 1 6. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE I W M / ch I CV r�i D WITH REQUIRED MOUNTING HEIGHTS. CLEAR FLOOR SPACE CLEAR FLOOR SPACE FORWARD UNOBSTRUCTED UNOBSTRUCTED —'r 'r 2` 0 r SIDE APPROACH r10' / ! ` 42"GRAB BAR URINAL ♦ I I < O S 7. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR PARALLEL APPROACH APPROACH FORWARD REACH SIDE REACH " m in y 1 s • Y SCREEN 6" I 1 1" MIN U PROPOSED AND FUTURE ACCESSORIES AND GRAB BARS MOUNTING 6 MAX 11 MIN ick co Q •( fX I co co 0 IT:- FIXTURES. 8. PROVIDE GYPSUM BOARD WRAP BEHIND FIXTURES AT WALLS DESIGNATED FLUSH CONTROLS ON OPEN SIDE OF0 DRAWN BY: KAL ON FLOOR PLANS AS OPENING-PROTECTED WALLS. �Q MAX DRINKING FOUNTAIN/SECTION 602). MIRRORS(SECTION 603.31 SHELVES(SECTION 6034) WATER CLOSET(SECTION 6041 WATER CLOSET WATER CLOSET-PLAN URINALS(SECTION 605) LAVATORY AND SINKS(SECTION 6061 9. ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR SPACE CONTIGUOUS OR IP r �d - DATE ISSUED: ty I i� (SECTION 604) OVERLAPPING THE ACCESSIBLE ROUTE. FLOOR DRAINS SHOULD NOT BE \ 7 \ N PLACED IN THIS CLEAR FLOOR SPACE. z�� `� - PERMIT SET 10.31.18 PER PLAN 30" MIN L - / y A > 36"MIN CLR 36"MIN CLR 30" MIN CLR 60" CLR 10. EXCEPTION: DRAINS MAY RESIDE IN CLEAR FLOOR SPACE PROVIDED DRAIN HOLES DO NOT EXCEED 112"DIA.MAXIMUM;FLOOR SLOPE DOES NOT 2 2 'r — ADJUSTABLE HAND-HELD SPRAYTli _ p LIP DOES 2%IN ANY NOT EXCEED DIRECTION;AND THE ELEVATION CHANGE AT THE DRAIN '.r �.�1I!/� 4■�+`\�{//� UNIT W!60"HOSE W!FIXED HEAD / ��-",.<� INSIDE INSIDE INSIDE INSIDE .. +� 1rt +� MOUNTING OPTION @ 48"MAX AFF ADJUSTABLE HAND-HELD SPRAY V ��f��►� �'J �f(t�►� / UNIT W/60"HOSE W/FIXED HEAD \ * z MOUNTING OPTION 48"MAX AFF 0 4. (20"MAX _I >2o"-25" _ 36"ADJUSTABLE Co w " w GRAB BAR ACROSS a / SHOWER HEAD 8AR !I' {�4� M VERTICAL GRAB BAR�) \ y . F a THE CONTROL WALL AND ii- SHOWER HEAD BAR p REF,Fig.3082 2 amp 4" M X /12f1MAX ON TO BACK WALL d �` 6" MAX i 36"ADJUSTABLE U OBSTRUCTED HIGH FORWARD REACH I o 24 MIN ; ' CONTROL PANEL "! 24" MAX 11:1 ` -10" MAX > 10"-24" ^ 1 z\ FROM HEAD \ S \ 11 • LIMITS OF PROTRUDING OBJECTS 4"MIN END WALL 12" MSN 18" MIN- _ 6 MAX (Jj--____-...- .6 �- o I I CONTROL PANEL 1 cN) -N'? 1 --Nilli. j . i/ :II- '-'111111111 EXCEPTIONS: ¢ \ - ¢ a \ \II pi,kaNiRL (O C. 1 � ��pp ¢ 71 / SEAT 1. HANDRAILS MAY PROTRUDE 4 f/2"MAX ¢ s z eh J 2. DOOR CLOSEST AND DOOR STOPSt— ca / U m — GRAB BAR s 30" SHALL BE PERMITTED TO BE 78"MIN TUB SPOlSQpMj 1 1 ~ % _ SEAT I O EDGE OF SEAT GRAB BAR s 48"FROM I N. ABOVE FLOOR \ /// I- c7\ .. —!� REF.Fig.308.3.2 CONTROL END WALL BACK WALL HEAD END WALL in SIDE WALL OPPOSITE OFBACK WALL CONTROL WALL BACK WALL OBSTRUCTED HIGH SIDE REACH ICCIANSI A117.1-2909 SECTION 308 REACH RANGES(ALL DIMENSIONS 0 SEAT WALLS 72" 0 ARE NOT TO SCALE) I— I— • BATHTUB WITHOUT PERMANENT SEAT(SECTION 607) r. TRANSFER-TYPE SHOWER(SECTION 6081 STANDARD ROLL•IN-TYPE SHOWER WITH SEAT(SECTION 6081 SHEET: a.03ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS (PER ICC/ANSI r 1001.7,. A117. 1-2009) COMMON FIXTURE MOUNTING HEIGHTS Co PERMIT SET a M 0 LRS Architects,inc.©2018 GENERAL NOTES A. REMOVE EXISTING FLOORING&BASE UNLESS OTHERWISE NOTED.REFER TO A801 FOR MORE INFORMATION. B. PROTECT ALL ADJACENT AREAS DURING DEMOLITION&FROM DUST AND TRASH INTRUSION. C. REMOVE&SALVAGE DOORS&RELITES FOR REUSE WHERE OCCURS.REMOVE ALL FRAMES AND HARDWARE. LnS D. REMOVE BLINDS&WINDOW COVERINGS. it E. REMOVE AND SALVAGE FIRE EXTINGUISHERS&CABINETS FOR REUSE. I PROVIDE F. PATCH SHEETROCK AND PAINT WHERE PERPENDICULAR WALLS WERE ARCHITECTS REMOVED. G. REPAIR ANY DAMAGED WINDOW MULLIONS,SILLS OR TRIM AT PERIMETER OF 720 NW Davis 503.221.1121 1; BUILDING WHERE WALL(S)WERE REMOVED. f H. ALL NEW WALLS TO HAVE BLACK REVEAL TOP TRACK TO MATCH EXISTING 11 CONDITION. Suite 300 503 221.2077 0 .11 I. CONTRACTOR TO CONFIRM ALL COMPONENTS WITHIN DEMOLISHED WALLS. Portland OR 97209 www.lrsarchitects.com 1 ] [ i. 1 \ \ % I >� �,. . �r • ,„.,50 4. I i I .i.A.,( ,. • ,,cs VACHELLE C.sun. i 44_ diji_ a: e/vvnewww0/7?-73 Jj PORTIA'S,OREGON „ . \ 63,55ce DEMO PHASING LEGEND OF i. \ iEXISTING TO REMAIN I ti�ti�l�t DEMOLISH EXISTING ELEMENT CONSULTANT: \� / II I.-.___] NOT INCLUDED IN SCOPE OF WORK / ;s los a I • \ I J ❑ i_Hi= — 1 Al , i II ® \ IlI I I I �, -- '1 11 r. J I I] .1 Is e --- U : \ Jl I - — — - I I II ! `- L 1 : '1 1 r ._ CO Com) _ I 100 , , KEYNOTES ] L — I r 1 r r 1 I A A 275 REMOVE EXISITING LOWER AND UPPER CASEWORK.SALVAGE FOR PROJECT NUMBER: 217071 i V J L 278 $3 L J I REUSE IN NEW LOCATION.REFER TO PLANS. II L.. I 276 REMOVE EXISTING CASEWORK.PATCH AND PAINT AS REQUIRED. I 11 W f 277 REMOVE EXISTING CASEWORK,RELOCATE PLUMBING PER PLAN. IES TLA KE 278 REMOVE EXISTING TOILET PARTITIONS,COUNTERTOP,SINK, I- 1 L I I II i FAUCET,GRAB BARS,ACCESSORIES AND CARPET IN RESTROOMS CONSULTANTS TI I ' I r 11 I# j 115 AND 116.PATCH AND PREPARE FOR TILE. I 1 279 REMOVE PORTION OF WALL FOR NEW OPENING. 1 1 11 280 REMOVE EXISTING PLUMBING FIXTURES,ACCESSORIES,MIRROR, {p -_ I I AND FLOORING. I CD I I I ® ) I I \ I 281 REMOVE EXISTING PLUMBING FIXTURES AND CASEWORK.CAP OFF I 1 PLUMBING. L _ ii I I I 11 {mss i I 282 RELOCATE VENDING MACHINES TO WAREHOUSE 143.CONFIRM 15115 SW Sequoia 4 i� ® 1 I I 1� .1 1 LOCATION WITH TENANT PRIOR TO CONSTRUCTION. V I II I 283 RELOCATE REFRIGERATORS TO WAREHOUSE 143.REFER TO Pkwy Suite 15 / ELEVATIONS- I I 1771771— J II 11 � 286 REFINISH EXISTING COPY ROOM CASEWORK ISLAND WITH NEW .7 �_-__`�rQ -_-_-....„1, a h ICD L J L_ J L _ 1 287 PLASTIC PLASTIC LAMINATE. EXISTING REFER TRAINING ROOELEVATIONS.ORK WITH NEW Tigard, OR 9 7224 • I 288 REMOVE EXISTING DRINKING FOUNTAIN.PATCH AND PAINT AS \ I I c f-f 1 REQUIRED. 289 REMOVE EXISTING PROJECTION SCREEN AND SPEAKERS.PATCH AND PAINT AS REQUIRED. fil I I ® I 7= j 290 REMOVE FIRE COMMAND KEYPAD,RELOCATE PER NEW PLAN. 11, J I r \ 4441 1 L I �\ H -t� i - 1 =x 4 I1. � ' ' ille" al II C II ,• U 0 �i l SHEET TITLE: r I, �-� i ___ _- - DEMO FLOOR ,I I I I, PLAN itII rl li II aD II cn e , , It , C i J 6o I r- - 3- - - ti II I' ii 3 e I I II I f. o =-_-� p �I f_ , i. — DRAWN BY: KAL CD I / I I I- r — I DATE ISSUED: m li II ii \ i PERMIT SET 10.31.18 1.1: '' -a ..-- 11 ›. it II a11-e-- `b' it it v it liI • N 1. DEMO FLOOR PLAN 0 4' 8' 16' Q SHEET: SCALE: 1/8"= 1'-0" o PLAN NORTH AD201 N lei CO 8 PERMIT SET LRS Architects,Inc.02018 GENERAL NOTES L rS A. DIMENSIONS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED. ADVISE ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. B. PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK TO MATCH EXISTING AND/OR NEW CONSTRUCTION. C. SOUND CAULK ALL WALL/GLASS&WALLIMULLION JOINTS. [, D. PROVIDE NEW FRAMES AND HARDWARE AT ALL DOORS. ® .� ..... — _ ISI ^ E. ALL DOOR OPENINGS TO BE 5"FROM PERPENDICULAR WALL,UNO, F. MAINTAIN EXISTING FIRE RATING ON WALLS,DOORS AND ENCLOSURES AS ARCHITECTS REQUIRED BY CODE. G. ALL NEW WALLS TO HAVE BLACK REVEAL TOP TRACK TO MATCH EXISTING CONDITION. H. WHERE NEW DOORS,FRAMES AND HARDWARE ARE PROVIDED,PROVIDE KNOCK 720 NW Davis 503.221.1121 OFFICE DOWN FRAMES WITH WOOD DOORS AND BUILDING STANDARD ADA LEVER OFFICE 108 OFFICE HARDWARE.REPLACE ALL EXISTING DOOR FRAMES AND BRASS HARDWARE IN SCOPE,TYP. Suite 300 503 221.2077 fl 1. [ 107 109 Portland OR 97209 www.lrsarchitects.com 81 [. 18-- �_ / '8[ Iw J// [1 I -'_moil - - _._,..___r - ii--I WALL TYPE LEGEND 'c 4 moan c sun EXISTING TO REMAIN ja,/, lid("WW Pgral3 0,-- -. : :. Pi tf4 E105 NEW BUILDING STANDARD PARTITION �e SEE 21A920 I OF Oe OFFICE OPEN OFFICE NEW BUILDING STANDARD PARTITION 6"ABOVE GRID 105 106 - ® K x x, LSEE 3(A920 — CONSULTANT: i DOOR&RELITE FRAME TYPES.SEE A701. \.../ E1oa' 11 FIELD OFFICE ® fir SEMI-RECESSED MOUNTED FIRE EXTINGUISHER 110 FEC CAB A870 :I • E EXISTING OFFICE ® � 1 104N. N NEW ® C - - _ NOT INCLUDED IN SCOPE OF WORK Lu SURVEY 204 N111 0 210 111 A870 HALL IT ---\ J. ,l - , �L' 202 w 102 I � MENS \ Eiis �_ w 1- -,-._ � � 115 w L 9 r 1 © I ® IL...._ J OFFICE OFFICE OFFICE OFFICE N122 r 1 MEDIUM CONF. Z 103 � 114 113 112 Z I I 101 C7 —� �� Q C� OFFICE L_ _ - if �- I— KEYNOTES Q , 'Ni -I 122 ' —-----~ 112 ® L - PROJECT NUMBER: 217071 215 �� o o = �� t�� 201 PROVIDE WALL FLOCKING FOR TENANT PROVIDED TV(S).CONFIRM I I ,ov , y SIZE AND LOCATION WITH TENANT 202 COUNTPROVIDE CONCEALED SUPPORT SYSTEM FOR WALL MOUNTED WES TLA KE I A870 Z IF— A870 COUNTERTOP. CONSULTANTS O 1 WOMENS 10 WAREHOUSE 203 PROVIDE WALL BLOCKING FOR TENANT-PROVIDED SHELVES. T! E100 D 1 16 E116 27 A870 143 204 INFILL OPENING TO MATCH ADJACENT FINISHES. 5h ORAGE 205 PROVIDE LEVEL 5 WALL FINISH FOR GRAPHIC WALL.REFER TO A860 ® � 117 4 I 208 A801, I F -. W 3 ®1 ?� 207 PROVIDE(1)STAINLESS STEEL UNDERMOUNT SINK(KOHLER N123 Ip UNDERTONE,EXTRA LARGE BOWL,31-112 X 17-314"X B"WITH I - KITCHEN SINK TRAY)AND GOOSE NECK FAUCET(GROHE, Q CDNGETTO CHROME),(2)STAINLESS STEEL DISHWASHERS, 15115 S W Sequoia 3 I ALIGN - A870 2 1 PLUMBING AND WATERLINE FOR{2)TENANT PROVIDED I �_ 860I IZ HALL BREAK ROOM ----..<MEDIUM CONF. REFRIGERATORS,AND{2)COFFEE MACHINES, 208 PROVIDE(1)STAINLESS STEEL UNDERMOUNT SINK AND pkwy Suite 5 : �IGN 119 5 120 O 123 GOOSENECK FAUCET(CRONE,CONCETTO,CHROME),(1) LI\ LOBBY/ A870 STAINLESS STEEL DISHWASHER,AND(2)TENANT PROVIDED 1 • RECEPTION �� 6 ® N REFRIGERATORS AND(1)COFFEE MACHINE. y�' Q 7 100 A$70 13 L _— / 201 TV 210 PROVIDE CONNECTION FOR HOSE BIB(COLD ONLY). Tigard d OR V ! 224 ® ® _ , 211 RELOCATED UPPER AND LOWER CASEWORK_ 5 ® I r 2...� 212 PROVIDE BLOCKING FOR TENANT-PROVIDED LOGO. 213 PROVIDE BLOCKING FOR TENANT-PROVIDED LOGO AND POWER AS `- 6 REQUIRED, -- 14 QUIET t 214 PROVIDE RELOCATED UPPER CABINET. 4 COPY ROOM SERVER 124 I RESTROOM ' A 860 215 PROVIDE NEW TOILET PARTITIONS,SOLID SURFACE COUNTERTOP AND PORCELAIN SINK WITH AUTOMATIC FAUCET,SOAP DISPENSER 1 18CID 121 AND PAPER TOWEL DISPENSER. ' / I Z �� 142 216 PROVIDE NEW OPEN SHELVES AND LOWERIUPPER CABINETS TO MATCH EXISTING.SEE ELEVATION. A860 n ! TV ® N TV LIC° 218 PROVIDE(10)STAINLESS STEEL COAT HOOKS STAGGERED 6" ' ` ' . _ - = _ < Z �_ = � APARTA74B"AND80"AFF • 22D PROVIDE BLOCKING FOR COFFEE MUG DISPLAY,REFER TO - �� ELEVATIONS. (203 4'-0„ 16'-4'/ CD C E141 Y ALIGN pp 221 LOCK EXISTING DOOR AND PROVIDE"DOOR IS BLOCKED"SIGNAGE SHEET TITLE: ` / .1. -'r ALIGN ON EXTERIOR.PROVIDE FURRING ON INTERIOR Tp COVER THE -I 222 DOOR ENTIRELY. 11 1 PROVIDE HAWORTH ENCLOSE INSIGHT FRAMELESS GLASS SLIDING __z_l n . DOOR SYSTEM WITH FULL HEIGHT GLASS PANELS. FLOOR PLAN o z cr TV aliD Oa OFFICE OFFICE W 135 127 OFFICE I O 139 OFFICE N135 N127 125 2 LARGE CONF. . • . > 140 / N134 N128 \ E139 E125 1 "1 op 136 O OPEN OFFICE OFFICE OFFICE I �1 A$70 8 I ilJ 134 126 O I. co O OFFICE 7 • ALIGN 138 II ii I U pi REF li 1 OFFICE OFFICE m tu k O 133 129 O CLOSET E138 CI 176 137 LU ' OPEN OFFICE I M 126 O Z N133 N129 • DRAWN BY: KAL T6 10'-4" 10'-5" Z DATE ISSUED: v ALIGN C PERMIT SET 10.31.18 c>S , O J U —z' f,� - =1.3 M I `' M M_ JE : ' - w w w 8 •• OFFICE OFFICE OFFICEU 132 131 130• _ Irl H _, . f - / ,0 y N '920 1. FLOOR PLAN 0 4' 8' 16' SCALE: 1/8"= 1'-0" 4 PLAN NORTH SHEET: a) yr cisN Li.5 A201 PER IT SET Q 0 r- LRS Architects,inc.©2018 GENERAL NO TES A. THIS DRAWING REFERENCES EXISTING CONDITIONS FOR REFERENCE ONLY. ILMIE rS VERIFY IN FIELD. B. PROTECT ALL ADJACENT AREAS DURING DEMOLITION,AND FROM DUST AND - TRASH INTRUSION. _.,...::, ::. T C. CEILING CONFIGURATION TO REMAIN,UNO. N. D. ALL ELECTRICAL WORK IS DESIGN-BUILD.VERIFY EXISTING CONDITIONS- X X I X X 1- -1 1 I 1 ARCHITECTS 1 I I- I I -I -- J I -I L � - i_ — I I � I � 720 NW Davis 503.221,1121 ( Suite 300 503 221.2077 D N RCP DEMO LEGEND Portland OR 97209 www.lrsarchltects.com EXISTING 2x2 ACOUSTICAL SUSPENDED CEILING. I I I � — >< ><"-IITEMS BELOW ARE SHOWN FOR REFERENCE ONLY, r." *Ini). Cn \ 6.1 5 " , , , , , , , , , , , , , , EXISTING HVAC SUPPLY Fa if,_ Li/. , , PORilAJ U Ohl -I ......„...„-Por.:4 ..,____, 1____ 1 _ , L I 1 1 \ EXISTING HVAC RETURN ,,1 6355 1 v , . i 1 , I401 ® [i OF O I . __•,. _ L I -„. - EXISTING EXIT SIGNS I I I I I I I I EXISTING 2X2 LIGHT FIXTURE JI I I I 1 I I CONSULTANT: - — r1 I - EXISTING LIGHT FIXTURE TO BE REMOVED OR RELOCATED I L- - - IL J II I I EXISTING 2X4 RECESSED TROFFER LIGHT FIXTURE IST �' 1 - I I I I I, . I f a EXISTING RECESSED CAN LIGHT FIXTURE I 1 r � I \ i it e EXISTING PENDANT LIGHT FIXTURE • j_ 401) I II I / a �� I .\ I I L=.-.-_-:___ p EXISTING SUSPENDED INDIRECT LINEAR LIGHT FIXTURE _I-I — I I 1 I EXISTING CEILING MOUNTED PROJECTOR I © I I I I >< I NOT INCLUDED IN SCOPE OF WORK / I - -1 -I-----./ - 1_r 'i 1 I 1L 'X , J A !-I --- 1 T -I-- +- - 1- KEYNOTES ____ I f 404 I _ _� _ II 1 r _ I ____ I _ I _ PROJECT NUMBER. 217071 - `� [ '-r I I I -+ -� I! I I T I -r 4p1 REMOVE ANDIOR RELOCATE EXISTING EXIT SIGN. I I I I 1 { 402 REMOVE EXISTING WALL WASHERS AND TRACK LIGHTING. 1 II ,I L I WESTLAKE I I I I --4 1 r L 1 _ I fil I I - 1 - -} I- I 403 REMOVE EXISTING PROJECTOR. ��[- ® ! - '-- --_-*--_�� __+_-__ `+�--�- f 404 REMOVE EXI517NGSOFFIT AND FLUORESCENT LIGHTING.PATCH i t -rte-- -_ - —1t_ - .--- �_-. _�. I I I I I I I I / 1 I AND PAINT AS REQUIRED. �V �� ,__ 401 __ -;-1: I T 7 IIS ir i - K- CONSULTANTS TI 1 I I II II I I III F-I II1 11 1 I - - E1 I- -1 f 1 i1t_-1---t --r7r� -!----i-T1-I -1_, _ _ L _... _ _ - � �� _ 1 I III 15115 W Sequoia 1 1 �, „r40Z) - - XI I I III I I 1 1 __ _ _ Pkwy, Suite 150 1 1 l� ! I I III I i I i -`S — I • : - -- I I �� '-_-L �- i Tigard, OR 9 7224 H i I I I I I �� \\-E I I 1 1 1 1 1 ,-- I i -I' 1..1 - -1 L L I I I - I _I F -1 -----1--+--L- - - -- -- 1 1 1L ! L- 1 -i- ___I- -1--+---- -1-- �� i--i -- I� I 1 L , 1 1 1 I I 1 ',CL__i L It L_L__ - —� - I 1 - ,,',.1 1 I II I I I I! •- r i !J I - - SHEET TITLE: H. f -t i -� 1. I I I , ri 1 DEMO ] i-- , - 4-- - - I I —. —I K I p f -- --�-� l- -I-r — I REFLECTED L _ CEILING PLAN I --1----t�<403>__ 1_-- i - - --‘--ii I I F -I 1O 1 - H.- I ( I I-. 1--L1 I J- ; --- S. I II 1 I I + z . J 4 L -ifs- I L - l - - L - 1 I I !, I L 1 1 I - -I] 1 II z I I 1r 0 i U �_ L r _ _ 7 16 I FI = — = J I oh !I r - - - - -1 DRAWN BY: KAL I 16- T JI III II . ._•.__ ._. ._ _r:- .- ,-.4 DATE ISSUED: a� t� I I PERMIT SET 10.31.18 1 I713 IJ I I o 111 I _I _. I I I 1 II I ,Y --I 1 I- I I-I 1 1I - - 1 - - S - -� , _1 I I 11 i1 N I 1 i ._- N 1. DEMO REFLECTED CEILING PLAN o 4' 8 SHEET: SCALE: 7/8"= 1-0" Q 0 PLAN NORTH A D40I , N its co ti 8 PERMIT SET 0 d LRS Architects,Inc.02018 GENERAL NOTES L_______1 , _ - - .'-•-•• - -, Imo_ A SEE SHEET A914 FOR TYPICAL SUSPENDED CEILING REQUIREMENTS. \. / B. ALL ELECTRICAL WORK IS DESIGN-BUILD.EXISTING AND NEW LIGHT FIXTURES 4 ARE SHOWN FOR REFERENCE ONLY.VERIFY EXISTING CONDITIONS AND - L rS ` , \ i / � REPORT DISCREPANCIES TO ARCHITECT.SUBMIT ELECTRICAL PLANS TO // ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION.CLEAN AND RESTORE ALL A \, I I ,, LIGHTS TO WORKING ORDER PRIOR TO JOB COMPLETION. C. ALL MECHANICAL WORK IS DESIGN-BUILD.EXISTING AND NEW DIFFUSERS ARE SHOWN FOR REFERENCE ONLY,VERIFY EXISTING CONDITIONS AND REPORT • "! AND LANDLORD FOR REVIEW PRIOR TO CONSTRUCTION.ILEAN ALLCDI FUSERS A �IA A A — A A IARCHITECTS — PRIOR TO JOB COMPLETION. D. ALL FIRE/LIFE SAFETY WORK IS DESIGN-BUILD.SUBMIT PROPOSED LOCATIONS 720 NW Davis 503.221.1121 r � FOR EMERGENCY LIGHTING,STROBES,SMOKE DETECTION AND SPRINKLERS I I TO ARCHITECT FOR REVIEW AND COORDINATION PRIOR TO CONSTRUCTION. i E. SPOT ELEVATIONS ARE FROM FINISH FLOOR TO SURFACE OF CEILING AND ARE Suite 300 503 221.2077 \ L____\ \ ROUNDED TO THE NEAREST INCH,TYP. — �j " a I� < i. F. SPRAY PAINT ALL METAL ACCESS PANELS AND DIFFUSERS TO MATCH W ADJACENT CEILING FINISHES UNO. PortlandOR 97209 www.lrsarchitects.com G. REPLACE ALL DAMAGED CEILING TILES AND GRID TO MATCH EXISTING BUILDING STANDARD. H. UPGRADE ALL LIGHTING TO NEW 2X4 LED UNO. • I. WHEN NEW LIGHT SWITCHES ARE ADDED TO ANY PORTION OF THE SUITE, Irl , — REPLACE ALL EXISTING LIGHT SWITCHES WITH NEW BUILDING STANDARD WHITE OCCUPANCY SENSOR SWITCHES_ J. LUMINAIRE CONTROLS:DESIGN-BUILD CONTROLS BILL OF MATERIALS BY CONTRACTOR.SPEC:ACUITY BRAND CONTROLS AND DEVICES(SUCH AS WALL , A A A A A A SWITCHES,DIMMERS,OCCUPANCY SENSEORS,PHOTOCELLS,ETC.) K. VERIFY ALL MOUNTING HEIGHTS ONSITE WITH DESIGNER PRIOR TO INSTALL .•4.4411*.Cil'IY4131 II/tel. LI . II - cg mum C. sof T.4.41 411144(1711;q4:3 ,\ — , RCP LEGEND a A \ A %DRAW,' H,,,/ A A A I A A A EXISTING 2x2 ACOUSTICAL SUSPENDED CEILING.\\ 4) ,� OF O. _- NONRATED GYP.BD.SOFFIT OR NONRATED ONE LAYER GYP.BD. 1 - - , SUSPENDED CEILING SYSTEM.SEE A914. NOT INCLUDED IN SCOPE OF WORK CONSULTANT: X j WD-1 CEILING TREATMENT A A A A A A �� A A A X HVAC SUPPLY(REFERENCE ONLY) • , ,.;,:,-4z,XIm �� - I L I \ HVAC RETURN(REFERENCE ONLY) l/'�- • :�• �`r • ? ` ,,:.,•,- • ? /J�\/ A A K K EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS)FLUORESCENT LIGHT FIXTURE SURFACE MOUNT AIL. 1 r ^- I i :�• :- • 71 —m • 18' _O' CEILING ELEVATION TAG SO H X H 0� ir• = I I I tip `,'1d l _ '•y_' _.?'� ••�' *'-l��r-[!-i_ - ' �•��I�,�f�'_'•Y.r �•S h• I i p. I <' '' � .;}': 2' 8" 4'-Q -' a 8'-8" 4-Q 2-8 ; 1. _ Y�• ;, • p , KEYNOTES F• •-4'-0";'s .•�'-2 314 ;F , :.)•.' _A "L11 ^� • ,,,� •fes ,' !.'• •R• -J Q� , , I' ' • if B,p„ -;�4 .;: BQ•, '•�-B 405 PROVIDE LED UNDER CABINET LIGHTING. ±; r," A ,. . :'�`' C �D�'' • 'ti . H H PROJECT NUMBER: 217071 ;''. ', - -_ '?: 406 NEW OR RELOCATED EXIT SIGN. x •r,' L 407 PROVIDE J 80X 1N CEILING FOR TENANT PROVIDED PENDANT LIGHT wES TLA KE �;. I tq - y. gip. tG aG_ C®G -'s A C K FIXTURE TO BE MOUNTED AT 6'-0"AFF. • N c4 '2' ., io1� r''p -s K : .,...•,,,,..—1 --_D E ;`e" _ ::J_ ,;�, s CONSULTANTS Tl ..,,:.13,, — a I<�r i„ A -'!.'.. 9._6.._.:,:, �a.'':. k A 14 A ....:::,,,,,..-;.::::,...\ ,14`-1--y \ T �•'•..; �•` " ;i�a� !��•'. �',^ • F' '�-`,•r.- _ ,-'' �.. ,a ^,,,'. - �� _ .w.w., b 15115 SWSequoia W_o : I; w:• .•: -,•., xi 1'Vimimm- f•- Pkwy, Suite 15 ALA a Y T' h• A M In nn f `�' ►- ,�. _ : : , . }. =�: .7-° „ Tigard, OR 97224 ,; :J'• H H K K ;`p, - '. -Q-'8'-0„• `•O'` A\ A A A4HA ..41 aB' :B` • ` lir- SHEET TITLE:L ES CQ Z-Q" A A A F �`TYF LA A •I A _ w _. REFLECTED A A a: — _ olimoimialimisio , _C A , ke,, CEILING PLA N 1 1 . .. ..,_..... • ,... . .. , AA 4111 A , *101.0000„.. • ..- .... • .- -- - .. 2A � 1 • o 4 B. :JB' �\ A • A _ A :'-' " ''. j 1 \ , . �I SIM ~! A A A A �I 1iB • 8'_0 ' _•pB�. _ -•Btl x'A, 1 YX i A A H m I - — 1 z ../Xt o 0 A IA � i A �� A \ A co A ti ■ ® \ ____ _!1± ,_LL.,, A A LIGHT FIXTURE SCHEDULE o L Y. KA L N. PLAN LEGEND LIGH I ING'IYPE MANUFAC IURER MODEL MOUNTING HEIGHT(AFF) t- DATE ISSUED: \ A 2X4 TROFFER LITHONIA LED INTEGRATED,2 BLT W/DIMMERS N/A PERMIT SET 10.31.18 B RECESSED SQUARE LITHONIA LED 4"SQUARE OPEN LDN4SQ W/DIMMERS N/A :/ C LINEAR PENDANT FINELITE 8'LINEAR LED HP-2 T-0" U D RECESSED LINEAR FINELITE 4'LINEAR LED HP-2 RECESSED W/DIMMERS N/A `°I A A I A A A A E WALL WASHER FINELITE 4'LINEAR LED HP-4 W/DIMMERS N/A L F PENDANT V2 DUOMO MLDT,SHADE EXTERIOR:TEXTURED METALIC DARK GRAY,SHADE INTERIOR:Si LIGHT ORANGE T3 6'-6" \ A G PENDANT TBD IA TED;ALLOW$550 ALLOWANCE MFRS Q r H 2X2 TROFFERLITHONIA LED INTEGRATED 2 LT W!DIM N/A : I LIT MIRROR ELAN LED MIRROR,84003 N/A y I ® J LIT MIRROR ELAN LED MIRROR 83994 N/A 1. �� K LINEAR PENDANT EXISTING EXISTING EXISTING IU , I I l L LINEAR PENDANT FINELITE 8'LINEAR LED HP-2 SURFACE MOUNT NIA N 1. REFLECTED CEILING PLAN A k D 4' 8' 16' .�.-- . SCALE: 1/8"= 1'-0" 4 PLAN NORTH SHEET: N 10 401N .0 o PERMIT SET N O LRS Architects,Inc ©2018 DOOR TYPES _=:. r - , 3'-0" 3'-0" 1t. 1 / j /1 // ARCHITECTS 720 NW Davis 503221.1121 -_- 4/ 4 / Suite 300 503 221.2077 0 co \ as \ %r Portland OR 97209 wwwirsarchitects.com \ \ DOOR SCHEDULE F FG 1 DOOR IDENTITY 1 DOOR PROPERTIES 1 FRAME PROPERTIES FLUSH FULL GLASS .4A-NA 444S1 1 MARK ROOM NAME 1 WIDTH 1 HEIGHT I THICKNESS I DOOR TYPE I DOOR MATERIAL I DOOR FINISH I FRAME TYPE � FRAME MATERIAL I FRAME FINISH COMMENTS DOOR `. �i SW ITT E100 COPY ROOM 100-10" 7-$" 1314" E E E E AL CLEAR MICHELLE M.1�# T 1E101 MEDIUM CONF. 3'-0" 8'-0" 1 3/4" E E E E AL CLEAR [E103 (OFFICE 13'-0" 8'-0" 1 3/4" E E IE E AL (CLEAR I 1E104 OFFICE 3'-0" 8'-0" 1 3/4" E IE IE E IAL 'CLEAR 1. FRAMELESS GLASS DOORS: 1E105 OFFICE 3'-0" I '-0" 11 3/4" IE E E E AL 'CLEAR � a. 112'THICK CLEAR TEMPERED GLASS,UNO Ora E107 07 OPENFIOFFICE 3'-0" 8'-0" 1 3/4" E E E E AL CLEAR b. DOOR STYLE:TYPE"P"CONTINUOUS 4"SQUARE HORIZONTAL TOP AND BOTTOM RAIL,SATIN ANODIZED T P O c. CONCEALED CLOSER:4"X 1-3/4",SATIN ANODIZED W�Fr! d. HANDLE:CRLAURENCE,CRL 24"EXTRA LENGTH LADDER STYLE BACK-TO-BACK PULL,#24LPBS E109 OFFICE 3'-0" 8'-0" 1 3/4" E E E E I AL CLEAR 2. PROVIDE ADA LEVER STYLE DOOR HARDWARE AT ALL WOOD DOORS. y,, E112 OFFICE 3'-0" 8'-0" t 3/4" IE E E I E 1AL CLEAR a. AL SERIES SATURN IN SATIN CHROME(626)5-PIN C KEYWAY IF LOCK(VERIFY LOCKING WITH TENANT PRIOR TO {Jai E113 OFFICE 13'-0" 18'-0" X13/4" IE E E IE IAL (CLEAR CONSTRUCTION). #! E114 'OFFICE 3'-0" 18'-0" 1 3/4" E 1E E E AL 'CLEAR I b. PROVIDE HINGES TO MATCH. OF Ce E115 MENS 3'-0" 18'-0" 13/4" E E E E AL CLEAR 3. PROVIDE WALL OR FLOOR DOOR STOPS AT ALL DOORS. E116 WOMENS 3'-0" 8'-0" t 3/4" E E E E AL CLEAR 4. REUSE EXISTING WOOD DOORS WHERE POSSIBLE.ALL NEW WOOD TO MATCH EXISTING SIZE,WOOD GRAIN,AND STAIN. E121 !SERVER 3'-0" 8'-0" 1 3/4" E E E E AL I'CLEAR E125 I OFFICE 13'-0" 8'-0" 1 3/4" E IE E E AL (CLEAR E128 IOPEN OFFICE I3'-0" 8'-0" 11 3/4" E IE E E AL 'CLEAR E131 OFFICE 3'-0" 8'-0" 113/4" E E E E AL 'CLEAR CONSULTANT: E132 I FFICE 3'-0" 8'-0" 1 3/4" E EE E AL 'CLEAR E138 'OFFICE 3'-0" 8'-0" 1 3/4" E E IE E IAL ICLEAR . E139 (OFFICE 3'-0" 8'-0" 1 3/4" E IE IE E IAL CLEAR � DOOR MATERIAL LEGEND E1411 JANITOR 3'-0" 8'-0" X13/4" IE IE IE IE IAL CLEAR � E145 OFFICE 3'-0" 18'-0" 1 3/4" F IE E E IAL CLEAR I E146 OFFICE 3'-0" 8'-0" 1 3/4" F E E E IAL CLEAR MFR MANUFACTURER'S STANDARD E147 OPEN OFFICE 3'-0" 8'-0" 1 3/4" F IE E AL CLEAR (E) EXISTING E148 OPEN OFFICE 3'-0" 8'-0" 13/4" IF IE E 1E IAL CLEAR (N) NEW E149 OPEN OFFICE 3'-0" 8'-0" 11 3/4" IF E E I E AL CLEAR AL ALUMINUM E150 l!OPENOFFICE I3'-0" I8'-0" 1 3/4" IF E E IE AL CLEAR STL-KD STEEL FRAME-KNOCK DOWN N101 (MEDIUM CONF. 3'-0" 8'-0" 1 3/4" FG SCWD TS A AL CLEAR SCWD SOLID CORE WOOD GL GLASS-TEMPERED N111 WAREHOUSE 3'-0" 18'-0" 1 3/4" F SC WD TS A AL CLEAR TS STAIN-TRANSPARENT 1 N117 COPY ROOM 3'-0" I8'-0" 1 3/4" F SC WD TS A AL CLEAR 4 P PAINT N122 'OFFICE 13'-0" 18'-0" 13/4" F (SCWD QTS F AL CLEAR CLR CLEAR N123 IMEDIUMCONF. 114'-0" 8'-0" 1/2" MFR SGL ICLR G I MFR MFR N124 (QUIET 3'-0" 8'-0" (13/4" IF I SC WD 14-SA AL CLEAR 3 '' N127 IOFFICE 3'-0" -0" 1 3/4" F SCWD S B AL CLEAR IN128 'OFFICE 3'-0" 8'-0" 13/4" F ISCWD �TS B 'AL CLEAR 1N129 (OFFICE 3-0" 8'-0" 13/4" F I SCWD ITS B IAL CLEAR IN130 OFFICE 3'-0" 8'-0" 113/4" ISCWD ITS C IAL CLEAR 4 N133 OFFICE 3'-0" 8'-0" X13/4" IF SC WD TS 18 IAL CLEAR HARDWARE SCHEDULE N134 OPEN OFFICE 3'-0" 8'-0" 11 3/4" F SC WD TS B AL CLEAR IN135 OFFICE 3'-0" 8'-0" II 3/4" F SC WD TS 8 AL CLEAR 4 1N137 CLOSET 3'-0" 8'-0" 11 3/4" F SC WD TS A AL CLEAR 4 PA ftpyl►QIZE ROUP#01:SINGLE DOOR-PASSAGE N140 LARGE CONF. 3'-0" 8'-0" 11 3/4" FG SC WD TS IA AL CLEAR JA,,$$8$AAGGEE 5$ HINGES IN142 RESTROOM 13'-0" I8'-0" 113/4" IF SCWD TS IA AL CLEAR 3 DOOR STOP SILENCERS!SEALS LEVER WWHANDLE -ADA COMPLIANT PASSAGE$ETROUP#02:SINGLE DOOR-PASSAGE W/CLOSER HINGES PROJECT NUMBER: 217071 DOOR STOP SILENCERSSEALS-A I NES TLAKE LEVERR HANDLE -ADA COMPLIANT CLOSER KRVDAW yWITN.INDfCALEr R-OCCUPANCY INDICATOR CONSUL TANTS Tf HINGES DOOR STOP SILENCERS/SEALS LEVER HANDLE -ADA COMPLIANT CLOSER HARDWARE GROUP#04:SINGLE DOOR-PASSAGE-LOCKSET 15115 SW Sequoia PASSAGE W!LOCKSET HINGES DOOR STOP Pkwy, Suite 150 SILENCERS/SEALS LEVER HANDLE -ADA COMPLIANT Tigard, OR 97224 DOOR FRAME & RELITE TYPES MATCH EXISTING MATCH EXISTING i MATCH EXISTING • 3'-0" jr 3"-0" 1 / 5'-0" 3'-O" 6'-0" EQ EQ EQ 3'-0" EQ EQ EQ 3'-0" — 5'-0" I. t / / SHEET TITLE: TL T DOOR • SCHEDULE & T/ /I // /7/ /7/ / //// /// i / i i / TYPES TEMP Z TEMP Z < <- —> 'i� is O 2o W _ m CD M S M 2 I- TEMP TEMP I- < TEMP TEMP TEMP TEMP TEMP TEMP 031 <S TEMP TEMP TEMP TEMP � I `CONTRACTOR TO VERIFY GLASS THICKNESS(3/8"OR 1/2") *CONTRACTOR TO VERIFY GLASS THICKNESS(3/8"OR 1/2") w co T T • T T T .0 co U 1. FRAMELESS GLASS OPENINGS: CD .x a PROVIDE FRAMED GYPSUM BOARD WRAPPED OPENINGS PER DIMENSIONS LISTED ON PLANS-FIELD VERIFY PRIOR TO ORDERING GLASS. N b. PROVIDE TEMPERED 1/2"THICK CLEAR GLASS AT ALL RELITES. Vi c. PROVIDE 1-1/2"SURFACE MOUNTED U-CHANNEL AT TOP OF GLASS,SATIN ANODIZED. d. PROVIDE 1"SURFACE MOUNTED U-CHANNEL AT BOTTOM OF GLASS,SATIN ANODIZED. e. PROVIDE SILICONE CAULK AT ALL SEAMS. V I 2. FRAMED OPENINGS: t•.. a. TOUCH UP EXISTING FRAMES AS NEEDED TO APPEAR AS NEW. DRAWN BY: KAL Q b. ALL NEW FRAMES TO BE BUILDING STANDARD(ALPHA ALUMINUM PRODUCTS,STANDARD TRIM 1"X 3/8"WITH 1/2"REVEAL). N DATE ISSUED: PERMIT SET 10.31.18 Li, U 0 .a 0) Ct 6 a SHEET: L0 <d A701 N coic, 8 PERMIT SET cs Q LAS Architects,Inc.e2018 GENERAL NOTES . --- -- -----o- I A. SEE FINISH MATERIAL LEGEND,INTERIOR FINISH PLANS,INTERIOR ELEVATIONS AND REFLECTED CEILING PLANS FOR MORE INFORMATION. B. INTERIOR PAINTS ARE TO HAVE THE FOLLOWING SHEENS UNO: - —---I- FLOOR FINISHES WALL FINISHES ARCHITECTURAL TRIM • WALLS-EGGSHELL • CEILINGS&SOFFITS-FLAT • DOORS,DOOR FRAMES,CASINGS AND MILLWORK-SEMI-GLOSS CONCRETE PAINT SHEENS ARE AS TYPICAL PER INTERIOR FINISH SCHEDULE GENERAL NOTES OR AS OTHERWISE SPECIFIED IN THE C. PAINT BOTTOM AND SIDES OF SOFFITS TO MATCH ADJACENT CEILING COLOR V---------'- - FINISH SCHEDULE UNO. co SEALED CONCRETE D. FLOORING DIRECTION AND SEAMING LOCATIONS ARE TO BE APPROVED BY ARCHITECTS THE ARCHITECT. 400 GRIT ARCHITECTURAL TRIM E. SEE INTERIOR DETAILS FOR ALL FINISH TRANSITIONS. WALL FINISHES (P-1) PAINT co (VINYL BASE,RUBBER BASE) F. PAINT AT GYPSUM WALL BOARD: • GREEN SEAL STANDARD GS-II CERTIFIED 720 NW Davis 503.221.1121 • FIRST COAT:VINYL LATEX PRIMER SEAL MFR:ROPPE MFR:MILLER CONTACT:MELANIE GIBBS 503.348.3307 • FINISH COATS:LATEX EGGSHELL ENAMEL TO COAT Suite 300 503 221.2077 Et STYLE:COVE WITH TOE @ RESILIENT FLOORING,STRAIGHT @ CARPET G. PULL SPECIFICATION:LANZ HAMMER PULL 128 MM,BSN COLOR:0024 JUST ABOUT WHITE HEIGHT:4" H. PROVIDE SCHLUTER STRIP AT ALL EXPOSED TILE EDGES LOCATION:GENERAL WALL COLOR Portland OR 97209 www.Irsarchitects.com COLOR:170 WHITE RESIUENT FLOORING 411) LUXURY VINYL TILE MFR:6 DEGREES FLOORING SURFACES CONTACT:SIXDEGREESFLOORING.COM ARCHITECTURAL TRIM WALL FINISHES PRODUCT:RADIUS VINYL FLOORING COLOR:VINTAGE VANBUREN RP350-001 LOCATION:QUIET ROOM (PC-RW-2) (VINYL BASE,RUBBER BASE) -2) PAINT THICKNESS:12 MIL MFR:BURKE MFR:MILLER CONTACT:MELANIE GIBBS 503.348.3307 SIZE:7 1/8"X 471/4" STYLE:COVE WITH TOE @ RESIUENT FLOORING,STRAIGHT @ CARPET COLOR:0573 CHINTZ HEIGHT:4" LOCATION:PRIVATE OFFICES ICHEUE C.STARTT T4 COLOR:208 LIGHT GRAY CARPET wom-1) CARPET APPLIANCE SCHEDULE -........._- ti4PORTIAM,OREGON ,, ... MFR: CONTACT: ARCHITECTURAL TRIM WALL FINISHES 1 Ice PRODUCT: 4:13) (VINYL BASE, RUBBER BASE) I TYPE MARK I DESCRIPTION I MANUFACTURER I MODEL I NOTES I 355 COLOR: LOCATION:LOBBY G).3 PAINT TYPE:24 X 24 TILE MFR:BURKE MFR:MILLER CONTACT:MELANIE GIBBS 503.348.3307 IAPP-1 DISHWASHER STAINLESS STEEL IGE GDT545PSJSS OF INSTALL:MONOLITHIC STYLE:COVE WITH TOE @ RESILIENT FLOORING,STRAIGHT @ CARPET APP-2 'STAINLESS STEEL,FRENCH DOOR REFRIGERATOR KENMORE 70443 COLOR:0569 FIREPLACE MANTEL HEIGHT:4" 21.9 CU FT. LOCATION:ACCENT COLOR:597 MOCHA IAPP-3 UNDER COUNTER REFRIGERATOR I KENMORE 4.3 CU FT.COMPACT REFRIGERATOR 94283 APP-4 UNDER COUNTER WINE/BEVERAGE COOLER KENMORE 99279 45 BOTTLE WINE CHILLER STAINLESS STEEL CARPET 1APP-5 BEER COOLER WITH TAP 'SUMMIT SBC635MSSHHTWIN NIC,CONFIRM LOCATIONS i) CARPET IAPP-6 LOW PROFILE AIRPORT BREWERS CURTIS TLP NEC,CONFIRM LOCATIONS CONSULTANT: APP-7 UNDERCOUNTER MICROWAVE GE CAFE SERIES 1000W CONVECTION MFR:MASLAND MODULAR CONTACT:MELINDA ROYCE 503.970.4542 ARCHITECTURAL TRIM MICROWAVE,1.5 CU FT.STAINLESS STEEL WALL FINISHES PRODUCT:1513 FLYING EMBERS CO (VINYL BASE,RUBBER BASE) CEB1599SJSS COLOR:51313 SMELT LOCATION:OPEN OFFICE,PRIVATE OFFICES (P.-4) PAINT TYPE:24 X 24 TILE MFR:ROPPE MFR:SHERWIN WILLIAMS CONTACT:MELANIE GIBBS 503.348.3307 INSTALL:MONOLITHIC STYLE:COVE WITH TOE @ RESILIENT FLOORING,STRAIGHT @ CARPET COLOR:SW 6656 SERAPE HEIGHT:4" WCATION:ACCENT COLOR:661 MARAMALADE CARPET 'PT-.. CARPET MFR:MASLAND MODULAR CONTACT:MELINDA ROYCE 503.970.4542 ARCHITECTURAL TRIM WALL FINISHES PRODUCT:T512 LAVA rui--- COLOR:51213 SMELT LOCATION:OPEN OFFICE,PRIVATE OFFICES Call PAINT ( -i) (VINYL BASE,RUBBER BASE) TYPE:24 X 24 TILE MFR:JOHNSONITE MFR:MILLER CONTACT:MELANIE GIBBS 503.348.3307 INSTALL:MONOLITHIC STYLE:COVE WITH TOE @ RESILIENT FLOORING,STRAIGHT @ CARPET COLOR:0500 BOWMAN BLUE HEIGHT:4" LOCATION:ACCENT COLOR:PEACOCK 293 CARPET (.6.- CARPET MFR:MASLAND MODULAR CONTACT:MELINDA ROYCE 503.970.4542 ARCHITECTURAL TRIM WALL FINISHES PRODUCT:T513 FLYING EMBERS CD (MDF,WOOD BASE) COLOR:51304 FLARE LOCATION:OPEN OFFICE,PRIVATE OFFICES CO CUSTOM GRAPHIC TYPE:24 X 24 TILE MFR:SIGN WIZARDS CONTACT:SARAH@SIGNWIZARDS.COM INSTALL:MONOLITHIC STYLE:MDF BASE PRODUCT:VINYL WALLCOVERING HEIGHT:4" ARCHITECT TO PROVIDE IMAGE NOTES:PROVIDE LEVEL 5 WALL FINISH PROJECT NUMBER: 217071 COLOR:TO MATCH ADJACENT WALL COLOR PLUMBING FIXTURE SCHEDULE CARPET I TYPE MARK I DESCRIPTION I MANUFACTURER I MODEL I QUANTITY I NOTES I WESTLAKE (CPT-4) CARPET FX-1 STAINLESS STEEL UNDERMOUNT SINK KOHLER UNDERTONE 1 31-1/2"X 17-3/4"X 8" CONSULTAAITS n MFR:MASLAND MODULAR CONTACT:MELINDA ROYCE 503.970.4542 WITH GOOSENECK FAUCET WALL FINISHES PRODUCT:T512 LAVA IFX-2 STAINLESS STEEL UNDERMOUNT SINGLE ARIEL ARIEL-R15-1620 1 60")(20"x 9" COLOR:51204 FLARE LOCATION:OPEN OFFICE,PRIVATE OFFICES CO CERAMIC TILE MISCELLANEOUS BOWL SINK WITH GOOSENECK FAUCET TYPE:24 X 24 TILE FX-3 COMMERCIAL TOILET LANDLORD N/A 6 MFR:EUROWEST CONTACT:ALESSANDRO LEUZZI 206.556.0706 STANDARD INSTALL:MONOLITHIC PRODUCT:FENCE IFX-4 COMMERCIAL URINAL LANDLORD N/A 1 COLOR:FENCE MICRO WHITE,GLOSSY LOCATION:BREAK ROOM BACKSPLASH STANDARD 15115 SW Sequoia SIZE:8"X 8" I FX-5 PORCELAIN UNDERMOUNT SINK KOHLER KATHRYN UNDERMOUNT BATHROOM SINK IN WHITE 4 19-3/4"X 15-5/8"X 6-1/4" EDGE FINISH:TRIM PER DETAIL (VII D-D WOOD CLADDING 1FX-6 COMMERCIAL RESTROOM SINK KOHLER IGREENWHICH WALL MOUNTED/CONCEALED ARM CARRIER 1 'BATHROOM SINK IN WHITE 20-3/4"X 18-1/4" Pkwy, Suite 150 CARPET INSTALL PATTERN:MONOLITHIC (Oi-)1 CARPET GROUT JOINT:(MIN MFR RECOMMENDED) MFR:STIKWOOD CONTACT:ERIC MUNSON 503.382.4544 STYLE/COLOR:RECLAIMED WEATHERED WOOD Tigard OR 97224 GROUT COLOR:OPT 1;MAPEI 00 OPT 2:CUSTOM#11 MFR:MASLAND MODULAR CONTACT:MELINDA ROYCE 503.970.4542 SIZE:5"W x 4'Lx 3/16"THICK WALL FINISHES PRODUCT:T513 FLYING EMBERS NOTES:PEEL AND STICK INSTALL COLOR:51300 BLAZE LOCATION:OPEN OFFICE,PRIVATE OFFICES 4111 CERAMIC TILE TYPE:24 X 24 TILE MFR:EUROWEST CONTACT:ALESSANDRO LEUZZI 206.556.0706 INSTALL:MONOLITHIC PRODUCT:FENCE COLOR:FENCE WHITE,GLOSSY LOCATION:BREAK ROOM BACKSPLASH SIZE:8"X 8" EDGE FINISH:TRIM PER DETAIL vt.Goi) WOOD TABLE CARPET INSTALL PATTERN:MONOLITHIC CARPET GROUT JOINT:(MIN MFR RECOMMENDED) MFR:VIRIDIAN WOOD PRODUCT:WHITE OAK GROUT COLOR:OPT 1:MAPEI 00 OPT 2:CUSTOM#11 MFR:MASLAND MODULAR CONTACT:MELINDA ROYCE 503.970.4542 COLOR:VINTAGE LOCATION:BREAK ROOM TABLE WALL FINISHES PRODUCT:T512 LAVA SHEET TITLE: COLOR:51200 BLAZE LOCATION:OPEN OFFICE,PRIVATE OFFICES coo CULTURED STONE TYPE:24 X 24 TILE MFR:BORAL INTERIOR INSTALL:MONOLITHIC PRODUCT:PRO-FIT LEDGESTONE COLOR:SOUTHWEST LOCATION:RECEPTION SIZE:8"X 8" FINISH LEGEND TACKABLE FABRIC TILE MFR:CARNEGIE CONTACT:DENISE DURRELL 503.816.8655 ao TILE PRODUCT:TILT 6192 TO MATCH EXISITNG COLOR:10 LOCATION:BREAK ROOM WIDTH:54" LOCATION:RESTROOM 115,116 2 CASEWORK 0 •-c PLASTIC LAMINATE I CO Pt(L......).-1 CABINETRY CO TACKABLE FABRIC '''.. ....I MFR:WILSONART CONTACT:ERIC MUNSON 503.382.4544 MFR:DESIGNTEX CONTACT:COLIN ANDERSON 513.786.3290 I-- COLOR:PHANTOM COCOA 8213K-28 PRODUCT:APPLESEED 2682-801 BIL AL FINISH:GLOSS LINE COLOR:FOG LOCATION:RECEPTION DESK as WIDTH:55" co O RESIUENT FLOORING ,..0 L) 412) LUXURY VINYL TILE -.Y MFR:MOHAWK GROUP CONTACT:BETH GISH PLASTIC LAMINATE ct3 tr) PRODUCT:MIXTE SOLID C0090 CD CABINETRY a BACKPAINTED GLASS WHITEBOARD ..,..0 COLOR:989 INFUSE LOCATION:IN LEIU OF SC IN RECEPTION TYPE:36 X 36 TILE • MFR:FORMICA CONTACT:LAUREN HENLEY 206.214.7714 MFR:FULBRIGHT GLASS BOARDS 1 1-- INSTALL:MONOLITHIC STYLE:COLOR CORE COLOR:BACKPAINTED P-3 t.... co COLOR:NEW WHITE 7223C-58 SIZE:4'-6"X 18' LOCATION:LARGE CONFERENCE 140 DRAWN BY: KAL 1,.. FINISH:MATTE '6. DATE ISSUED: PERMIT SET 1a31.18 ir.. 76 0 O COUNTERTOPS --I . ;)'Z.-1) QUARTZ tl) CONTACT:ANITA ROBERTS: MFR:MSI PREMIUM NATURAL QUARTZ Ct ANITA.ROBERTS@MSISTONE.COM C) STYLE/COLOR:SNOW WHITE O FINISH: LOCATION 01 THICKNESS:2CM 6 EDGE: COUNTERTOPS OCz7.2) QUARTZ CONTACT:ANITA ROBERTS: MFR:MSI PREMIUM NATURAL QUARTZ ANITA.ROBERTS@MSISTONE.COM STYLE/COLOR:FOSSIL GRAY FINISH: LOCATION THICKNESS:2CM EDGE: SHEET: 0.. co tr) A800 CN LC) co O PERMIT SET Q 0 2 e-..- LRS Architects,inc.©2018 GENERAL NOTES A SEE A200 SERIES 118"SCALE PLANS FOR ADDITIONAL INFORMATION. L IMMS B SEE FINISH LEGEND AND FINISH NOTES FOR ADDITIONAL INTERIOR FINISH INFORMATION. C. REFER TO A920 FOR TYPICAL FLOORING TRANSITION DETAILS FOR ACCESSIBILITY COMPLIANCE D. PROVIDE NEW FLOORING&BASE UNLESS OTHERWISE NOTED. E. REPAINT ENTIRE SUITE- !I I F. PROVIDE WOOD CLADDING AROUND ALL EXPOSED COLUMNS.PROVIDE ABILITIES FOR POWER/DATA TO BE RUN THROUGH COLUMN- ARCHITECTS _ G ALL OFFICES TO 8E PAINTED P-2 UNO, E 720 NW Davis 503.221.1121 Suite 300 503 221.2077 C3T-1 _._P-1_-'') CPT-1 Portland OR 97209 www.lrsarchitects.com OFFICE OFFICE OFFICE 107 108 109 I r-,�' 11) (7 1 4 ,� . .. ( _T j� Y $birolialE C. SMT' t _ FINISH LEGEND i 41-44aPlirel3 5 e r_. SEE A801.9 � FOR i II MATERIAL LEGEND ,3 qq�� r _,,_t .... P_i .... PAINT TAG INDICATES FINISH DIRECTION OPEN OFFICE CPT-1106 CPT-1 FLOOR FINISH II _ OFFICE NOT INCLUDED IN SCOPE OF WORK CONSULTANT: 105 [ _ - CPT-1 CPT-1 ii OFFICE 818)TYP FIELD OFFICE 110 r--- \ '-0" 104 i r..WD 1 ■WD 1 r.•WD-1 1,4'. t t'l t � � ; �' ; ! n ' - - 41, 812 / I-1-- ALIGN ■ SURVEY w Z .- .. • 1 111 OM ' MENS cop 3 OE J 115 �I H I- -1 � CPT-3 � Q CPT-� PT-� CPT-1; I, I i TYP CPT KEYNOTES JMED/UMCONF./ HALL [ 401) 1 q O O OFFICE OFFICE OFFICE L A ZD OFFICE •CPT-1 -11 101 102 103194 113 112 PROJECT NUMBER: 217071 I �j {(_}) OF OFFICEL E 802 PROVIDE RECLAIMED WOOD LOWER CASEWORK AND QUARTZ LP_\\ 0 �✓ SURFACE COUNTERTOPS AND TRANSACTION COUNTER WITH O �' 122 WATERFALL EDGE „�, � �� y �� L JI WAREHOUSE 803 RELOCATE AND REFINISH EXISTING ISLAND WITH PLASTIC wEs TLAKE LAMINATE COUNTERTOP AND CASEWORK. T STORAGE I I 143 804 PROVIDE PLASTIC LAMINATE CASEWORK WITH QUARTZ SURFACE CONSULTANTS TI 117 / WOMENS MEDIUM CONF. ` COUNTERTOP. i/ 116 / 123 ® 8D5 PROVIDE WOOD BENCH WITH UPHOLSTERED SEAT AND STORAGE DNI- m802 PT-JI 1 I I J 810 PAINT ALL EXTERIOR TEAL TRIM IN THIS AREA TO MATCH EXTERIOR �, 810 CD CD • I 3'_0" TRIM COLOR.VERIFY COLOR WITH LANDLORD PRIOR TO HALL '`- CQNSTRuCTIQN. ., i TYP 811 PROVIDE EPDXY PAINT THROUGHOUT RESTROOM- 15115 SW Sequoia 6'-0" -`� • 119 - CPT-6 G-1 812 PROVIDE 00)EVENLY SPACED HEAVY DUTY DOUBLE PRONG NYLON 1. SC • P-3 BREAK ROOM _ PLASTIC COAT HOOKS 151-627-ORANGE I 120 0 0 814 PROVIDE CULTURED STONE CORNER PIECES TO RETURN 3"AND DIE INTO Pkwy, Suite 15 WALL. 817 PROVIDE PAINTED 4"MDF BASE(WB-1). P-4 re _ 818 PROVIDE WD-1 WRAP ATEXISTING GOLUMNS/POWER POLES.CLAD Tigard OR 97224 LOBBY/ P_'a r�i• � AS REQUIRED PROVIDE WD-1 MITERED WOOD CORNER TRIM PIECE ! RECEPTION CPT-5) •' AS NECESSARY. t { 0 (803) �'��-J L i r~• tt II BB PROVIDE LVT-1 IN LEIU OF SC. 100 T • ` - CC REFINISH EXISTING UPPER AND LOWER CASEWORK IN COPY ROOM • 118 WTH PLASTIC LAMINTE,COLOR TBD. `� SERVER QUIET - Amax -.. ,� Z ----- COPY ROOM 121 806 124 �L....-.npk,AW . 0 CPT-2 118 J l RESTROOM Q ; CPT- P-5 _ 142 r , �I I._ P-5 J e _ _ _ _ WALL BASE SCHEDULE SHEET TITLE: ALIGN ALIGN — — WALL COLOR BASE TYPE!COLOR INTERIOR r•WD-11 - - — • U� U P-1 RB-1 TO MATCH WALL FINISH PLANS • .JI CPT-4 OFFICE OFFICE __. _. - P-2 RB-2 TO MATCH WALL 135 127 _ 3' 0" 810 CPT-1ID i OFFICE ::: RMATCHWALL TO MATCH WALL TYP,- m CPT-3 OFFICE OPEN OFFICE PT,1 439 13s P-5 RB-5 TO MATCH WALL OFFICE OFFICE P-6 RB-6 TO MATCH WALL I �� co LARGE CONF. 134 j, 128 140 CPT-3 1 I ti 0 P-3 I o o 804 CPT-1 o o I U c, i . �.� . OFFICE - —� , 138 CPT-1 CPT-1 V C CLOSET CPT-1 137 r OFFICE OFFICE r 0 133 1�9 OPEN OFFICE DRAWN BY: KAL 1,.. / 12s N DATE ISSUED: co PERMIT SET 10.31.18 U- U O . mg 1 KilI \,,„ °�� - - -1!---) ((3 CPT-1� CPT-1 (CP U OFFICE OFFICE OFFICE 132 131 130 i _. IY ,4 1. INTERIOR FINISH PLAN • 0 4' 8' 16' SCALE: 1/S"= f-0" SHEET:4 PLAN NORTH A80I r:,„N Lri co v-- PERMIT SET N C) co 0 LRS Architects,Inc 02018 , 11. IMMI rS Ir GENERAL NOTES .,. A1 .► A. ALL ELECTRICAL WORK IS DESIGN BUILD.ALL ELECTRICAL OUTLETS, DATA AND SWITCHES ARE SHOWN FOR REFERENCE ONLY.SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. OFFICE B. PROVIDE J-BOX AND PULL STRING FOR TENANT SUPPLIED VOICE AND OFFICE 0$ OFFICE DATA. ,� 107 109 ' I C. ALL OUTLETS,SWITCHES AND COVER PLATES NEW AND EXISTING IN ENTIRE PROJECT TO BE BRIGHT WHITE.PROVIDE AS REQUIRED. !! D. WHEN NEW LIGHT SWITCHES ARE ADDED TO ANY PORTION OF THE { {� , SUITE.REPLACE ALL EXISTING LIGHT SWITCHES WITH NEW BUILDING ARCHITECTS STANDARD OCCUPANCY SENSOR SWITCHES. �, E.( E. CONTRACTOR TO PROVIDE POWER FOR ALL APPLIANCES,COORDINATE WITH ARCHITECT. 720 NW Davis 503.221.1121 CJI I0 Suite 300 503 221.2077 D Portland OR 97209 www.lrsarchitects.com 1- r,-� r — r - = ,I -- _ _ _ 1 r _ _ __ _ (L _ I I ,- � LI II II II II I I II L► _: I . 0 = L .- , _ —II7 r - = - -== _ - _ _-� ELECTRICAL LEGEND ' , II II II G II IIII II - III�lE C.SIM SHOWN FOR REFERENCE ONLY IL if/ III II _ II PHASE OF FIXTURE r TYPE OF FIXTURE OFFICE _ — ———I. — _ __ E=EXISITNG FIXTURE ` .."6"1-Ww Pirrif:P3 105 EI _ _ _— I _— — _ r R=RELOCATED FIXTURE 'X X H IG T HT OF FIXTURE �R k. TRX II II II II II II [I II -- II Il OPEN OFFICE II II • SWITCH �� III IDs II I1 .. ° �� - _ � -R f �,_, ce I II II $OS OCCUPANCY SENSOR SWITCH _J (lb $7 r = _._ __--11---—— — — (� — FIELD OFFICE 1 II II II T � 1 10 +60" . TELEPHONE!DATA OUTLET II II II II II 0 III • 11 II• II II N+6 0 STANDARD DUPLEX OUTLET CONSULTANT: OFFICE l II II - II 104 11 II II 0 STANDARD QUADRUPLEX OUTLET = 11 — = II = — OS • ' ® STANDARD DUPLEX FLOOR OUTLET L ® ® ❑ ®© C I IiiI SPECIAL PURPOSE OUTLET(SEE KEYED NOTES) y -° STANDARD JUNCTION BOX • `,9 -e z ' r, I 1..._______J 6 `�� ISI I' 'I [I o I I I ' 11 r T B I \ MENS N N BLANK OUTLET 115 - -rte ifl~ v T i ® SMOKE DETECTOR G� Z `� I I OFFICE' b` OFFICE OFFICE OFFICE / � POWER 1 DATA POLE MEDIUM CON -.) 103 I® ® w 114 113 © 112 OFFICE I�z 1 101 �. , 122 L_ ___Ii I 1 ! I I. Ill _ _l cn- �� zT11 .,. .�. I l^ I® ® _Z m o LA WAREHOUSE I I I f o � o pri-ILip ._ � 143 I I ,� -;:';: uai �J 1.1 WOMENS (---- . N 69- , L=51 17 .A I I I I I • N,'N•'os STORAGE 116 d "0"o M MEDIUM CONF. :Iv I_ i I I KEYNOTES LOBBY/ ®C 117 �/ . . rh� 123 RECEPTION OS N i •I1'.-: .. cOp - 213 PROVIDE BLOCKING FOR TENANT-PROVIDED LOGO AND POWER AS PROJECT NUMBER: 217071 100 +42J REQUIRED. J"' HALL b " rT 84o TENANT PROVIDED INDUSTRIAL SHELVING UNITS. Z I 119 N N . O: cia861 PROVIDE NEW FLUSH MOUNT ELECTRICAL/LOW VOLTAGE BOX AND WES TLA KE r .r CONDUIT WITH POWERIDATAIHDMI.COORDINATE LOCATION WITH Z =_ _ BREAK ROOM I I TENANT AND FURNITURE VENDOR PRIOR TO CONSTRUCTION. CONSULTANTS Ti QZ Z _� 120 $62 RELOCATED FIRE COMMAND KEYPAD. 863 ASSUME(3)LOW VOLTAGE WIRES AND(4)OUTLETS PER /\• /\ �z 1 1 i+4T +47' >4 LVFI I I I I I I I ' WORKSTATION,PROVIDE POWER THROUGH WALLS,COLUMNS,OR LlVf j (E)POWER POLES. I': '71'17,1-;„ N NO r�� I I I I I I i 865 PROVIDE POWER AND DATA INSIDE CABINET AS REQUIRED FOR ,- '-/J { r k if J L I o TV i i_ TENANT PROVIDED PRINTER. J I I I EEz — I I I 866 PROVIDED DEDICATED POWER AND DATA AS REDUIRED FOR 15115 S W Sequoia i i TENANT-PROVIDED COPIER AND PRINT MACHINES. 1 0 } — ,ASI!► . I I I I I I IT L - "� I I I I I I I Pkwy, Suite 15'` 4 COPY ROOM SERVER . — } QUIET os N ''', ID_ 118 CD 121 69- n) 124 — RESTROOM I I I I I I I I I Tigard, OR 97224 - +72'(�N+77j '\ oSNN46o+sp z (142 I I I I I , I I I N OS II - -- ----- ! _ l N N N _ L L J L _L J L J_ J I N H C - i D w ■ w TV ml �N +72""+72" II o II H II __-______.1 OFFICE OFFICE L' = " _ 135 1 127 SHEET TITLE: 11: OFFICE II NOS NOS OFFICE FURNITURE & i f _ __LI . II n 125 o _ IL - II - N Nos r POWER PLAN = N Ds C; C4 .':) IIOFFICE OPEN OFFICE OFFICE II N �I II II I Ii Ur 1 11 136 II II �' LARGE CONF. OFFIC13E L = = N�,N N0 N 9 II t, r_ p •: 140 N N N ' 0 — I — ;;: +4.7Z9+4r z" I] iI II �r d CO " EI lI, N, N ��N , N II OFFICE OFFICE �I ,, — II _ 133 129 OPEN OFFICE I- S ,I — 126 II IIM II II c , ur " ®® II II I I N, OS NOS II U IL= _ A. - - = i II 1 I x II 11 CD fez `1..II SII of db _ I • DRAWN BY: KAL N. co co Z ' DATE ISSUED: 0) z PERMIT SET 10.31.18 [zo dZ 'c\"-- "( '' o OFFICE OFFICE z OFFICE 132 131 130 ' z IP v 1 .. 1 .;.1 (ip r ;__ . U !� N I. FURNITURE & POWER PLAN 0 4' 8' 16' SCALE: 1/8"= 1'-0" SHEET: 4 o PLAN NORTH A850 ,: ,ti iii co w o PERMIT SET 0 LRS Architects.Inc 52018 GENERAL NOTES A. SEE A200i FOR FULL ACCESSIBILITY REQUIREMENTS. 1... ns B. SEE SPECIFICATIONS,FINISH LEGEND,FINISH SCHEDULE,FINSIH PLANS AND (--------16° _ FINISH NO7ES FOR ADDITIONAL INTERIOR FINISH INFORMATION. C. PROVIDE SOLID BLOCKING AT ALL WALL MOUNTED ACCESSORIES WHERE NOTED ON ELEVATIONS. D. SCRIBE FIT FILLER STRIPS TO FINISH ALL CASEWORK AT ADJACENT WALLS. FILLER STRIP TO MATCH CASEWORK. E. PROVIDE END PANEL(S)ON ALL OPEN CASEWORK ENDS. 11I ARCHITECTS 720 NW Davis 503.221.1121 1 g)— if— i I . �. 5Q3 s� ALIGN Portland ORSuite 97209300 www.lrsarchitects.com 221.2077 \ A860 q io 3 - 11 CAB 4�i� 7 4se 1) 4 Iffel e. ALIG4:2)N 3' = C 111 N _ PACHELLE C.1�1 ..._ _, CC s -. _I 8 © ® ! ! %--- .980 .981 . QZ-1 2'-0" ` 1'-10"' 5'-0" 3'-0" QZ-1WD-1 2 6355(e A860 PL-1 OF A860 4 5 N i� 2. RECEPTION 3. RECEPTION 100 - S 4. RECEPTION 100 - N LOBBY/ }-- SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" RECEPTION CONSULTANT: 100 CDm � En - ALIGN r ilZ l _ I 2'-8" 4'-0" A860 \\OPEN, • ' _■■� = - ,z_m CONSULTING GROUP — �_:` �_C— \OPEN/ -ii -�: \OPEN/ \;X;/ i n r1I- Fii =_= _ i ,, '\x / \ .ull■ 111■ ' • �M- 7.-1•- / \ i� r / •- -- M�ww _ f / \ \ \ / \ � ="• ��, ?vIIS 71r" - 1 t / \ I _ __ -� � _L- _u. ..... . / / +I - 1 � M ' =_ / — am ■■h s CS 1 7KEYNOTES QZ-1 WD-1 N809 PROVIDE PULL OUT TRAY FOR PRINTER.VERIFY PRINTER MODEL, PROJECT NUMBER: 217071 82Q SIZE AND POWER REQUIREMENTS WITH TENANT PRIOR TO CONSTRUCTION. WES TL�4 KE 5. - 1. RECEPTION 100 ENLARGED PLAN4)0 2' 4' 8' RECEPTION 100E 81819 PROVIDE STONE CORNER PIECES TO WRAP CORNER,TYP. 9 SIGN BY OTHERS. SCALE: 1/4"= 1-0" SCALE: 1/4"= -0" 820 TENANT-PROVIDED SHELVES. CONSULTANTSTI PLAN NORTH 15115 SW Sequoia Pkwy, Suite 15 ,-,-,' Tigard, OR 97224 Mi i I I r /n"4 /// / i �` i SHEET TITLE: • --- -OM. A860 ENLARGED I I 00 ��, i I RESTROOM._ - , � 1__ (, 142 / i - - `-, - a - }� t PLANS & r I CV L _ "' ti_ ELEVATIONS c1 N � I 6. RESTROOM 142 ENLARGED PLAN 0 2' 4' 8' 7. RESTROOM 142 - N 8. RESTROOM 142 - W 03 SCALE: 1/4"= 11-0" SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" 03 -S co PLAN NORTH 0 U 0 co ViVi 1 C) DRAWN BY: KAL DATE ISSUED: m PERMIT SET 10.31.18 07.CB U O -I a N ccd U Z SHEET: 0_ 0 rz..: A860 CV Lri CO V- 0 0 PERMIT SET 4 0 LRSArchitects,Inc.©2018 GENERAL NOTES A. SEE A1001 FOR FULL ACCESSIBILITY REQUIREMENTS. 3'-2" 5'-2" 5'-1" 5'-2 1/4" 3'-2" B. SEE SPECIFICATIONS,FINISH LEGEND,FINISH SCHEDULE,FINISH PLANS ,• 4• / AND FINISH NOTES FOR ADDITIONAL INTERIOR FINISH INFORMATION. ---=------- - 2 EQUAL 2 EQUAL C. PAINT ALL NON-NOTED MISCELLANEOUS ITEMS TO MATCH ADJACENT Mk 4 FINISH COLOR UNO. / D. PROVIDE SOLID BLOCKING AT ALL WALL MOUNTED ACCESSORIES WHERE '98$ '98$ j'LPL-i) NOTED ON ELEVATIONS. 1 1 11 1 — �_ t j E. SCRIBE FIT FILLER STRIPS TO FINISH ALL CASEWORK AT ADJACENT WALLS.FILLER STRIP TO MATCH CASEWORK. ARCHITECTS J I I .., .,.. ,,,,,\, ,,,,\, / RK ENDS. G. REFER TO DOOR AND F. PROVIDE END W WINDOW SCHEDULE FOR)ON ALL OPEN OTRIM TYPES AND / , i 1 L ., ,...,. j LOCATIONS. 720 NW Davis 503.221.1121 -'-=' /' I _ / \ ! \ !_ \ _ .i \- / Suite 300 503 221.2077 0 L_ ti �- l _ ��. _ �� _ l \ in �! /' - _ -- . _-! -_ _ _ ._ / ` ' /: Portland OR 97209 www.lrsarchitects.cam eio .- r ~ N // . / iI I I I I N a � ' M 1 • APP-2 \ /__ N PP-1 � ___ APP-2 /' r s ,ASOSISI) 1%. , . , \ i Mall C �� j!�i/� Viz ti4:12WD-2 '� Aik •gg1 8 ialk Aki •980 CD \-- -)S- WD-2 •98t •98$ \ j) 98� WD-2 •980 PL-1 e/Atha 01/4:3 6-0EQ EQ OREGON `r QZ-2 ' " PL-1 3'-10" 3'-2" 4'-2" 2'-0" 3'-0" 1'-6" 4'-8" 3'-2" 3'-10" PORTS 3 EQUAL 2 EQUAL 2 EQUAL ' 1 2 EQUAL 1 r O 1. ISLAND - N 2. ISLAND - E 3. ISLAND - S 4. BREAK ROOM 120 - N E` SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'•0" SCALE: 1/4"= 1'-0" CONSULTANT: 5'_7 y I I 0 0 ..‘ 6 ,..... _ _ _ _ _, I I APP-8 EQ EQ EQ M I 1 •. ,4 .�� t .. ji. im _ _ _ i !lad 4 al ' � - —' I 1. 18'-0" APP-5 / "� \ APP-4I APP-3 e O O / I, \ / I I \. /'I I-\ V'I i-\ /'I I N 1 O '.:i? 1 9 in �Zr, c tt? I� m -.- �.�, ,---� -r -' KEYNOTES O iiiAI FAB-1illQZ-1 WB 98; '98$1 \ QZ-2 '981 PL-1 813 PROVIDE(20)EVENLY SPACED HAND FORGED"THUMBPRINT" PROJECT NUMBER. 217071 • PL-1) 10'-0"VIF PL-1 •98* 12'-6" 2'-0" 1'-8" HOOKS MADE BY BLACKSMITH,ETSY FOR COFFEE MUG DISPLAY 2'-2 1/4" 2'-3" 4'-O" 3'-O" I1AND STORAGE ON STAINED PLYWOOD BACKING. WES TLA KE ,, 1. 12 EQUAL 5 EQUAL 815 PROVIDE HARDWARE FOR(2)PULL OUT TRAYS IN CABINET. 821 PROVIDE 1/2"REVEAL. 822 PROVIDE MATCHING WOOD LEGS WITH CROSS BRACING AS REQUIRED. CONS UL TA NTS Tl 5. BREAK ROOM 120 - S 6. BREAK ROOM 120 - W 7. LARGE CONFERENCE 140 - S 8. LARGE CONFERENCE 140 - E SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"= 1'-0" 15115 SW Sequoia Pkwy, Suite 150 , Tigard, OR 97224 j SHEET TITLE: - - _ _ 4.6" INTERIOR 7 — —17 — —1 1 r — — -1 7 III 1 II I j II ELEVATIONS I II ►®I I11®I II 1 I 1 M q �rI = 1= � Is �I II I l I 1 'r a Izt • `° 1—I I II I I I I It 1," - - ( I I I 11 ��OPEN /� - - �-- Q _o o V 11 \ /"I \ ❑ L _ ! D L_ _ _t �• /� Ci o /"11.\ _ ' UN C APP-1 (. ==__ N iv /- -.� /`'� I I (IC - �I IC - �1 /r/ \`\ M N N /,� \ Z. Y _ - , CO �' aQ d QZ-1 10 Alli SIM i1 •98$ cQZ-2) '98' '98$ PL-1 •981 '981 I-- 11'-6 3/4" 2'41" 3'-O" 2'-6" 3'-2" 2'-3" ,, 4'-10"VIF y 1 z V .I.F. 1' V.I.F. 1 V.I.F. / 2 EQUAL cn cn 9. SURVEY 111- S 10. STORAGE - W 11. FIELD OFFICE - N 12. WOMEN'S 116 - N m SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"= 1'-0" V') N. DRAWN BY: KAL DATE ISSUED: o)1 3'-0" I, PERMIT SET 10.31.18 i 76 U l ' � � 1"-p," � 1 t / \ C7J >� \ t < VIF " " " " " O \ / / \ / N / V A / / / - _ .,/. -,„_ \ /M OPEN _ ; \, .\ , V. \ / t \ i. \ / \\ / A / \ - U . \ � / \,11,/ \ yI/ \ / `\ OPEN v / \ t \ i t \ i \\ \\ M / •\ / \ / \ / \ \� ZSHEET: a 13. COPY ROOM 118 - E 14. COPY ROOM 118 - S 0 N SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" A 8 7 0 vi CO o PERMIT SET 0 LRS Architects,Inc.©2018 SUSPENDED CEILING PRESCRIPTIVE PROVISIONS FOR SEISMIC - ,,t,......„,,,, DESIGN CATEGORIES D, E &F - - DOCUMENTATION IS CLASSIFIED AS ESSENTIALDON NWCB TECHNICAL DOCUMENT 401.FACI FACILITIES,SUSPENDED CEILINGS INSTALLED IN AALL CCORDANCE ANCE WITH THE PRESCRIPTIVE • OINGS,OTHER THAN STRUCTURES LWERACTUATED FASTENERS(PAPS),WHEN USED FOR SEISMIC APPLICATION AS PART OF THE •WItIG{CONTINUED) S RS BARS ARE NOT REQUIRED IF A 90°INTERSECTING CROSS OR MAIN IS WITHIN 8"OF THE PERIMETER •SEISMICTHE LAYOUT LOCATION OFTHESEISMIC SEPARATION JOINT SHALL BE PER THE DESIGNER OF RECORD AND ' - _ _1 PROVISIONS OF THE 401 DOCUMENT ARE DEEMED TO COMPLY WITH THE CURRENT BUILDING CODE PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES D,E&F,SHALL HAVE AN ICC-ES APPROVAL WALL.WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION,PERIMETER NOTED ON THE PLANS.IF A SEISMIC SEPARATION JOINT IS REQUIRED BY THE DESIGNER,THE DESIGNER MAY USE INTERPRETATION. FOR SEISMIC APPLICATIONS AND SHALL REQUIRE"SPECIAL INSPECTION"IRRESPECTIVE OF THE CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR SPREADER BARS. THE GENERIC JOINT DETAILED IN THIS DOCUMENT OR A PROPRIETARY JOINT.THE AMOUNT OF FREE MOVEMENT .,,,Q VERTICAL STRUT.SEE TABLE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN.PAF ANCHORS FOR KICKER WIRES (GAP DESIGN)SHALL BE A MINIMUM OF 3/4". 1. ARCHITECTS THIS DOCUMENT PROVIDES THE IBC-2012 REFERENCED STANDARDS FOR THE INSTALLATION OF SUSPENSION (SPLAYED WIRES INSTALLED FOR PURPOSES OTHER THAN SEISMIC RESTRAINT)ARE EXEMPT FROM HANGER $$U��f�'EN1S1IONI WIRES • IN LIEU OF SEISMIC SEPARATION JOINTS,THE CEILING MAY BE DIVIDED INTO AREAS LESS THAN 2500 SQ FT BY THE SYSTEMS FOR ACOUSTICAL LAY-IN CEILINGS.INCORPORATION OF THIS DOCUMENT WILL PROVIDE A MORE UNIFORM THIS REQUIREMENT. SEE DETAIL 2/A914 USE OR SOFFITS AS FOLLOWS:PARTITIONS SHALL EXTEND A MINIMUM 6"ABOVE THE LEVEL OF THE PLANE OF THE STANDARD FOR INSTALLATION AND INSPECTION.THIS DOCUMENT IS DESIGNED TO ACCOMPLISH THE INTENT OF THE • SPLAY WIRES ARE TO BE WITHIN 2"OF THE CONNECTION OF THE VERTICAL STRUT TO THE • HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. GRID AND SHALL BE INDEPENDENTLY BRACED TO THE STRUCTURE ABOVE.SOFFITS SHALL EXTEND TO A POINT AT 720 INTERNATIONAL BUILDING CODE(IBC)WITH REGARD TO THE REQUIREMENTS FOR SEISMIC DESIGN CATEGORIES D,E SUSPENDED CEILING. (DETAIL 2/A914) LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY SUPPORTED AND LATERALLY (4)12 GAGE SPLAYED BRACE WIRES NW Davis 503.221.1121 &F FOR SUSPENDED CEILINGS AND RELATED ITEMS.UNLESS SUPPORTED BY ENGINEERING,THE SUSPENSION • RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. • HANGER WIRED SHALL BE 12-GAGE AND SPACED 4 FT ON CENTER OR 10-GAGE SPACED 5 FT ON CENTER. BRACED TO THE STRUCTURE ABOVE.(SEE DETAIL 3B/A914). SYSTEM SHALL BE INSTALLED PER THESE REQUIREMENTS AND THOSE OF THE REFERENCED DOCUMENTS. • CEILINGS WITH PLENUMS LESS THAN 12"TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL • ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN Suite 300 503 221.2077 D MANUFACTURERS RECOMMENDATIONS SHOULD BE FOLLOWED WHERE APPLICABLE. FORCE BRACING. 100 LBS. SPRINKLERS •f GENERAL REc Of lt3ODATIONS • VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO HE SUSPENSION SYSTEMS AND THE • POWDER ACTUATED FASTENERS(PAFS)ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRES. FOR CEILINGS WITHOUT RIGID BRACING,SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2"OVERSIZED RING,SLEEVE OR Portland OR 97209 www.Irsarchltects.com • REFE ENc-s SOURCES PER HIERARCHY:2012 INTERNATIONAL BUILDING CODE(IBC),AMERICAN SOCIETY OF STRUCTURE ABOVE. • TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8"OF EACH WALL WITH A ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1"IN ALL HORIZONTAL DIRECTIONS. CIVIL ENGINEERS(ASCE 7-10),AMERICAN SOCIETY OF TESTING MATERIALS(ASTM C 635,ASTM C 636,ASTM E • THE VERTICAL STRUT MAY BE EMT CONDUIT,METAL STUDS OR A PROPRIETARY COMPRESSION PERIMETER WIRE. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1"FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. 580/E 580M),AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION(CISCA). POST,SEE TABLE 1 BELOW: • WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT.A TRAPF7F OR • PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FT IN HEIGHT SHALL BE EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION.TRAPEZE GLOSSARY FOR THIS DOCUMENTS(REGIONAL TERMINOLOGY MAY VARY) LATERALLY BRACED TO THE STRUCTURE.BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SUSPENSIONS SHALL BE SIZED TO RESIST THE DEAD LOAD AND LATERAL FORCES APPROPRIATE FOR THE SEISMIC 45"OR SYSTEM. CATEGORY. CROSS TEES-THE CROSS MEMBER THAT INTERLOCK WITH THE MAIN BEAMS,ALSO KNOWN AS CROSS RUNNERS OR LESS • FOR FURTHER INFORMATION ON BRACING OF NON-LOAD BEARING PARTITIONS REFER TO NWCB TECHNICAL CROSS T-BARS. 45°OR DOCUMENT#200-501. ELECTRICAL FIXTURES DIFFUSER-A CIRCULAR OR RECTANGULAR METAL GRILL USED FOR THE PASSAGE OF AIR FROM A DUCTED SYSTEM. LESS J � i • ALL MAIN BEAMS ARE TO BE HEAVY DUTY(HD). SEE DETAIL 6/A914 ESSENTIAL SERVICE BUILDINGS-ANY BUILDING DESIGNED TO BE USED BY PUBLIC AGENCIES AS A FIRE STATION,POLICE ‘t A1/1"'D • CEILINGS LESS THAN OR EQUAL TO 144 SQ FT AND SURROUNDED BY WALLS CONNECTED TO HE STRUCTURE • LIGHT FIXTURES WEIGHING LESS THAN 10 LBS SHALL HAVE ONE 12-GAGE HANGER WIRE CONNECTED FROM THE STATION,EMERGENCY OPERATIONS CENTER,STATE PATROL OFFICE,SHERIFF'S OFFICE,OR EMERGENCY ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS. FIXTURE TO THE STRUCTURE ABOVE.THIS WIRE MAY BE SLACK. COMMUNICATION DISPATCH CENTER. t, j' �� • THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS AND RELATED COMPONENTS IN AREAS • LIGHT FIXTURES WEIGHING MORE THAN 10 LBS AND LESS THAN 56 LBS SHALL HAVE TWO 12-GAGE WIRES ATTACHED GRID-THE MAIN BEAMS AND CROSS TEES OF THE SUSPENSION SYSTEM. \` IIl , X • / ��" THAT REQUIRE RESISTANCE TO THE EFFECTS OF EARTHQUAKE MOTIONS. AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE.THESE WIRES MAY BE SLACK. HANGER WIRE-10 OR 12-GAGE SOFT ANNEALED WIRE USED AS PRIMARY SUPPORT FOR THE GRID SYSTEM. ALSO a • ALL WIRE TIES TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN 3".12-GAGE HANGER WIRE SPACED 4 FT ON TABLE 1:MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL STRUTS • LIGHT FIXTURES WEIGHING MORE THAN 56 LBS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY CALLED SUSPENSION WIRES. `�1 tI f 2 LECI$ThRTIguff t4 CENTER. APPROVED HANGERS. LATERAL FORCE BRACING-THE BRACING METHOD USED TO PREVENT CEILING UPLIFT OR RESTRICT LATERAL MOVEMENTy • CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. EMT CONDUIT • PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING A 9-GAGE DURING A SEISMIC EVENT. LATERAL FORCE BRACING CONSISTS OF VERTICAL STRUTS AND SPLAY WIRES. �1 �l��' ch ',1 �"� 1/2" EMT CONDUIT UP TO 5'-10" WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSIONS SYSTEM FOR DIRECT MAIN BEAM-THE PRIMARY SUSPENSION MEMBER SUPPORTED BY HANGER WIRES,ALSO KNOWN AS THE MAIN RUNNER, 45°l•° ' ��t;(.= ,I) •Rk iezh 3/4" EMT CONDUIT UP TO 7'-8" SUPPORT. CARRYING TEE,CARRYING RUNNER OR MAINS. \SS ` ) LESS 1" EMT CONDUIT UP TO 9'-9" • TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MOLDING/CLOSURE ANGLE-A LIGHT GAUGE METAL ANGLE OR CHANNEL FASTENED TO THE PERIMETER WALL OR \ -..../111111111.' 'x'41 j /"."'"Vvivw*TV PARTITION TO SUPPORT THE PERIMETER ENDS OF AN ACOUSTICAL CEILING GRID. """<... �� SINGLE 1 METAL 5/8"METAL STUD(20-GAGE) UP TO 1Z-0" •DS TERMINALSOR SERVICESWEIGHING LESSTHAN 20 LBS SHALL BE POSITIVELY ATTACHED TO THE CEILING WHICINA ANICAL SERVICESRO S 3/4-"MOVEMENT NANGTHE EVENT ET F SEISMIC A]TECTLY TO T TE WALL MOLDING/CLOSURE ANGLE !/ 3"MAX.M4XTYP. E TO S SMIC C ITY AND INTERLOCKS PROPERLY WITH ENDS OF GRID tJ BACK-TO-BACK 1 5/8"METAL STUD(20-GAGE) UP TO 15-0" SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN SYSTEM. SINGLE 2 1/2"METAL STUD(20-GAGE) UP TO 13'4' RUNNERS. PERIMETER WIRES-HANGER WIRES PLACED WITHIN 8"OF THE SURROUNDING WALLS. BACK-TO-BACK 21/2"METAL STUD(25-GAGE) UP TO 15'-0" • TERMINALS OR SERVICES WEIGHING 20 LBS BUT NOT MORE THAN 56 LBS SHALL HAVE,IN ADDITION TO PLENUM-THE SPACE ABOVE A SUSPENDED CEILING. OF 110 REQUIREMENT ABOVE,TWO 12-GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE SLLPAARC,KgqQQWIRE pp-RRA 12-GAGE WIRE THAT IS NOT TIGHT OR TAUT. STRUCTURE ABOVE• TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE CALLEED STABILIZER BAR.BARACER -A BAR WITH NOTCHES TO PREVENT THE SUSPENSION SYSTEM FROM SEPARATING,ALSO �7 T ABOVE BY APPROVED HANGERS. SPLAY WIRES-WIRES INSTALLED AT AN ANGLE RATHER THAN PERPENDICULAR TO THE GRID. \\ • VERTICAL STRUTS-THE RIGID VERTICAL MEMBER USED IN LATERAL FORCE BRACING OF THE SUSPENSION SYSTEM. ALSO .> >a g LSCA( �SEpARATION JOINTS KNOWN AS COMPRESSION POSTS,SEISMIC PODS,SEISMIC STRUTS. COMMON MATERIALS ARE ELECTRICAL CONDUIT -'1"/- 771- $5 E jDE R(([L 31A914 (EMT),METAL STUDS OR PROPRIETARY PRODUCTS. Y� 4 tiE WALL MOLDINGS • FOR CEILING AREAS EXCEEDING 2,500 SQ FT,A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT j `�� R1 SEE DETAILS 4/A914 AND 8/A914(OR ALTERNATE PROPRIETARY OPTION-6/A914) �" Rp`� 9/h CONSULTANT: • WALL MOLDINGS(PERIMETER CLOSURE ANGLES)ARE REQUIRED TO HAVE A HORIZONTAL FLANGE BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEILINGS BRACING SYSTEM, G @cam 2"WIDE.ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING,THE OTHER CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. M END SHALL HAVE A 3/4"CLEARANCE FROM THE WALL AND FREE TO SLIDE. • WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, NOTES: PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE 2"CLOSURE ANGLE. -RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. • THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS(POP RIVETS OR APPROVED METHOD). -CEILING AREAS OF 1000 SQ FT OR LESS SHALL BE EXEMPT FROM LATERAL FORCE SOFFITS EXTENDING TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND BRACING REQUIREMENTS. INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE DEEMED L TE RAL FORCE BRACING TO BE EQUIVALENT TO WALLS. SZE DETAILS 1/A914 • CEILINGS SURROUNDEDSBYRAND CONNECTED TO WALLS OR SOFFUCTED OF ITS THAT ARE LATERALGYPSUM BOARD ON LY BRACED TO THENE LEVEL THAT E SEE DETAIL 4/A914 1. LATERAL FORCE BRACING - VERT. STRUT STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC DESIGN REQUIREMENTS. • TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR HAVE • CEILING AREAS OF 1000 SQ FT OR LESS SHALL BE EXEMPT FROM LATERAL FORCE BRACING REQUIREMENTS. SOME OTHER APPROVED MEANS TO PREVENT THEIR SPREADING.STABILIZER BARS,CROSS TEES • LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS(COMPRESSION POSTS)AND SPLAY WIRES.(SEE OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITHIN 8"OF EACH WALL. A914 NOT TO SCALE DETAIL 1/A914). • SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY • LATERAL FORCE BRACING SHALL BE 12 FT ON CENTER(MAXIMUM)AND BEGIN NO FARTHER THAN 6 FT FROM TO CLOSURE ANGLES. WALLS. • SEISMIC SPLAY WIRES ARE TO BE(4)12-GAGE WIRES ATTACHED TO THE MAIN BEAM.WIRES ARE ARRAYED 90°FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45°FROM THE PLANE OF THE CEILING. • SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 LBS OR THE ACTUAL DESIGN LOAD,WITH A SAFETY FACTOR OF 2,WHICHEVER IS GREATER(DETAIL 1/A914). 12'-0"OC EA WAY MAX ETC,SECURE ATE LL HANGERS TOORT PIPES, NDUITS PROJECT NUMBER: 297071 BUILDING STRUCT.TRAPEZE AROUND - 6'-0" MAX #12 WIRE @ 4'-0"OC #12 WIRE @4-f)"OC DESTRUCTONS.DUCTS AND ERLARGEWESTLAKE 3„MOR#10 WIRE @ 5'-0"OC OR#10 WERE @ 5'-0"OC� CONSUL TANTS Tl AX 8„MAX VERT STRUTWALL MOUNTED FIXTURES TO GRID&STRUCSECURE ALL RECESSED SURFACE AS READ.LAY IN FIXTURE WIRES MAY BE A. - � �0�� PROPRIETARY GLIP. INSTAR PERWALL $"MAX 1BUILDING STRUCTURE SLACK. 15115 �`jWq) iALDING MFR(MUST BE APPROVED BY AHJ). • 91Lj• / �. + ' Pkwy, Suite 150 , 0 0 �,� 190.00 / Ys • • • °' "`� E• ,� �f o„N..,,,,,, 1 �� °o Tigard, OR 9 7224 • . � 3/4"MIN @ . oo , 1 fi�`.4� NY.•4 © UNATTACHED WALLSii/ . 4 '� 1 5 8 MAX il 44�,,\ \ ® ` �� / 1 I \, ® ' � a• �` / / ri � '` O SCREW ,,,1 SECURE ALL HANGERS TO BUILDING ATTACH ONE SIDE OF GRID(SEE STRUCT.TRAPEZE AROUND DUCTS UNATTACHED DETAIL) LATERAL BRACING @ 12-0 OC EA WAY, AND OTHER LARGE OBSTRUCTIONS O 4 BRACING WIMAIN THIN 6'-0"OF PERIMETER AND ''- U 2"FROM CROSS MEMBER WHERE REQ'D 0 --, ® SPREADER BAR OR OTHER (� 0.. .. ♦ , ®(� SUITABLE SYSTEM REQUIRED TO MORE THAN OUT OF PLUMB SHEET TITLE: �+ 'O �� KEEP PERIMETER COMPONENTS COUNTERSLOPE 1:6E HANGERS IF 'D ® ( FROM SPREADING APART ` % •I �` ® ® t'3, ` � I ADDITIONAL HANGERS AT ALL MEMBERS SUSPENDED ♦ 4„, ,,, ' / WITHIN 8"OF PERIMETER WITH SUPPORT NOTES. WIRE 1:6 SLOPE RIGID BRACING MAY BE USED IN `° •p SPLAY WIRES. Eta . •' 2 ♦ LIEU OF AREAS OF 1000 SO FT OR CEILING a1 • . , 4 LESS SHALL BE EXEMPT FROM �, 2"WALL MOLDING SPREADER BAR REQ'D AT UNATTACHED LATERAL FORCE BRACING REQUIREMENTS 1:„.......i„ +► ► SIDE• REQUIREMENTS. • Q. 2"CLOSURE ANGLE SEISMIC 2 0 8. ATTACHED WALL MOLDING 6. ATTACHED WALL MOLDING ALTERNATE 4. UNATTACHED WALL MOLDING 2. LATERAL FORCE BRACING - ASSEMBLY SECTION DESIGN cOt 62 A914 NOT TO SCALE A914 NOT TO SCALE A914 NOT TO SCALE A914 NOT TO SCALE CATEGORIES _E 0) 5/8"MAX SEISMIC SEPARATION JOINT PER / ■ E 8 F TYPICAL CONNECTION DEVICE /�r/ CAPABLE OF CARRYING 100 LBS , LAY IN FIXTURE WIRES MAY BE MFR S 8 OR MOREAliSLACK `91' ' „co1 M+ y Y ATTACHED BUILDING STRUCTURE . HANGER WIRES ) 0 O y O O _ - O 0 1� O O4*- a) CEILING CLIP / ! )1 / ! 4 a / FIXTURE n. 6 '91, 3 TURNS + FLANGE DRAWN BY: KAL 91, — POP RIVET DATE ISSUED: y """ VERTICAL HANGER WIRE SUSPENDED CEILING GRID 3/4 MIN �, 4 PERMIT SET 10.31.18 A. FOR CEILING AREAS EXCEEDING 2,500 SQ FT o 0 I A. VERTICAL HANGER WIRE ATTACHMENT .� \ a \ / / cc 0 I ��-!�� I 5/8'"MAX j/ `\ `\ /' /' PROVIDE SUPPORT FROM "�` STRUCTURE / A A / o 1%11111kk M , _ - \ _ i 0 \ / \ / U �.0. `- M, I \ / \ / 1 �� `� ♦ / SOFFIT LATERALLY BRACE TO 914 .....44. tN \O� BUILDING S I KUCTURE \ / STRUC ABOVE NJ `914 �' STEEL STRAP 1"WIDE x 2"LONG x L 6'MAX 12'MAXJr 12 GAGE MINIMUM / EXTEND SOFFIT TO AT LEAST BOTTOM PLANE OF CEILING GRIP REQUIRED SUPPORT: <10 LBS,(1)12GA WIRE 10-56 LBS,(2)12GA WIRES ilaki 3 TURNS >56 LBS,SUPPORT DIRECTLY FROM STRUCTURE UNATTACHED AI "91" "91" SPLAYED SEISMIC WIRE BRACING PENDANT MOUCTLY UPP T / fL O O e 41 SHALL BE DIRE P D BY STRUCTURE W/9GA WIRE OR e e CO o e e e o o e e ,- �� 0 e 0 e 0 e e e e'''1L APPROVED ALTERNATE. `I a B. SPLAYED SEISMIC BRACING WIRE ATTACHMENT B. TO CREATE CEILING AREA OF LESS THAN 2,500 SQ FT SHEET: 0 N 9. LATERAL FORCE SUSPENDED TYP CEILING PLAN 7. WIRE ATTACHMENT DETAILS 5. FIXTURE SUPPORT 3. SEISMIC SEPARATION JOINT SECTION A914 kri CO o A914 NOT TO SCALE A914 NOT TO SCALE A914 NOT TO SCALE A914 NOT TO SCALE PERMIT SET 0 cry) 0 LRS Architects,Inc.©2018 L J� ARCHITECTS SILL BELOW 720 NW Davis 503.221.1121 s' Suite 300 503 221.2077 h4 Portland OR 97209 www.Irsarchlitects.com 1+I Jl. I I IIIIIIIIIi II lIIIIII ! IIII I III III. \,, SPECIFIED CEILING PER / . i RCP GLAZING OP STEEL FRAMING g16"00 // -MI WINDOW MULLION • �c. � ___ • ///biha popra I( el I ' BACKER ROD AND CLEAR SEALANT N. PROVIDE CORNER BEAD&PAINT pryer I ON WINDOW SIDE OF WALL END, 6355 TYP d4PDFITIAND,OREGON OF OO ALIGN W/FACE OF WALL �� I BEYOND WHERE OCCURS N. GYP BOARD CENTER OF MULLION TO ALIGN W/ CENTER OF PARTITION I ` CONSULTANT: • I 4. SOFFIT DETAIL 1. WALL @ STOREFRONT MULLION SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" PROVIDE(2)#8 SHEET METAL SCREWS AT EA.BRACE ATTACHMENT TO STRUCTURAL MEMBER TYP. 20 GA.3-5/8"STUD BRACING TO STRUCTURE @ 8'-0"O.C. SCHLUTER"SCHIENE"TRANSITION STRIP OR RESILIENT FLOORING AS SIMILAR SCHEDULED RESILIENT TAPERED UNDERLAY. \ PROJECT NUMBER: 217071 / MINIMUM SLOPE TO FLUSH PROVIDE 2"X 1/$"LIGHT&SOUND CARPET AS SCHEDULED TRANSITION SEALING GASKET CONTINUOUS BETWEEN WALL&CEILINGV. 1 ES TLA KE III 111111111 111 1 III 111111 1 1111 III III 11111 11111111111111111111 III 111111111111 III 1 III 1 I CONSULTANTS Ti a VERIFY HEIGHT d - + S e r _ ♦ .4 • • CARPET TO RESILIENT FLOORING PROVIDE(2)FASTENERS @EA. 151 15 SW Sequoia BRACE STUD CONNECTION TO TOP • OF WALL STUD : • - 2'-0" MIN Pkwy, Suite 15 . 3'-0"AT OPEN OFFICE • • Tigard, OR 97224 RESILIENT REDUCER,MINIMUM � •ADA COMPLIANT 3 518"25 GA.(3625125 18}MTL STUDS @ 24"O.C. • PROFILE, WITH 5/8"GYP.BD.EACH SIDE.PROVIDE 3" • SOUND ATTENUATION BATT INSULATION CARPET(OR RESILIENT FLOORING)AS FRICTION FIT IN STUD SPACE AND ACOUSTIC SCHEDULEDSEALANT AT CEILING GRID. - r ,FINISHED CONCRETE AS �SCHEDULE❑ POWDER DRIVEN ANCHOR AT 2'-0" 11111111111 / : . 4 I ( I I I II I 1111111111111011111111 0.C.THRU MIL.STUD TRACK.UNO. •,d < .• - a BASE ON BOTH SIDES AS iaj ,a. •d a - ' a SPECIFIED �` r SHEET TITLE: CARPET (OR RESILIENT FLOORING) ��`% EXISTINGSLAB TO CONCRETE -4- INTERIOR DETAILS 5. INTERIOR FLOOR TRANSITION DETAILS 2. BUILDING STANDARD PARTITION SCALE: 12"= 1'-0" SCALE: 1/2"= 1'-0" 0 N _o �I EXISTING CO — — — 3TRI}CTURE — 0 -0" Z o C r- I _ 44-9'-0"A.F.F. � o ; — � I U 3 5B"(3625162-33)MTL 4 N OC.(JOISTS TO RUN 4 SHORTEST DISTANCE N LESS THAN 10'-11") S REFER TO RCP FOR GYP BD CEILING LOCATIONS •• -- - • DRAWN BY: KAL O r DATE ISSUED: (V a, PERMIT SET 10.31.18 3 5!$"25 GA(362S125-18)MTL Up STUDS @ 24"00 W/5/8"GYP BD J ► TL STUDS O GYPIED10-0"AEXTEND.PROVIDE 3& SOUND ATTENUATION BATT INSUL Op- q.) + FRICTION FIT IN STUD. CC 0 O.O M i• U s P. 0.157"'HILTI POWDER f DRIVEN ANCHOR @ 2'-0"OC Si. 1 THROUGH MTL STUD 4BASE ON BOTH SIDES AS TRACK,UNO.EMBED 3/4" SPECIFIED 1 1 4 1 1 w A 1 j - EXISTING SLAB 0-0" Z , SHEET: a. 3. BUILDING STANDARD PARTITION - WAREHOUSE CV O '� SCALE: 1/2"= 1'-0" A920 cv L.6 co 0 ..0 M 0 t- LRS Architects,Inc. ;2018 1 I PROVIDE 1"SCRIBE IF FULL HEIGHT TO CEILING OR SOFFIT PROVIDE 1"SCRIBE IF FULL HEIGHT TO CEILING OR SOFFIT ARCHITECTS PROVIDE 1"SCRIBE IF FULL HEIGHT 1..mi.....' TO CEILING OR SOFFIT 720 NW Davis 503.221.1121 -_- . . . - - CONTINUOUS FRENCH CLEAT VERIFY REFRIGERATOR DEPTH 1-0" UNO • Suite 300 503 221.2077 CI . - CONTINUOUS FRENCH CLEAT 2'-0" . . 1'-10" • • • • CABINET FINISH AS SCHEDULED _------ • • Portland OR 97209 wwwirsarchitects.com • , d• .-//// CABINET FINISH AS SCHEDULED 1'-e" BLOCKING . . • . .• ; .."------ • • z , 4.7/ TWO ADJUSTABLE SHELVES,FINISH AS --.— • . 0 SCHEDULED PLASTIC LAMINATE OVER . . ---, • • P PULL AS SCHEDULED,TYP 3/4"SUBSTRATE • < . . . . =.../ • . . . . 1 -I V\ U.1 • CABINET FINISH AS SCHEDULED AtS0,41°131 4 . . / - • • Lu cn 1 \\, ..,... • • Lu I .--,...„ z . CUSHION ATTACHED . . . (,),____ 0 . 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LU • • ONE ADJUSTABLE SHELF,FINISH LU (2)BACK-TO-BACK 50 QT TRASH LU PROVIDE BLOCKING AS REQUIRED LU • • AS SCHEDULED U.1 BINS BY OTHERS 1.11 LU co CODRAWER,TYP ()) -— ——1 — - BASE AS SCHEDULED j - Li.---'>'-.'-'------Cj BASE AS SCHEDULED iBASE AS SCHEDULED • 1 L,,,,,, ' .• , . II'.... ..44. SHEET TITLE: CONTINUE FLOOR FINISH TO WALL I ;t T.O.FIN FLR T.O.FIN FLR, j t4 .. „.,'"- 1 r I _,,_ , - ,... - - _ --,_ iINTERIOR UNDERCUT BY 1/4"FOR FLOOR 3„ 3., 3., CLEARANCE / ,,.. / .• CASEWORK 11. LOWER CABINET W/ TRASH ENCLOSURE 8. LOWER CABINET W/ 3 DRAWERS 5. TYPICAL COUNTER SUPPORT 2. LOWER CABINET W/ DRAWER & DOOR DL DETAILS SCALE: 1"=1-0" SCALE: 1"=V-0" SCALE: 1"=V-0" SCALE: 1"=1-0" DL ci $..1- CD PROVIDE 1"SCRIBE IF FULL HEIGHT O TO CEILING OR SOFFIT NOTE:PROVIDE UNDERMOUNT SINKS @ QUARTZ/STONE COUNTERS,TYP co1 .• 62 .._i "-- ---- i,...... 1-- en 1 z _ . _ . . ...... CONTINUOUS FRENCH CLEAT Ct3 .S . • COUNTERTOP AS SCHEDULED O . . 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FOUR ADJUSTABLE SHELVES,FINISH AS SCHEDULEDTi'T . • • , YP LU L.0 • • LU PULL AS SCHEDULED,TYP LU FINISH AS SCHEDULED • • Lil I.-, 1 ir-ji "...._____ --a- LU ..., ----- . • LU W • CD • DRAWER,TYP C/) PROVIDE REMOVABLE DECK AND TOE KICK AT ACCESSIBLE SINKS . ..- BASE AS SCHEDULED i . . BASE AS SCHEDULED i_ -------------- - ' - BASE AS SCHEDULED J . Ii i T.O.FIN FLR ;J• T.O.FIN FLR $ I 11 : _A, . . ..............--. '.1 ..... .......... -. .... ................... -1 G--- 3. 3., 1 3. Jr • Z SHEET: 0.. 12. FULL HEIGHT CABINET WI 2 DOORS 9. LOWER CABINET WI MICROWAVE SHELF 3. LOWER CABINET W/ SINK (ADA) c'N CI. rl..: SCALE: 3/4"= 1'-0" SCALE: 1"= 1-0" SCALE: 1"=1-0" A980 Lri CO 8 PERMIT SET o o ,.... . LRS Architects,Inc.©2018