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Plans (3)
IMI , Architecture at Interiors „Igigs�G Planning Pr Engineering —TO PORTLAND EAR ANsDR. 1-5 A�9aoo i.. �� Eg Ift sgc, e99�0 TENANT IMPROVEMENT MAY 11 20,7 60 ZIz49,so Q Q Q d h 'N, 1 I 1 % t -1_ __ ;Ft I / 9. Vancouver,WA • Q Q Q Q I \ OREGON CITYOFTIGARD 360,695.7879 `_—� ' a"" e�slNESS PACIFIC CORPORATE CENTER BUILDING 1 BUILDINGDIV1SION Seattle,WA B Q Q Q 206,749.9993 Q 8 Q Q ' dii ail" it PARK I I ' y ' 1 Q Q Q Q - ?_ > it j /7.,.., r 1���� D www.mcknze.com HOME Q s Q Q �� Y NIN IW fre41 �tz4„ r _ , - SW SEQUOIA PKW v� DEPOT 1 M1 '� \\4401-11 Y , t. OFFICE COPY, M AC K E NEZ I NT uE. SED a u i �,rtw �/ fns G �'�► .� 's' ,; CITY OP TIGARD d�. _� -m. = o PORTLAND, G COMPLIANCE ZEt' ,ar �.,.. , a D ORE CJN o y- _ Isr h i'„ �.. r r _� _ REVIEWED FOR CODE ca PACIFIC S T _L _ , milli CORPORATE _ _ ( 8) ' ' (12 !m ' _ _ �c.- 111k sh . is >� ?'I INDEX OF DRAWINGS re- tt#: ] C._ l „�rj�tP2nI�-am/ C._IZE1': • T1.1 TITLE SHEET I,<7sCSW Seto oQ a WW1 - T I Address: L -1 - ;-ti.�i (z ) "fi . —it,-4. T1.2 PROJECT SPECIFICATIONS Suite#: uuuuuuunwumm �}y � .. Date: '. ` s4v7�N�AVFNl F 1 J am" v "�" ( T1.3 PROJECT SPECIFICATIONS By: 41g--I I - I1 --1 1 a � p`_ A2.1 DEMO PLAN tsoNO 3 mnmr A2.2 FLOOR PLAN AND DOOR SCHEDULE �caN� -- w h) t NOW A5.1 ENLARGED TOILET ROOM FLOOR PLAN, DETAILS, ELEVATIONS, AND NOTES F3ACTRusur A6.1 DEMO REFLECTED CEILING PLAN ISacificFleattjAsspc:etes,LL.P SITE, BUILDING 1 A6.2 REFLECTED CEILING PLAN (4® SITE MAP AB., DETAILS 7 NTS TRUE SCOPE OF WORK NORTH THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS FOR AN APPROXIMATELY 9,425 SQUARE FOOT TENANT ON THE FIRST FLOOR. WORK TO INCLUDE NEW WALLS, DOORS, RELITES AND CABINETRY. I 1 TENANT APPROVAL: Project ORTHOPEDICS NW TENANT IMPROVEMENT DESIGN/CODE DATA BUILDING INFORMATION OWNER: BALDING 1 PACIFIC REALTY ASSOCIATES, LP 15755 SW SEOUOIA PKW 15350 SW SEQUOIA PKWY #300 POLAND, OREGON PORTLAND, OR 97224 , , (503)624-6300 (PHONE) (503)624-7755 (FAX) O 0 O O O 8 O I iJ... GOVERNING CODE: 2014 OSSC OCCUPANCY: B Y! CONSTRUCTION TYPE: TYPE III-B " Q --1"1-----_ r:�, - - _-- Iii s.� - - : - OCCUPANCY LOADTENANT AREA : 132 13,160 S.F. FULLY SPRINKLED WA - — (APPROX): L .i. tr::::., ,...:: , di 1 ;;;: ; R ; sEI : ARE EXISTING Iri 1 - , Iv j — — I © MACKENZIE 2016 1 %I. 1 --_ hil 1 ALL RIGHTS RESERVED ■ -- THESE DRAWINGS ARE 7HE PROPERTY PLUMBING FIXTURE CALCULATIONS IN, I n � 1• MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, OE!. , % pal WITHOUT PRIOR WRITTEN PERMISSION (J �� re 42'7 _ _ FIRST FLOOR AREA: 13,160 SQFT FIRST FLOOR AREA: 13,160 SQFT 11 1 I II art �� I WATER CLOSET REQUIREMENTS LAVATORY REQUIREMENTS RZVISIONS: 'la pp -- I"a 'B' OCCUPANCY: 1ST FLOOR '5' OCCUPANCY: 1ST FLOOR -,a., REVISIONS REVISION DELTA ' 13,160/100 = 132 OCCUPANTS 13,160/100 = 132 OCCUPANTS �o %itET CLOSING DATE I t I 1 MEN: 132/66 = 66 = 25 + 41 MEN: 132/66 = 66 = 40 + 26 1 IN PROGRESS O -- _ all a i 3 , \ �/ 1 ■.� _ _ �' — J 25/25 = 1 40/40 = 1 , , a— 1 ( __ _ i 41/50 = R 26/80 = 1 ' ' • , I TOTAL = 2 REQ'D TOTAL = 2 REQ'D 1 , li �a� i 1 ke.... ).) +� WOMEN: 132/66 = 66 = 25 + 41 WOMEN: 132/66 = 66 40 + 26 ' 25/25 = 1 40/40 = 1 s:� i I / 41/50 = .82 26/80 = .52 , , I I ib. = 11 TOTAL = 2 REQ'D TOTAL = 2 REQ'D OREQUIRED 4 REQUIRED: 4 I J PROVIDED WATER 5 UNISEXTS PROVIDED: 5 UNISEX a SHEET TITLE: L" TITLE SHEET I ' I - - I ' NHI . O _ _ I . DEFERRED SUBMITTAL2014 OSSC SECTION 107.3.4.2 (by separate permit) FIRE SPRINKLER FIRE ALARM I1 MECHANICAL DRAWN BY: CGC, JAW - TI PLAN ELECTRICAL PLUMBING CHECKED BY: MRT, AJS V FIRST FLOOR EXIT ILLUMINATION ' • SHEET: PLAN NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN OFFICE COPY NORTH OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS T1 .1 ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT CITY OF TIGARD DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW Approved by Planning PRIOR TO SUBMITTAL / 11 / Date: Initials: Vnn (� JOB NO. 2160267.04 ' nCN/1tc+en Pro?' srr omit. niHt) /17 FASTENING HOLES WITH PAINTER'S PUTTY, CAULK ALL CRACKS IN 01 00 00 GENERAL DATA To BE RETAINED. 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S. GYPSUM, 4. PATCH, USING MATERIALS IDENTICAL TO EXISTING MATERIALS THAT GEORGIA PACIFIC, NATIONAL GYPSUM OR AN APPROVED EQUAL. CASINGS AND BETWEEN JAMBS AND WALLS USING DAP LATEX CAULK, A -ET-- _ GENERAL REQUIREMENTS VISUALLY MATCH EXISTING ADJACENT SURFACES TO THE FULLEST EXTENT 5 STANDARD GYPSUM BOARD SHALL BE TYPE 'X', 5/8" THICK WITH TAPERED AND FINISH WITH SATIN OIL ENAMEL. 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE POSSIBLE ' LATEST EDITION OF THE OREGON STRUCTURAL SPECIALTY CODE, AND ALL EDGES CONFORMING TO ASTM C-36. d. WOOD - STAIN, SEAL AS REQUIRED, AND VARNISH WITH SATIN VARNISH. --- --1 - .--w-.:7 5. PATCH WITH DURABLE, INVISIBLE SEAMS THAT ELIMINATE EVIDENCE OF OTHER STATE OR LOCAL CODE REQUIREMENTS THAT APPLY. 6. WATER RESISTANT GYPSUM BOARD SHALL BE 5/8" THICK WITH TAPERED PATCHING AND REFINISHING. 3. CEILINGS: 2. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND ATEDGES. CONFORMING TO ASTM C-630. THE EXISTING BUILDING AND NOTIFY ARCHITECT OF ANY DISCREPANCIES 6. AT CONCRETE SLAB REPAIRS (POUR BACKS), PROVIDE #3 x 12" LONG a. EXISTING GYP BOARD / PLASTER - SAND, SPACKLE ALL St ' 7. AT TOILET ROOMS USE 5/8" USG FIBERROCK BRAND AQUATOUGH INTERIOR REBAR DOWELS AT 24" O.C. MIN. WITH MIN. 6" PENETRATION INTO IMPERFECTIONS, SPOT PRIME AND FINISH TO ACHIEVE UNIFORM .-- ' -r• PRIOR TO STARTING THE WORK. PANEL FROM FLOOR TO 48" A.F.F. ON WALLS BEHIND OR ADJACENT TO AND MIN. OF 6" EXPOSURE INTO POUR BACK. CENTER EXISTING csCZNIA3RTE DEPTH. COVERAGE WITH MILLER'S 6200 OR 4480. 3 CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCEPLUMBING FIXTURES. NO SUBSTITUTES. (EXCEPT/ON: EXCEPTION AT 4480. INSPECTION OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTAL OF A LOCATIONS TO RECIEVE PLASTIC LAMINATE OR TILE WAINSCOT.) b. NEW GYP BOARD / PLASTER - PRIME WITH SUPER SEAL AND Architecture m Interiors 7. REMOVE PATCHES THAT ARE VISUALLY UNSATISFACTORY IN THE ..i. FINISH TO ACHIEVE UNIFORM COVERAGE WITH MILLER'S 6200 OR PROPOSAL. SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED 8. AT TILE WAINSCOT LOCATIONS INSTALL CEMENT BACKER BOARD 72 THICK Planning a Engineering CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE, AND NO ARCHITECT'S OPINION AND REPLACE AT NO ADDITIONAL COST. WITH SQUARE, REINFORCED, SMOOTH EDGES PROVIDE DUROCK BRAND FURTHER COMPENSATION SHALL BE DUE THE CONTRACTOR FOR CLAIMS 07 00 00 THERMAL & MOISTURE PROTECTION CEMENT BOARD OR APPROVED EQUAL. * 4. GENERAL NOTES: ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. 1. REPLACE ALL MISSING AND DAMAGED ROOF AND WALL INSULATION ABOVE 9. INSTALL WATER-RESISTANT GYPSUM BOARD BEHIND WAINSCOT OF FRP, a. KEEP ALL HARDWARE, HINGES, AND DOOR KNOBS CLEAN OF ALL 4 BY SUBMITTING A PROPOSAL, CONTRACTOR AND ALL SUBCONTRACTORS THE CEILING GRID. PLASTIC LAMINATE, ETC. PAINT SPLATTERS, DRIPS, OR ROLLER SPRAY. CERTIFY THAT THEY HAVE EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK DESCRIBED OR 2. REPLACE ALL MISSING AND DAMAGED ROOF AND WALL INSULATION AND 10. TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. b. ALL SURFACES TO BE SANDED BETWEEN COATS, PRIOR TO REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY PROVIDE PERFORATED WHITE SCRIM (FS-25) OVER THE INSULATION AT 11 USE GEORGIA PACIFIC DENSGLAS GOLD ON EXTERIOR FACE OF INSTALLATION OF NEXT COAT. Portland,OR NOT BE LIMITED TO ALL MATERIALS AND INSTALLATION, DISPOSAL OF THE WAREHOUSE CEILING. •EXTERIOR WALLS AND COAT WITH STO FINISH SYSTEM. c. DURING PROGRESS OF WORK, KEEP JOB SITE CLEAN OF ALL PAINT 503.224.9560 EXCESS MATERIALS (USEABLE FINISH MATERIALS SHALL BE LEFT IN THE 360.695.7879 3. PROVIDE NEW ROOF INSULATION TO MATCH EXISTING AT ABANDONED MATERIALS, RUBBISH, CANS, AND RAGS AT THE END OF EACH DAY. Vancouver,WA TENANT SPACE AS DIRECTED BY PACTRUST), CLEANING AND ALL WALL CONSTRUCTION EXECUTION d. UPON COMPLETION OF WORK, CLEAN ANY PAINT SPLATTER BY USING MECHANICAL UNITS PREPARATION OF SUBSTRATE SURFACES PRIOR TO INSTALLATION, AS WELL • 1 FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING AS FINAL CLEAN UP. 4. AT ALL UN-USED EXISTING ROOF PENETRATIONS, REMOVE EQUIPMENT AND • SELF-DRILLING OR SELF-TAPPING SCREWS. WELDING SHALL CONFORM TO PROPER METHODS OF WASHING AND SCRAPING, USING CARE NOT TO Seattle,WASCRATCH OR DAMAGE FINISHED SURFACES, ' 206.749.9993 5 IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND . REPAIR ROOF SYSTEM. AWS 013 WELDING PROCEDURE. ELECTRODES AND SCREW CONNECTIONS MAINTAIN EXISTING BUILDING STANDARDS FOR ALL EXISTING PRODUCTS 08 10 00 DOORS AND WINDOWS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. e. PROTECT WORK OF OTHER TRADES. www.mcknze.com AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS INTENTION DO NOT FIELD WELD MATERIALS LIGHTER THAN 18 GA. '1. ALL INTERIOR DOORS/FRAMES ARE NEW f. PROVIDE 'WET PAINT" SIGNS AS REQUIRED TO PROTECT NEWLY THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. • 2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PAINTED FINISHES, MACKENZIE. 6. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIF/CALLY NOTED 2. APPROVED DOOR, FRAME, AND HARDWARE SUPPLIERS INCLUDE: PARTITIONS. ANCHOR TRACKS AS INDICATED IN THE DESIGN ,, ,-,,-, ,,c) t u vu v SPECIALTIES OTHERWISE. , ,-.• . • :. 0 F . , . 5._ 5 . . ;, CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD ' DEMON DRIVEN I CLIENT FOCUSED INSERTS FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF 1 I . ) 7. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET "WALK-OFFA CONCRE b. PACIFIC ARCHITECTURAL WOOD PRODUCTS (800) 345-8313 • 0 28 13 REST ROOM ACCESSORIES (SINGLE OCCUPANCY) TE SLABS. MATS" TO PROTECT EXISTING CARPETS. - - , 1. REUSE EXISTING ACCESSORIES WHERE POSSIBLE- c. :- • 40 , .. ' sr .o - "00 3* CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP 8. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. AND BOTTOM TRACKS. POSMON STUDS VERTICALLY IN TRACKS AND 2, PAPER TOWEL DISPENSER, SURFACE MOUNTED (ONE PER REST ROOM) PATCH AND REPAIR ROOF AND ROOF MEMBRANE TO MATCH THE EXISTING d. GRANT SUPPLY (360) 887-0647 SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT BOBRICK 8-262 ROOF. 0 3. DOOR AND RELITE FRAMES SHALL BE WESTERN INTEGRATED MATERIALS LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 3. LAVATORY MOUNTED SOAP DISPENSER 34 FL OZ., 6" SPOUT LENGTH • 9 ALL ROOF WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING (WIM), ALPHA ALUMINUM PRODUCTS, INC. (AAP), OR APPROVED. FEET WIDE OR LARGER. PROVIDE JACK STUDS OVER OPENINGS, AS SOBRICK 8-8226 COMPANIES. APPROVED COMPANIES INCLUDE: SUBMITTAL REQUIRED PRIOR TO ORDERING MATERIAL. NEW FRAMES TO BE NECESSARY, TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE FACTORY FINISH CUSTOM COLOR. STUDS AT CORNERS, POSITIONED TO RECEIVE INTERIOR AND EXTERIOR 41.. SURFACE WALL MOUNTED SOAP DISPENSER BOBRICK 8-4112 (use with a. ARROW ROOFING, ALFONSO PEREZ (503) 460-2767 FINISHES FASTEN STUDS AT TOP AND BOTTOM TRACKS BY WELDING OR wall hung sink) 4. EXTERIOR DOORS AND FRAMES TO BE HOLLOW METAL FRAMES OF ' ' SCREWING BOTH FLANGES TO THE TRACKS. PROVIDE LONG LEG TRACK AT a SURFACE MOUNTED MULTI-ROLL TOILET TISSUE DISPENSER BOBRICK b. PACIFIC ROOFING, GUY BELT (503) 640-3163 ONE-PIECE WELDED CONSTRUCTION, 14-GA. GALV. SHEET STEEL. DOORS, TOP OF WALL TO ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE 8-2888 c GRIFFITH ROOFING, GREG STONE (503) 643-1596 SDI-100, GRADE II, SEAMLESS EDGES, 16 GA. GALV. SHEET STEEL. ABOVE. T -,- FABRICATE DOORS AND FRAMES WITH HARDWARE REINFORCING WELDED IN 6 SURFACE MOUNTED TOILET SEAT COVER DISPENSER BOBRICK 8-4221 ' ' - 10. KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A PLACE. 4. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ' PACRUST DAILY BASIS INCLUDING DOCK ACCESS AREAS AND COMMON AREA. ACCESSORIES AS REQUIRED FOR THE PROJECT. 7. MIRROR STANDARD SIZES 1/4" PLATE MIRROR WITH EDGES "FLAT GROUND" ...,wcific Realtyzr 5. FIELD VERIFY EXISTING DOOR' FRAME AND HARDWARE FINISH PRIOR TO . t- Assocotes, (..P., BOTTOM EDGE_ SUPPORTED BY A CONTINUOUS BRIGHT CHROME "J" METAL, . • . • FLOORS TO BE SWEPT OR VACUUMED DAILY. ORDERING. ALL NEW DOORS, FRAMES AND HARDWARE TO MATCH EXISTING5. AT TOILET ROOMS TO RECEIVE SHEET VINYL FLOORING, INSTALL THE 11.PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS BUILDING STANDARDS. GYPSUM BOARD (OR AUQATOUGH) WITH 1/4" GAP BETWEEN THE BOARD 5/16' X 3/8- (HEIGHT OF EXPOSED FACE) WITH CONCEALED LEG _ INCLUDING BUT NOT LIMITED TO COMMON CORRIDORS AND STAIRS, g AND THE FLOOR TO PREVENT WICKING. SCREWED TO THE WALL TO CARRY THE WEIGHT OF MIRROR. BUILDING ENTRANCES, SUITE ENTRANCES, ETC. THE CONTRACTOR WILL BE' ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED 'OTHERWISE. 6. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND 8. GRAB BAR SATIN FINISH BOBRICK 8-6806 SERIES RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION ACTIVITIES. 7. DOOR HARDWARE SHALL BE SCHLAGE AL SATURN OR D RHODES SERIES MANUFACTURER'S RECOMMENDATIONS. 10 28 13 BREAK COUNTER 12 PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS U.N.O. 0 7. FINISH QUALITY: . 1. PAPER TOWEL DISPENSERS, SURFACE MOUNTED (KITCHEN/BREAK ROOM) SHALL NOT USE BUILDING RESTROOM FACILITIES. 8. ALL DOOR HARDWARE SHALL BE INSTALLED WITH A 5" BACKSET. AREA PROCESS TRADE BOBRICK 6-262 13 STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE 9. AT INTERIOR DOUBLE DOORS PROVIDE TOP AND BOTTOM FLUSH BOLTS AT NOMENCLATURE 2. CUP DISPENSER - BOBRICK 8--235 LIMITED TO AREAS AS DESIGNATED AT PRE-CONSTRUCTION MEETING. INACTIVE LEAF. TOP BOLT TO HAVE EXTENSION BOLT. WAREHOUSE TAPE/FINISH COAT* TIGHT 10 44 16 FIRE EXTINGUISHERS UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY 10. DOOR FINISH SUBMITTAL: CONTRACTOR TO PROVIDE SHOP DRAWINGS DOUBLE 1 FIRE EXTINGUISHER 2A10 BC (WALL MOUNTED OR IN SEMI RECESSED - - OTHER COMMON BUILDING AREA BE USED FOR STORAGE. FOR DOOR FRAMES, DOOR HARDWARE AND DOORS AS WELL AS A CONTROL OFFICE/OTHER AREAS TAPE/2 FINISH COATS*/ SMOOTH * CABINET AS INDICATED ON PLAN) ' 1 14. KEEP THE ROOF FREE OF DEBRIS (I.E. NAILS, SCREWS, BOTTLES, SAMPLE OF THE FINISHED DOOR SKIN W/ STAIN AND FINISH APPLIED (IF FINISH TAPED Project ETC.) AT ALL TIMES, NEW DOORS ARE BEING PROVIDED). BEFORE FINISHING OF DOORS IS • 2. FIRE EXTINGUISHER CABINET: JL INDUSTRIES ACADEMY SERIES MODEL # COMMENCED ARCHITECT SHALL APPROVE CONTROL SAMPLE. FINISHED USG 'FIRST COAT" * SAND C1027V10• OFTIHOPEDICS NW 15 ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS PRODUCT IS SUBJECT TO REJECTION BY ARCHITECT IF THIS PROCESS IS AFTER TAPE / FINISH COAT (S) TENANT IMPROVEMENTE OTHERWISE NOTED. NOT FULLY ADHERED TO AND FIELD PRODUCT DOES NOT MATCH THE 8. FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH 16. CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION APPROVED CONTROL SAMPLE. STRAIGHT READY FOR FINISH AS SHOWN ON PLANS. OF STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING WORK PRIOR 11.ALL INTERIOR GLAZING SHALL BE TEMPERED. . 09 53 00 SUSPENDED ACOUSTICAL CEILING TO FRAMING OR CUTTING FOR INSTALLATION. 12. DEAD BOLT LOCKS AT NEW EXTERIOR DOORS 1:0BE INSTALLED WITH LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. 1. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL 17. A SCHLAGE MORTISE DOUBLE CYLINDER 20-013O c, KEYWAY; SOLID BUILDING CODE* BUILDING 1 18. CLEAN ADJACENT EXTERIOR AREA, I.E. WALKS, EXTERIOR GLASS, ETC. BRASS; WITH ADAMS-RITE CAM AND COMPRESSION RING 1 1/8" LENGTH 15755 SW SEOUOIA PKW 19* FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK WITH HARDENED CYLINDER GUARD RING KEEDEX K-24. FINISH TO MATCH MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND AREAS. BUILDING STANDARD. 2. FOLLOW INSTALLATION OF CEILING SYSTEM, INCLUDING GRID, PANELS, AND PORTLAND, OREGON HANGARS AND ACCESSORIES. I 4 20. REPLACE ALL SUPPLY AND RETURN DIFFUSERS, DUST/CLEAN AT 13. PATCH AND REPAIR ALL HOLES OR DAMAGE TO EXISTING STORE INC.USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES, 'SO PROJECT COMPLETION. FRONT WINDOWS AND DOORS. TOUCH UP FINISH FOR AS NEW LOOK. • • -* • 4.0 - 440A 14. TOUCH UP ALL EXISTING INTERIOR DOORS AND FRAMES FOR As NEW 4. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK . 21 PROVIDE "AS-BUILT" DRAWINGS OF THE WORK AT THE CONCLUSION ..,... ' ,,t, ' OF CONSTRUCTION. "AS-BUILT" DRAWINGS MAY BE IN THE FORM OF TWO LOOK. INCLUDING BUT NOT LIMITED TO INSULATION, GYPSUM BOARD, LIGHTFIXTURES, MECHANICAL SYSTEMS' ELECTRICAL SYSTEMS AND FIRE " Ilft.ttat,t f -- COPIES OF CONSTRUCTION DOCUMENTS MARKED-UP WITH RED PEN. 09 00 00 FINISHES 0 SPRINKLERS DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION GENERAL 5. PRODUCTS: ' ' - t AND MAINTENANCE MANUALS SHALL BE PROVIDED FOR ALL MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT. PACTRUST MAY HOLD 1. CLEAN, SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS a. GRID - PRELUDE 24 XL 15/16' EXPOSED TEE (HEAVY DUTY) 0 0 ,•• CONTRACTOR'S FINAL PAYMENT UNTIL "AS-BUILT" DRAWINGS AND 0 & M SPECIFICATIONS. MANUALS HAVE BEEN RECEIVED AND APPROVED. 2. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: b. .11A./11/-EN-GLNMTSETGRUOLNAIGR FE FISSURED ETEM #1732, 24 x 24 x 5/8" .- ;..„ to .10..e 22. IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE a. FLOOR COVERINGS, BASE AND TRANSITION STRIPS CONTRACTOR PROVIDE A COMPLETE, FUNCTIONING PROJECT INCLUDING ALLc, ACCESSORIES - MANUFACTURERS' STANDARD GENERAL, MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED TO b. PLASTIC LAMINATES 6. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRIM FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND c. ALL NATURAL WOOD (INCLUDING DOORS AND CASEWORK) TILE EDGE TO CREATE TEGULAR EDGE CONDITION SO THAT CEILING TILES I I INSTALLED, REGARDLESS OF WHETHER OR NOT SHOWN ON THE DRAWINGS. LAY FLAT. (7,-) MACKENZIE 2016 d. PAINT v--•• ALL RIGHTS RESERVED 23. ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY 0 7. AT CEILINGS OVER 144 SF PROVIDE HORIZONTAL RESTRAINT WIRE OR THESE DRAWINGS ARE THE PROPERTY CONTRACTOR ARE NOTED "N.I.C.", e. TILE, MARBLE, GRANITE, STONE, GROUT AND SCHLUTER TRIMS RIGID BRACING. 0 0 0 MACKENZIE AND ARE NOT TO BE USED 24. "ALIGN" AS USED IN THESE DOCUMENTS, MEANS TO ALIGN THE f. TOILET PARTITIONS 0 8. INSTALL CEILING GRID WITH TWO EDGES ATTACHED TO ADJACENT WALLS. OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION FINISHED FACES OF ELEMENTS IN THE SAME PLANE, EITHER IMMEDIATELY g. HARDWARE 0 THE OTHER TWO EDGES SHALL BE ATTACHED TO WALL MOLD USING BERC2 0 0 0 0 , 1 ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. CLIPS ALLOWING THOSE TWO SIDES TO FLOAT. 3. FINISH FLOORING TO EXTEND UNDER ALL NEW CASEWORK. REVISIONS: 25. DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS. DRAWINGS 9 PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT . ARE INTERRELATED, 4. IFTietOrMEALt TRANSITION STRIP WHERE EVER TWO DIFFERENT FLOOR • CONTIGUOUS CEILING GRID AREAS TO NO MORE THAN 2500 S.F. THE •4< REVISIONS REVISION DELTA 26. SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO STATIONARY SIDE OF' THE JOINT SHALL PERMIT THE INSTALLATION OF A E' "ISIS CLOSING DATE THE ARCHITECT OF RECORD WITHIN TWO WEEKS OF PROJECT AWARD. 5. PROVIDE SCHLUTER METAL TRIM AT ALL EXPOSED EDGES OF TILE (EXCEPT LIGHT FIXTURE IMMEDIATELY ADJACENT TO THE JOINT. (zo SHEET - PRODUCTS /NSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO AT BULLNOSED EDGE) OF TILE (CERAMIC, QUARRY OR PORCELAIN) 10. PROVIDE RIGID STRUTS TWELVE FEET ON CENTER EACH WAY " 1 X IN PROGRESS REPLACEMENT AT CONTRACTOR COST. AN APPROVED SUBMITTAL DOES 09 21 00 GYPSUM BOARD BEGINNING WITHIN SIX FEET OF PERIMETER EDGE. INSTALL SWAY NOT CHANGE THE CONTRACTUAL 0 REQUIREMENT TO PROVIDE THE SPECIFIED BRACING EACH STRUT ALONG FIXED EDGE IN ALL FOUR DIRECTIONS ITEMS UNLESS SPECIFICALLY NOTED AS A SUBSTITUTION BY THE GENERAL CONTRACTOR AND SPECIFICALLY APPROVED BY THE ARCHITECT AS SUCH. 4. ALL GYPSUM BOARD WALLS: ONE LAYER 5/8" TYPE X GYPSUM 11.1N EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES. REPLACE SUCH PRODUCTS AS DIRECTED AT CONTRACTOR'S COST. WALLBOARD, EITHER AT RIGHT ANGLES OR PARALLEL TO FRAMING ON 12. TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF 27. SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK, SPECIAL EACH SIDE OF METAL STUDS SPACED AT 24" O.C. FASTEN WITH 1" TYPE LEVEL. SYSTEMS, MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS (INCLUDING S DRYWALL SCREWS 8" 0.C. TO VERTICAL EDGES AND 12" 0.C. TO TOP 13. BENT OR DAMAGED I-BARS TO BE REPLACED. FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF ALL AND BOTTOM RUNNERS AND INTERMEDIATE STUDS. STAGGER ALL 14 REPAIR HOLES IN GRID FROM REMOVED WALLS USE OF ARMSTRONG SHOP DRAWINGS FOR REV/EW AND APPROVAL TO THE ARCHITECT OF VERTICAL AND HORIZONTAL JOINTS 24" O.C. (OR ONE STUD SPACING), '"BP ES-4" EXPANSION SLEEVE ACCEPTABLE. * RECORD. ARCHITECT WILL RETAIN ONE COPY AND ONE COPY WILL BE EACH SIDE AND OPPOSITE SIDES.. RETURNED TO THE CONTRACTOR. 0 5. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISHO9 65 19 RESILIENT FLOORING - SHEET VINYL. FLOORING 0 0 0 0 0 , 0 1 28. THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY COATS WITH SANDING BETWEEN FINISH COATS. Appty USG SHEETROCK 1. SEAL THE EDGES OF' THE SHEET VINYL FLOORING TO THE CONCRETE 0 0 SHEET TITLE: OF THE FIRE PROTECTION SYSTEMS CONTRACTOR. ALL FIRE PROTECTION BRAND FIRST COAT. PAINT AS INDICATED. FLOOR WITH A CONTINUOUS BEAD OF APPROVED SEALANT. SET THE 4" PROJECT SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED BY 6. ALL OTHER GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND ONE FINISH VINYL COVE BASE INTO A FRESH BED OF SEALANT TO SEAL THE BASE TO , THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF COAT WITH SANDING AFTER FINISH COAT* *PAINT AS INDICATED THE SHEET VINYL. MITER THE CORNERS AND APPLY A BEAD OF SEALANT SPECIFICATIONS SYSTEM. COORDINATE INTERFACE WITH EXISTING BUILDING SYSTEMS AND „ TO SEAL THE JOINT" WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE CENTERED IN CEILING7' IN FINISHED SPACES FURR-OUT BUILDING COLUMNS AND EXTERIOR WALLS TILE (OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WITH 5/8" GYPSUM BOARD OVER METAL STUDS. 09 65 19 RESILIENT FLOORING - VINYL COMPOSITION TILE WHERE APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS 8. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS STOREFRONT. 1. FINISH FLOORING TO EXTEND UNDER CASEWORK. SHALL BE PRE-APPROVED IN WRITING BY THE ARCHITECT PRIOR TO QUIETJOINT SHH WHERE WALL MEETS MULLION AND QUIETJOINT SHG 2. INSTALL TILES IN QUARTER TURN PATTERN. INSTALLATION. 0 WHERE WALL MEETS GLAZING. COLOR SELECTED BY ARCHITECT. 09 91 23 PAINTING 29. COORDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND 9. AT ALL EXISTING WALLS, REMOVE ALL NAILS, SCREWS, FASTENERS, ETC. SCHEDULE ALL SERVICE INTERRUPTIONS OUTSIDE NORMAL BUSINESS LEFT BY PREVIOUS TENANT AND PATCH HOLES READY FOR PAINT, INTERIOR: HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. 1' WALLS: ' I 10. REPAIR GYPSUM BOARD AT REMOVED ELECTRICAL RECEPTACLES OR DRAWN BY: CGC JAW GENERAL DATA BOXES AND FINISH READY FOR PAINT a. PRIME NEW DRYWALL WITH MILLER'S HIGH-BUILD "SUPER SEAL" • ' 1. REMOVE ALL EXISTING VCT, SHEET VINYL, ETC. IN AREAS WHERE NEW 11.UPON REMOVAL OF WALL BASE, REMOVE RESIDUAL ADHESIVE AND PRIMER. FHECKED BY: MRT, AJS FLOOR COVERING IS SPECIFIED PRIOR TO INSTALLATION OF NEW FLOORING. PREP WALL TO PAINT READY CONDITION. b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM 2. ALL ROOF PENETRATIONS FOR ELECTRICAL, LOW VOLTAGE, GAS PIPING, WALL CONSTRUCTION MATERIALS COVERAGE WITH MILLER'S 6200 OR 4480 WITH A TIGHT ROLLER - SHEET: ETC. SHALL BE SLEEVED THROUGH A LEAD ROOF JACK, CLAMPED WITH A STIPPLE• FINISH RESTROOM FINISHES TO BE MILLER'S S/G LATEX STAINLESS STEEL CLAMP AND SEALED WITH VULKEM 921 POLYURETHANE 1 PROVIDE STUDS, TRACKS, BRACING, FASTENING AND OTHER ACCESSORIES ENAMEL. * ' SEALANT. SILICONE SEALANT NOT PERMITTED. NECESSARY FOR COMPLETE INSTALLATION. 2. DOORS AND FRAMES: 01 73 29 CUTTING AND PATCHING 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURAL PROPERTIES ARE NOT INDICATED, THEY a. NEW HOLLOW METAL - PRIME, SAND, AND FINISH WITH TWO COATS 1. PERFORM CUTTING AND PATCHING WITH SKILLED CRAFTSMEN EXPERIENCED SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LIVE LOADS, OF SEM1-GLOSS OIL. is WITH THE TYPE OF WORK BEING UNDERTAKEN. DESIGN FRAMING IN ACCORDANCE WITH AISI SG-673. b. EXISTING HOLLOW METAL - SAND, FILL IMPERFECTIONS WITH BONDO, 2. PROTECT EXISTING CONSTRUCTION TO PREVENT DAMAGE. 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO SAND AND PRIME PATCHES WITH ALKYD PRIMER, AND FINISH WITH 3. PERFORM CUTTING USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS ASTM A446/A 446 M GRADE A (33000 PSI) G60. SEMI-GLOSS OIL ENAMEL. c. WOOD - PRIME WITH ALKYD OIL UNDER-COATER, SAND, FILL ALL I a JOB NO - * 2160267.04 1 REV1SED PERMIT SET: 01/12/17. _ ANITOR FLOOR SINK - MUSTEEC 12 00 00 FURNISHINGS 2. J 63M MOP SERVICE BASIN 24" X 24" X 10'19. FLEX DUCT WILL BE.NO LONGER THAN 6' FROM RIGID DUCT DOWN 70 OFFICE LIGHTING SWAN 4 4 OR SA MS2 2 24" X 24w. DIFFUSER. 1. CLEAN REFURBISH EXISTING BUILDING STANDARD BLINDS AT ALL 1. GROUP RE-LAMP EXISTING FLUORESCENT LIGHTS THROUGHOUT HROUGHOUT U.N.O. 3. JANITOR FLOOR SINK FAUCET - CHICAGO FAUCETS 897 OR AMERICAN EXTERIOR GLASS. 20. DIFFUSERS: - - . STANDARD 8344.112. 2. RELOCATE EXISTING 18-CELL PARABOLIC LIGHTS OR PROVIDE NEW TO 2. REPLACE BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS AND a. SUSPENDED CEILING SYSTEM (T-BAR) -PERFORATED FACE MATCH EXISTING AS NECESSARY. 4, PROVIDE F.R.P. .BEHIND JANITOR SINK AND ONE FOOT BEYOND ON EACH PROVIDE BUILDING STANDARD BLINDS TO MATCH AT NEW EXTERIOR.GLASS. ADJUSTABLE CURVED BLADES -DESIGN TITUS PCS SUPPLY AND TITUS _--_ BLINDS SHALL BE PER CURRENT PACTRUST STANDARD WHITE, VERTICAL, SIDE. PAR RETURN OR APPROVED EQUAL. 3. LITHONIA LED FIXTURE. 2VTL 40L ADP EZ1 LP835. (OFFICE DAYLIGHT { ZONE LIGHTING) NON-PERFORATED.) CONTRACTOR SHALL VERIFY THE BUILDING STANDARD PROJECT CLOSE OUT DOCUMENTS REQUIRED: b. GYPSUM BOARD CEILING; SUPPLY - CURVED. BLADE Wj OBD DESIGN - ; �� AND CONFIRM WITH THE ARCHITECT BEFORE ORDERING. - 350;, - 4, REST ROOMWALL MOUNTED LIGHT FIXTURE - PEERLESS CERRA 7 LED, 1. PROVIDE AS-BUILT INFORMATION TO ARCHITECT AT PROJECT COMPLETION. TITUS 250; RETURNBAR TYPE DESIGN TITUS EXHAUST �� METAL OR ALUMINUM - 1 2 X i 2" EGG CRATEDESIGN TITUS50F. CRW7L HI 4FT R4 120 EZB LP840 C210 SCEP, 3500K. INCLUDE THE FOLLOWING: . / /� 5. RECESSED E SED LED DOWN LIGHT LITHONIA LDN6 35/10 L06 AR LD 277 TRW 1223 16 CABINET SPECIFICATIONSC. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LO Architecture Interiors E S ICA a. DIMENSIONS (HORIZONTAL AND VERTICAL) OF BUIRED PLUMBING "Y" PER LOCATED lkeriCrS IN DUCT AT OR NEAR CLOSESTBRANCH: 6, OFFICE EGRESS LIGHTING: S MINI GENIE LINES INSTALLED OR DISCOVERED BY THIS CONSTRUCTION. I OLITE E tE SERIES LED VERSION LMIGN 1. ALL CABINETRY TO BE INSTALLED OVER FINISH FLOOR AT ALL RESILIENT - _ Planning0 Engineering FLOORING LOCATIONS. OF d. REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS NM SQ CEILING AND WALL MOUNT. SEE PLAN FOR EGRESS PATH. USE b. LOCATION SHUT OFF VALVES OF ISOLITE INVERTER AS ALTERNATE TO BATTERY IS ACCEPTABLE. I 2. AWI CUSTOM GRADE STANDARDS FOR CASEWORK AND. COUNTER TOPS AT PROJECT COMPLETION, DUST/CLEAN GRILLS PRIOR TO MOVE-IN. 23 00 00 HVAC DESIGN BUILD 7, LIGHT SWITCHES: AT STANDARD U,N,O 21. THERMOSTAT. ALL EXISTING MERCURY TYPETHERMOSTATS L �- S N ARD FLUORESCENT LIGHTING AND LED R TOBE LIGHTING IN STOREROOMS GAS METER REPLACED. NEW THERMOSTATS TO BE HONEYWELL COMMERCIAL GRADE O OR RESTROOMS (NON DIMMING), USE ACCUITY 3, HIGH PRESSURE LAMINATE (P-LAM HPL) ALL EXTERIOR SURFACES, WSD OCCUPANCY WALL SWITCH. AT ROOMS WITH LED LIGHTING 4" L I G AND VISION RO 8000 TOUCH SCREEN MODEL TB8220U1003 WHERE POSSIBLE. . INCLUDING TOE KICK. EDGE. BANDING (MATCHING PVC ACCEPTABLE), 1. CONTRACTOR TO VERIFY GAS METER AND TAG METER WITH THE TENANT'S DIMMING CAPABILITY USE' WSX-D DIMMING OCCUPANCY WALL SWITCH. } APPROVED SUBSTITUTE: TOTAL-LINE SIGNATURE COMMERCIAL FIN ENDS, DOORS, AND LIGHT VALENCE ETC. UPPER CABINET- BOTTOMS ADDRESS OR SUITE NUMBER. ` METER IDENTIFICATION NUMBER AND THERMOSTAT MODEL NO. P374-2800 -7 DAY PROGRAMMABLE WITH „PRE-SET PRIVATE OFFICES AND CONFERENCE ROOM SWITCHES TO F�, Portland,OR OPTIONAL HPL FINISH, STANDARD MELAMINE FINISH. OPEN CABINETS TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO VACANCY AND TURN ON AT LAST DIM LEVEL. 50;.224.9560 LOCKOUT FUNCTION AUTO CHANGEOVER ONLY. MOUNT AT ADA HEIGHT OPTIONAL HPL FINISH, STANDARD MELAMINE FINISH. TENANT'S MOVE-IN. (MAY REQUIRE: CHANGING HEIGHT AT "REPLACEMENT" LOCATIONS). 28 30 00 ELECTRONIC DETECTIONAND ALARM Vancouver,WA „ ) N LRM - HVAC - BID 4. TOE KICK PLYWOOD 4 H WITH P-LAM COVER CONTRACTOR SHALL .PROGRAM. THERMOSTATS AND BALANCE SYSTEM. GENERAL 360»695.7879 1. FOR BIDDING PURPOSES, THE HVAC CONTRACTOR WILL ASSUME THAT 5. DOORS AND DRAWER FRONTS PLASTIC LAMINATE OVER 11/16" PARTICLE22. THERMOSTAT. LOCATIONS TO 8E REVIEWED BY ARCHITECT PRIOR TO Seattle,WA / FOR HORN/STROBE DEVICES USE 'SYSTEM SENSOR" SPECTRALERT ADVANCE BOARD WITH MATCHING P-LAM OR PVC EDGES. EXISTING HVAC EQUIPMENT IS IN PROPER WORKING ORDER. INSTALLATION. 206.749,9993 DEVICES, OR APPROVED EQUAL. . INVENTORY EXISTING H.V.A.C. ROOFTOP UNITS N ALL2 i S A D SUBMIT. TO ARCHITECT 23. WAREHOUSE HEAT: 6. MELAMINE (LOW PRESSURE LAMINATE/ LPL) INTERIOR AREAS, DRAWERwww mcknxe.com PARTS, SHELVING ETC. A CONDITIONS ONS REPORT OF EACH UNIT a. GAS FIRED UNIT HEATERS USED IN NON CONDITIONED AREAS SHALL N 7. FLUSH OVERLAY FRAMELESS STYLE CONSTRUCTION. 3. LIST TONNAGE OF' EACH UNIT. COMPLY WITH CURRENT STATE ENERGY CODE REQUIREMENTS. �' MACKENZIE. A - PROVIDE ADJUSTABLE. T-STAT FOR EACH UNIT: V C DESIGN PROCEDUR 8, HINGES BLUM 5M3580 110 DEG. SELF CLOSING CLIP ON (OR EQUAL). DESIGN oRaVEx I OMENS FOCUSED #7 _ ) 9. DRAWER SLIDES - BLUM ' #230M SERIES EXTENSION (OR EQUAL) 75 LBS. 24. EXHAUST FANS.USE EXISTING AND/OR NEW EQUIPMENT TO flESIGN MECHANICAL H.V.A.C. SYSTEMDEISTANDARDS MIN. .FOR STANDARD DRAWERS. ACCURIDE #4032 (OR EQUAL) HD FULL PERDESIGN LISTED BELOW. a. CEILING MOUNTED EXHAUST FANS SHALL HAVE A MINIMUM PRIOR `TO AWARDOF CONTRACT, TO MEET THE CURRENT CODE REQUIREMENTS. EXT 150 LBS. MIN. FOR HD AND FILE DRAWERS. RIO CONSTRUCTION CON RACT, H.V.A.C. CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR REVIEW ANDAPPROVA APPROVAL A FULL INCLUDING INTEGRAL BACKDRAFT DAMPER AND VENTING TO THE 10PULLS - 96 MMC-TO-C WIREPULLS. FINISH TO MATCH DOOR DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH : EXTERIOR. COOK GEMINI SERIES 100 OR EQUAL; 80 CFM WITHA HARDWARE. SONE RATING OF1.6 OR LESS, 100 CFM WITH A SONE RATING OF .9 NEW/RENOVATED WORK AND SYSTEMS UNTOUCHED BY THE TENANT . OR LESS, 200 CFM: WITH A SONE RATING OF 1.6 OR LESS 11.GENERAL CONTRACTOR TO PROVIDE CABINET MAKER WITH SINK IMPROVEMENT AS APPLICABLE. INCLUDE THE FOLLOWING: : TEMPLATE (SPEC SHEETS) FOR EACH SINK. SINK CUTOUT SHALL BE DONE b. SINGLE FIXTURE RESTROOMS, JANITOR'S CLOSETS OR SINGLE SHOWER a DUCTING AND SIZES SHOP WHEN FEASIBLE AND BEFORE BACK SPLASH IS INSTALLED IN ALL ROOMS TO HAVE CEILING MOUNTED EXHAUST AUST FANS, WIRED PER . CASES TO ALLOW CUT OUT TO BE POSITIONED PROPERLY.- ALL RAW b. SUPPLY AND RETURN LOCATIONS AND CFM AT EACH GRILL. OR DIVISION 16 AND SWITCHED WITH THE LIGHTS. AND SPLASH SEALED. DIFUSER EDGES OF CUT OUT BACK S L SH TO BE MINIMIZE MULTIPLE 0 P FRONTOF CUT c. UL IPLE FIXTURE RESTROOMS COMBINATION RESTROOM & SHOWER, COUNTERTOP BUILD UPS AT AND BACK SINK OUT TO ROOF UIP C. EQUIPMENT SIZES AND LOCATIONS AND LOCKER ROOMS TO NAVE ROOFTOP MOUNTED EXHAUST �� .. ACCOMMODATE PLUMBERS SINK CLAMPS CLEARANCE. FAN, D dUNITS REQUIRING DUCTED SMOKE DETECTIONN FACTORY CURSAND BACKDRAFT DAMPER, WIRED PER DIVI51gN 1 6, 12. KITCHEN/BREAK ROOM CABINETS BASE CABINET WITH P- LAM TOP . CONTROLS AS REQUIRED BY DESIGN. COOK AC -D SERIES OR EQUAL. .". F3ACTRUB191 e. THERMOSTAT LOCATIONS AND ZONE NIT ASSOCIATED' THEREWITH . ON PLYWOOD. DECKING AND 4 BACK SPLASH ALL CABINETS TO HAVE /I1 P��„cp I a� �. ;� d. SPECIALTY ROOMS REQUIRING EXHAUST SHALL MEET THE A ,....:. . : . �`.A... �� �.L. . . „ 36" Q E ROVE DOORS AND DRAWERS, U.N.O. UPPERS 12 D X H ATTACH TO 00 S WE .. . ': 26" f. ANY SUPPLEMENTAL EXHAUST.FANS OR SPECIAL SYSTEMS MINIMUM REQUIREMENTS --`INDIVIDUAL- ROOMS WITH AN EXHAUST COUNTERANDCOUNTERTOPS WALL WITH FRENCH CLEAT, DEEP. REQUIREMENT GREATER THAN 250 CFM' SHALL HAVE A ROOFTOP ZONE DIAGRAM g. MICROWAVE SHELF 18"D WITH 3" RADIUS OUTSIDE. CORNERS. P-LAM ATMOUNTED' FAN. TOE/BASE. ALL SHELVES ADJUSTABLE:PROVIDE HOLES AND POSTS (1 AT HVAC DESIGN_ STANDARDS 25. HVACTESTING. BASE, 2 AT UPPERS). THE FOLLOWING ARE MINIMUM DESIGN STANDARDS: a. CONTROL SYSTEMS SHALL BE TESTED. TO ENSURE THAT CONTROL 13. WORK/COPY/STORAGE CABINETS - BASE CABINETS WITH P-LAM TOP 1. 350 SQUARE FOOT PER 70N (UNLESS OTHERWISE APPROVED IN WRITING DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ON PARTICLE BOARD DECKING. SCRIBE COUNTERTOPS TO WALLS. ALL BY PACTRUST) ADJUSTED ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS CABINETS OPEN MELAMINE STANDARD INTERIORS WITH DRAWERS, U.N.O. • AND SPECIFICATIONS. UPPERS AT 15"D X 30"H - ATTACH UPPERS TO WALL WITH FRENCH 2. ADDRESS LOADS BY SPECIFIC LOCATION AND USE, AS WELL AS CRITERIA CLEAT, BASES AT 24"D X 36" H P--LAM AT TOE/BASE. ALL SHELVES PROVIDED TO PACTRUST BY TENANT PRIOR TO CONSTRUCTION: b. , SEQUENCES OF' OPERATION SHALL BE. FUNCTIONALLY TESTED TO ADJ. HOLES AND POST ( 1 AT UPPERS).BASE,1 AT a. EXTERIOR EXPOSURE AREAS ENSURE THEY OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. 14. WORK COUNTER TOPS COUNTER TOPS WITH P-LAM ON PARTICLE b. INTERIOR AREAS, SIZE AND USE A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND BOARD DECKING. SCRIBE COUNTERTOPS TO WALLS. PROVIDE GROMMET c. RESULTS SHALL BE PREPARED AND FILED WITH PACTRUST. Project HOLES ABOVE ALL POWER AND DATA LOCATIONS. PROVIDE STEEL MID c. CONFERENCE / TRAINING ROOMS ORTHOPEDICS NWSPAN SUPPORTS AS NEEDED EQUAL TO WORK STATION BRACKETS AS MFG. d. COMPUTER / SERVER AND TELEPHONE ROOMS TO HAVE PROVISION 26. PROJECT CLOSE OUT DOCUMENTS REQUIRED: BY A & M HARDWARE, INC (888-647-0200). FOR LOW AMBIENT OPERATION AND 24-HOUR USE. VERIFY NEED FOR - TENANT IMPROVEMENTS _ A SEPARATE SPLIT SYSTEM TO MAINTAIN TEMPERATURE. a. AutoCAD FILE SHOWING AS BUILT INFORMATION. 15. RESTROOM LAVATORIES (WHERE APPLICABLE) 24"D P-LAM TOP ON b, ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE. PLYWOOD DECKING WITH 4"H P-LAM BACK SPLASH. 5"H FACE MOUNT AT 3. SYSTEM DESIGN CRITERIA -- SIZE ZONES FOR 3 5 TON UNITS BASED 34" A.F.F. P-LAM WAINSCOT 48"H. SEE PLANS IF REQUIRED. ON USE & EXPOSURE CRITERIA. PACKAGED OR SPLIT SYSTEM EQUIPMENT c. HARD COPY OF AutoCAD FILE ABOVE. GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES. VAV OR T- STATS.CLOSET SHELF - (WHERE APPLICABLE), MELAMINE 18 D WITH CHROME d. OPERATIONS MANUALS FOR ALL EQUIPMENT, INCLUDING T STATS. ) WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3 TONS SHALL BE NG 1 COAT ROD - KV770-1, KV#734 FLANGES AT EACH END AND KV1195 SPLIT INTO MULTIPLE ZONES. e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED. SUPPORTS AT 24� O. C. (OR APPROVED). 15755 SW SEOUOIA P'KW 4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY & RETURN 26 00 00 ELECTRICAL : DESIGN BUILD POR1LAND, OREGON 17. JANITOR - FIBERGLAS REINFORCED PLASTIC (F.R.P.) WAINSCOT 48"H GRILLES. - (SEE PLANS IF REQUIRED). 5. VACANT SPACE SHALL HAVE DEDICATED GAS SERVICE FOR FUTURE GENERAL ' 1 BUILD-OUT OR FREEZEPROTECTION. 1, ALL ELECTRICAL FEEDS TO OUTLETS, SWITCHES, ETC. MUST BE VERTICAL 21 00 00 FIRE SUPPRESSION : DESIGN BUILD DROPS FROM ABOVE. EXCEPT FOR- HORIZONTAL RUNS UNDER WINDOWS :� ...... .. ........ ... .. ......... ,:.:.._,...�: •.� y;� . -71/2-TON _ . . � 1. PROVIDE SPRINKLERS. THROUGHOUT SPACE AS REQUIRED BY CODE.. 6. UNITS,. LENNOX, TRANS, YORK: OR CARRIER MAXIMUM UNIT AND RECEPTACLES ON THE SAME ..STUD. .� ... , XCEILINGAOT SIZE. ANY UNIT IN EXCESS OF 7 1 2 TONS SHALL HAVE SPECIAL SPRINKLER HEADS SHALL BE CENTERED IN 2 2 TILE. LAYOUT U I ELECTRICAL OUTLETS ANDDATA WINDOW . 2. ALL ELE tC L FEEDS TO BELOW SILLS TO `A-3 CONTRACTOR. SPRINKLER LAYOUT IN ALL HARD WRITTEN APPROVAL FROM PACTRUST. ,i� �`, OF SPRINKLERS BY BE ROUTED THROUGH BUILDING SHELL WALLS. DO NOT FEED FROM ,�;.,�,I CEILING AREAS (GYPSUM BOARD PLASTER TO BE REVIEWED AND "" "", BOARD/PLASTER) 7. HVAC UNITS EQUAL TO OR GREATER THAN 5-TONS TO HAVE DUCT SMOKE PERPENDICULAR INTERIOR PARTITIONS. =��' APPROVED BY ARCHITECT PRIOR TO INSTALLATION. w .. z�, DETECTORS AND BE CONNECTED TO A MONITORING STATION WITHIN THE --�-!- 2. IN NEW.CEILING GRID SYSTEMS OVER 144' SF PROVIDE FLEXIBLE HEADS BUILDING. 3. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING _ �, �a, FOR MINIMUM SEISMIC MOVEMENT. NO 'OOPS RINGS ALLOWED". , CORRESPONDING PANEL AND BREAKER. � 8, ROOF TOP UNITS SHALL BE PLACED 24 MINIMUM FROM ROOF EDGE TO `.�. M y 3. PROVIDE TYPEWRITTEN UPDATED .SCHEDULE AT PANEL TO IDENTIFY ,,, .,,�, �. CENTER OF UNIT. MULTIPLE UNITS SHALL BE PLACED SYMMETRICALLY IN ..5 22 00 00 PLUMBING DESIGN / BUILD CIRCUIT BREAKERS... .� :;,�.. A LINE BASED ON LOAD CALCULATIONS BY STRUCTURAL ENGINEER. OP • • GENERAL REQUIREMENTS4. VERIFY ELECTRICAL METER AND TAG METER WITH THE TENANT'S ADDRESS 9. CURBS: 14" HIGH CURBS. ASSEMBLED AND LEVELED TO ROOF, 1. CONTRACTOR TO SUBMIT LAYOUT ON ELEVATIONS AND PLANS PROVIDED - OR SUITE NUMBER. METER IDENTIFICATION NUMBER AND TENANT ANCHORED TO STRUCTURAL MEMBERS BELOW ROOFING. ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO ' , FOR ALL SHUT OFF VALVES, CLEAN OUTS, ACCESS DOORS, AND FLOOR IO INSTALLATION. a. PROFESSIONALLY ROOF IN ALL CURBS AND PENETRATIONS BY TENANT'S MOVE-IN. MACKENZIE 2016 DRAINS TO THE ARCHITECT FOR•APPROVAL. PRIORO ALL RIGHTS RESERVED PACTRUST APPROVED ROOF CONTRACTOR. SEE DIVISION 1 GENERAL MASTER SHUT OFF 5. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN EXIT PATH 2. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL (1) NOTES THIS PAGE. _ THESE ZIE DRAWINGS ARE THE PROPERTY SHOWN ON PLAN EQUAL TO 1 FOOT CANDLE. VALVE FOR EACH SET OF RESTROOMS, LOCATE VALVE BEHIND HANDICAP MACKENZIE AND ARE NOT TO BE USED MEN'S b. UNIT MUST BE LEVEL, SEALED WITH NO AIR LEAKS AND COUNTEROR REPRODUCED IN ANY MANNER, WATER CLOSET IN TOILET ROOM. 6. EXIT LIGHTS: RUUD LIGHTING `PLASTIC LED EXIT SIGN" MODEL EXPBURWH WITHOUT PRIOR WRITTEN PERMISSION FLASHED. RED LETTERS, WHITE HOUSING, WITH BATTERY BACKUP. 3. ALL DOMESTIC WATER PIPING TO BE TYPE L COPPER -NO EXCEPTIONS. C. CONDENSATE MUST BE TRAPPED AT UNIT. ALL EXPOSED PIPING TO BE INSULATED. 7. WHERE NEEDED, CONTRACTOR TO FURNISH AND INSTALL NEW DRY TYPE REVISIONS: TT TOCODE-APPROVEDTRANSFORMERS TO PROVIDE 208V 120V POWER FROM THE 48OV 77V S 4. INSTALL PROTECTIVE BOOT AROUND ALL EXPOSED HOT WATER SUPPLY 10. SEISMICALLYATTACH UNIT CURB IN METHOD. / /2 SYSTEM. SIZE TO BE BIDDER DESIGN. a PIPE AND DRAIN LINES. 11.ALL GAS PIPING SHALL BE STANDARD BLACK STEEL PIPE W/ 745 REVISIONS REVISION DELTA SUPPORTS PER CODE. PIPING SHALL BE RUN INSIDE OF BUILDING W a TRANSFORMERS TO BE ENERGY STAR LABELED. THIS CLOSING DATE 5. WATER HEATER (ELECTRIC) 30 GAL AND LARGER 277V LESS THAN 30 GAL / cc SHEET 120V, PROVIDE HUB DRAIN AT LOCATION FOR BLOW OFF, LEAD FLASHINGS AT ROOF PENETRATIONS. LEAD ROOF JACKS TO BE b. CASE TO BE TOTALLY ENCLOSED WITH LOUVERS TO PREVENT FOREIGN SEALED AND CLAMPED STAINLESS STEEL WORM GEAR}. OBJECTS INTO THE INTERIOR. 1 IN PROGRESS 6. POINT OF DEMAND WATER HEATER - BOSCH POWER STREAM PRO - 12. ALL EXISTING AND NEW GAS PIPING EXPOSED TO THE EXTERIOR TO MODEL RP2P 277V/30A. ADJUST WATER- FLOW SETTING TO PROVIDE A c ENCLOSED AND VENTILATED, -AIR COOLED TYPE, CLASS H INSULATION, HEATING RANGE OF 105 TO 120 DEGREES. CONTACT MESHER SUPPLY FOR BE PROTECTED FROM RUST AND CORROSION WITH OIL BASED PAINT DESIGNED FOR 115 DEGREES C TEMPERATURE RISE ABOVE 40 + + (COLOR GREY). DEGREES C AMBIENT TEMPERATURE AT FULL LOAD CONTINUOUS AVAILABILITY, (503) .236 4148. + + 7. VOLTAGEOPERATION. EQUIP WITH 2-1/2 PERCENT ANFC TAPS AND FOUR DRAINSSHALL. BE INSTALLED IN TOILET ROOMS CONTAINING TWO 13. LOW IN SEALTITE CONDUIT.-FROM BELOW ROOF LINE DIRECT FLOOR2-1/2 PERCENT BNFC TAPS. MAXIMUM SOUND LEVEL SHALL BE + + (2) OR MORE WATER. CLOSETS OR 2 OR MORE WATER. CLOSETS. AND TO UNIT. . DO NOT EXCEED BEND RADIUS OF MANUFACTURER'S GUIDELINE. NEMA STANDARD WITH ISOLATION DAMPERS BETWEEN THE CORE AND FLOOR URINALS IN COMBINATION. THE FLOOR SHALL SLOPE TOWARD THE 14. ECONOMIZER TO MEET CODE AND AS FOLLOWS: COIL ASSEMBLY AND CASE. • DRAIN. a. PROVIDE ECONOMIZERS ON ALL UNITS. 9. FOR FLOOR POWER AND DATA ACCESS IN BUILDINGS WITH ACCESS BELOW + + 8. FLOOR DRAINS TO BE INSTALLED WITH PRIMER VALVE WITH ISOLATION . b. BAROMETRIC RELIEF ON 5 -� 7 1 2 TON UNITS. FLOOR, USE WIREMOL.D RC7 FLUSH POKE-THRU SERIES OR EQUAL. FOR • - VALVE. NO ATMOSPHERIC PRIMERS. DRAINS TO BE PRIMED FROM TOILET j SLAB ON GRADE INSTALLATIONS USE RACO #5511, 2 AT EACH LOCATION , FIXTURES UNLESS OTHERWISE APPROVED BY PACTRUST. PROVIDE A MIN. c. 8 TONS AND ABOVE MUST HAVE POWER EXHAUST. , TO SEPARATE POWER AND DATA WITH 1' CONDUIT FOR POWER AND 2" SHEET TITLE: 12" x 12" ACCESS DOOR. R 4-TONINTAKE 1 1/2 THRU OSA- I TAKE WITH DAMPER. CONDUIT FOR DATA. PROJECT PLUMBING REST ROOM FIXTURES (SINGLE OCCUPANCY) 10. LOW VOLTAGE SYSTEMS (TELECOMMUNICATION AND DATA) BY FUTURE 15. ALL UNITS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE 1. REUSE EXISTING FIXTURES WHERE POSSIBLE REQUIREMENTS. TENANT. SPECIFICATIONS REQUIRED REMOVE/RESET EXISTING TOILETS 16. ALL UNITS IN BE INSTALLED WITH HINGED SERVICE DOORS. 11,LIGHTING ENERGY MANAGEMENT� IS Q UIRED IN ALL BUILDINGS. 1 . OCCUPANCYCONTROL DEVICES SHALL BE ITY. 3. TOILET SEAT: BEMIS 19555SC OR OLSONITE IOSSCT 17.- DROP CANS TO BE SAME SIZE AS CURB OPENING AND TO EXTENDED 2 L ACC�I TO WITHIN 2, OF SUSPENDED CEIILING. MINIMUM 26 GAUGE FOR SUPPLY 13. TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL 4. WALL HUNG LAVATORY 70T0 LT307,4 AIR. SEAL EDGES OF SUPPLY AIR. DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE. CALIBRATED, 5. LAVATORY FAUCET AMERICAN STANDARD, RELIANT 3, 7385.004T OPERATEACCORDANCE 18. DISTRIBUTION DUCTWORK: ADJUS ED AND IN. ACCOR A GE WITH' APPROVED PLANS AND 6. PROVIDE ONE FLOOR DRAIN FOR EACH RESTROOM. SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY a. SPIRAL DUCT PERMITTED ONLY IF EXPOSED. TESTED TO ENSURE THEY OPERATE IN ACCORDANCE WITH APPROVED 7. SEALANT OF PLUMBING FIXTURES: b. 26 GAUGE OR TO SMACNA STANDARDS WHERE DUCT IS CONCEALED PLANS AND SPECIFICATIONS. , RF - a. ALL SEALANT SHALL MATCH GROUT COLOR AT TILE SURFACES. ABOVE A CEILING. 14. REQUIRED IN DIVISION 15, PROVIDE MONITORING OF HVAC EQUIPMENT DRAWN BY: CCC, JAW FOR ARCHITECT - PER CODE. b. SUBMIT SEALANT COLOR. PRIOR TO INSTALLATIONc, _WRAP. CONCEALED SUPPLY DUCTWORK IN NON CONDITIONED AND APPROVAL FOR ALL OTHER APPLICATIONS. SEMI-CONDITIONED SPACE WITH MINIMUM R4.2 INSULATION WITH FSK 15. REMOVE ALL UNUSED DATA AND POWER BOXES AND INFILL WITH GYP CHECKED BY: MRT, AJS PLUMBING - B EAK ROOM FIXTURES BARRIER. BOARD. EXCEPTION UNUSED DATA BOXES UNDER WINDOW SILLS TO + t K 1. REUSE EXISTING FIXTURES WHERE POSSIBLE. d. HANGERS 12 GAUGE WIRE OR 18-GAUGE 1" WIDE STRAP. EXPOSEDREMAIN. ALL BLANK COVER PLATES TO BE BUILDING STANDARD FINISH. SHEET: DUCT MUST HAVE ALL THREAD HANGERS AND FULL DIAMETER STRAP 16. REMOVE ALL UNUSED LOW VOLTAGE WIRING (TELEPHONE AND DATA) 2. BREAK ROOM SINK ELKAY GECR252118" 18" UP TO 0. LARGER..THAN MUST HAVE SADDLE TYPE CLAMP. FROM THE RECEPTACLE TO THE DISTRIBUTION BOARD. LEAVE PULL KITCHEN FAUCET DELTA 100-DST STRINGS FROM THE BOX TO THE SPACE ABOVE THE CEILING. A SECTION 3. e, BRANCH DUCTS SHALL BE PLUMB AND SQUARE (NO OCTOPUS). TEES OF THE EXISITNG LOW VOLTAGE WIRE MAY BE LEFT IN LIEU OF A. PULL . Ti 3 4. INSTANT HOT WATER DISPENSER IN-SINK--ERATOR MODEL #H770- SS SHALL BE MAXIMUM OF' 45 DEGREES.. STRING 5. 1/4" f COPPER WATER LINE. W/SHUT OFF VALVE FOR COFFEE- MAKER AND EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH. REFRIGERATOR, SEPARATE LINES IF REQUIRED. g. ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN, 24" ABOVE JANITOR CLOSETS FINISH CEILING. . 1. REUSE EXITING FIXTURES WHERE POSSIBLE. I i JOB NO. 2 6 . 2160 i.04 R neer) PFPP MT Pale: (11 fit)1167 . 4 6 8 170 ,—Os, -. _ 1111 1111 1111 _ 1111 -. - _ 1111 1111 1111 _ / - - - r rr � � n,- � 1111 _ 1111, rr _ , b � , u 1111 r a _ - r » 1111 1111 1111 - - - 1111 - - - �-{- It 25 —0 25'-0'' 25 —O 20'-0" 25'-0" 25'-0" 25'-0" Architecture a Interiors Planning 2 Engineering Ilk_ � _ _ 1111._. _... ._. .... .�. �: A r- fTi ��. ...11.11 , 1111..—T—, ..11........E '!"s!' ail ITI - - - ... .� Portland, OR 1 � ` I 503.224.9 560 i 1— -1 Vancouver,LL I _ ,.,,_ V ncouve,WA 60 6 -7 7 i i E , 3 . 95 89 C '7 / il t� a { f �, Seattle,WA •� � i 206.749.9993.. to c� I � \4 ._ �r sI `` _ www.mcknze.cam \11.11. I 1 I- _ 1111.,__ Ea. 1111 MACKENZIE a - � - � � � � � b8 ION bR1Y6N t CLIENT FOCUSED 1111. 1111 � � - 1111 - .- - - � 1111 1111 - �. 1111 - � 1111 FO 60 1111 11 11 11 11 _ = rr.nw•ssrs.rsa ` . _ p - - - _ - II II _ _,__ _1111_ _ "� 1111 \ \ / F . 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DEMO PLAN 1 IN PROGRESS 1111. - _ 1111 1111 1111 - - 1111 1111 1111 . 1111 _ 1111 1111 . 1111 111111 . 11 1111 . . A2.1 1/8"=1'—O" GENERAL NOTES KEYNOTES LEGEND A. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED ► I EXISTING WALL TO REMAIN 1, REMOVE SPLIT SYSTEM AND RETAIN FOR CONSTRUCTION PHASE OTHERWISE. WALLTO UNDERSIDE OF GRID, SEE 4 8.1 8, WALL. THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. NEW /A I I C. ALL INTERIOR WALLS TO CO TO UNDERSIDE OF GRID UNLESS. NOTED OTHERWISE. SHEET TITLE: NEW DEMISING WALL. TO STRUCTURE, SEE 5/A8.1 D. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING DEMO PLAN STANDARD UNLESS NOTED OTHERWISE, T EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION E. OUTLETS INDICATED ARE 411 KEY NOTE FOR REFERENCE HAS NOT BEEN PERFORMED AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS TVISIBLE/ACCESSIBLE AREAS).NOT BEEN UPDATED (OBSERVATION IS LIMITED TO ) t��A DOOR NUMBER SYMBOL CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH �--� TENANT. F. ALL DIMENSIONS SHOWN AS PLUS INUS ARE FOR GENERAL LAYOUT AND STANDARD SWITCH REFERENCE ONLY. — N TO LANDLORD. G. SALVAGE ITEMS FOR RE USE WHERE POSSIBLE AND RETUR I= ', = EXISTING CONSTRUCTION TO BE DEMOLISHED H. RETAIN ALL DOORS, DOOR HARDWARE AND RELITES FOR CONSTRUCTION PHASE. I / _ c I I. REMOVE ALL WALL COVERING AND PREP WALLS FOR NEW PAINT. DRAWN BY CGC, JAW J. REMOVE EXISTING FLOORING THROUGHOUT UNLESS OTHERWISE NOTED. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A9.1 FOR FINISHES. • CHECKED BY: MRT, AJS K. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE t ' WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF SHEET: M.E.P. IN THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE F ISSUED. SO THAT THE CLARIFICATION CAN B E L. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. ABANDONED PLUMBING, ELECTRICAL CONDUIT,D. CAP ALL DO , AND OTHER UNDER SLAB a UTILITIES AS REQUIRED. E. RETAIN EXITING FIRE EXTINGUISHERS FOR FUTURE USE. F. F. EXI5TJNG STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING 0 E R WITHOUT WRITTEN APPROVAL OF THE ARCHITECT" DESIGNER. JOB NO. 2160267.04 1111 1111 .: 1111 1111 1111 1111 1111 1111 1111 - 1111 1111 1111 .-. 1111 - _ _ _ 1111 1111 _ t : Pc1) PFPI AI't" RFT: 01/12/17' . . 440 4 410, 6 . 8 - 170-0 e r " " - O " 25'-0,, 25,x_0„ 25'-0" 25 -0 25 a_0 20'-0" 25 -0 2 t t Architecture a interiors 65.1 t 0 Planning ,s Engineering 9 9 01 4 I , A 1^ �� '� �� � �-- 30.16 3026•""""1""''4:03)5111111 Iii 5p CH Cl1LE r DOOR SCHEDULE •� PAX/R '� .. SHOWER I I ® ,sa .» .. �» ff Portland,OR I - I o I I DOOR FRAME ti sT'oR 503.224.9560 OFFICE.I s,�._,.,.«.,..... ELEC. MECH CIRC. I DOORDOORFRAME FRAME HARDWARE tzliI � 4 � DOOR RAM as 12:3 --- 0 41!) , , p� Vancouver A . t� : . X-RAY ® I3� - NO. OPEN,SIZE THK, TYPE MAT. FIN. MAT. FIN, DETAILS GROUP COMMENTS .� ••, :._,:..:... « 229 - n ,_ n 360.695.7879 a..:.:..:.:..:..._..•.��� ..:I: CIRC. y 1 MR#MECH 001A PR 4-0 x8 0 t EXISTING DOOR 1 IL#TY Ii Seattle,WA { IN �}p � - �.- BUSINESS � ® .�- 23B _ _ � - � - j � - © - � ..: - 1 - i N i « � - - - o 1 . 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Ej .‹). ! ii I RR EXAM i 203A PR 3'-0"x81-0"± 1 314 F SC S AWF FF 9168.1 H-13 BREAK -- EXAM EXAM I EXAM 2216 -1 4340 205A 3'-0"x$'-0" 1314" F/HV SG S AWF FF 11168.1 H-5 2 i r ^__ ® its-] I 11:-Iiiiirr i BLDG.LOBBY I 1 NURSES 1 0 t* 0 �� " ---�- .. 0016 2066 3'-0"x$'-0"t - 13/4" F SC S AWF FF 9/68.1 H-1 Project MIP BMipi 1,'-0" f ...... i 1 -- \ 2086 3'-0"x8'-fl"t 1 314" F SC S AWF FF 9168.1 H-6 ORTHOPEDICS NW a --I it t , p {� ..«..... �® ��l - I 209A T-0"x81-0"t 1 3/4" PD SC S AWF FF -- H-14 TENANT IMPROVEMENT1 to 40 02056 CIRC. 0 w•- It". 211A 3'-0"x8'-0"t 1314" F SC S AWF FF 9168.1 H-1 1161 NC:I ENTRY I 0QZ'1 RECEPT#ONECU �i '; 212A 3'-0"x8'-0"t 1 3/4 F SC S AWF FF 9/A8.1 H-1 EXAM �16') .:r-,, ...1... .:.:.:.� t• I- - M X' , t I r I 214A 3.-0"x8'-0"± 1 3/4" F SC S AWF FF 9/A8.1 H-1 I 226 �_ � t � i :MI in WAITING IBUILDING'I 1 N EXAM 0-E-SCH Eli ! ! ----I _ ( .13.10 215A' 3'-0"x8'-0"t 1 314" F SC S AWF FF 9/A8.1 H-1 15755 SW..ac"EOUO A 1- i L 1 1 216A 3'-0"x8'-0"t 1 3/4" F SC S AWF FF 9/A8.1 H-1 , OREGON •1 it *c° 1 jixEmi 113, go pam 0 11sa 217A 3`-0"x8'-0"± 1 3/4 F SC S AWF FF 9/A8.1 H-1 1 1 I1 lip Will 411111 /r.�j�� 0 . + immili r " D - ; S, "M 7rC . • Su F _ ...._ - J 218A 3'-0"x8'-0"t 1 3/4" F SC S AWF FF 9/A8.1 H-1 :,, IJ. �I �Jy T , ,_ n 1 « 3/4" s g 219A 3 fl x8-0 t 1 F SC S AWF FF 9/68.1 H 1 fEf� # '� � 220A 3'-0"x81-0"± 1 3/4" F SC S AWF FF 9/68.1 H 1 ^c ;,,., EXAM EXAM "1 CIRC. f.t?; : .. 1r• 2'-5"± ��s 221A 3'-0"x8'-0"t 1 314" F SC S AWF FF 9/A8.1 H-1 6Fi F� , „ " 2066 r WAITING , ' 2'-'2"± -, 4-6 f 3--O 2036.. U © 2226 • 3'-0"x8'-0"t 1 314" F SC S AWF FF 9168.1 H-1 #.� '.:' }. � -. re 00 224A 3'-0"x8'-0":t 1 3/4" F SC S AWF FF 9/A8.1 H-1 P� 203 r-... 208A 225A 3'-0"x8'-0".t 1 3/4" F SC. S AWF FF 9/A8.1 H-1 *• • % (1;!.;,...., .:p - 1 i 2086 � co' � .4•a-a-i-i,�-a-i-a-a-i-a-a-a .. . ---21r,"---- �' . ��'{ ^ ,^ 405.,;_; - N 4••' a '-6 227A 3'-0"x8'-0"t 1 3/4" F • SC S AWF FF ' 9/A8.1 H-1 . w -If 228A 41-0"x8.-0"± 1 3/4" F SC S AWF FF 9/A8.1 H-1 EXAM o" EXAM �I O --•Y VIE ' -• •FFICE OFFICE th _ 1 1 I UM 3 Ian Ian a e I I DOOR n229A 4'-0"x8'-0"t 1 3/4" F SC S AWF FF 9/A8.1 H-7 HARDWARE RVP Q . MACKEN2IE 2016 o ALL RIGHTS RESERVED 1 ;--,k I 229E 3'-0"x8'-0"t 1 3/4" F SC S AWF FF 9/A8.1 H-6 00 THESE DRAWINGS ARE THE PROPERTY Il 1 , I ( 2316 3'-0"x8'-0"t 1 314" F SC S AWF FF 9/68.1. H-9MACKENZIE AND ARE NOT TO 8E USED ®� roi4 0 OR REPRODUCED NA M I -':, ... ---ti.1.��• �.,_„�,.�, I „ , „ N E #fauCEt] I ANY MANNER, \ \ _ • _ - ,� � ��{ I H-i: PASSAGE LATCHSET F75 GRADE 1 SCHLAGE ALIO5 , 232A 3-0x8-O t EXISTING DOOR 11-10 3 WITHOUT PRIOR WRITTEN PERMISSION BUTTS, STOPS 233A 3`-0"x8'-0"t 13/4" F SC S AWF FF 9/A8.1 H-1 1 , CO 0 Q EQ REVISIONS: H-2: LEVER LOCKSET F76 "C3FS BAY RIDGE 260" 234A 3-o x8.0 t 1 314 F SC S AWF FF 9/68.1 H-6 NQ REVISIONS REVISION DELTACOMMERCIAL INDICATOR LOCK, CLOSER, BUTTS, 236A 3'-0"x81-0"* 1 3/4" PD SC S AWF FF -- H-4 MS CLOSING DATE STOPS, KICK PLATE - t2w SHEET 238A 3'-0"x8'-0"t 1 3/4" F SC S AWF FF 9/A8.1 H-2 t218 1 FLOOR PLAN H-3 LEVER LOCKSET "SIMPLEX MODEL 5067", CLOSER, 240A 3'-0"x8'-0"± 1 3/4" F SC S AWF FF • 9/A8.1 H-6 1 IN PROGRESS BUTTS, STOPS, KICK PLATE F 62.2 1r8„-1 -0„ 241A 3'-0"x8'-0"t 1 3/4" F SC S AWF FF 9/A6.1 H-6 I H-4: POCKET DOOR TRACK KIT, POCKET. DOOR ENTRANCE 242A 3'-0"x8'-0"t 13/4" F SC S AWF FE 9/A8.1 H-6 „ " r LATCH ACCURATE SL9153ADA , EDGE PULL 244A 3'-0"x81-0"± 1 3/4" F SC S AWF FF 9168.1 H-2 r t H-S: PUSH PLATES. BOTH SIDES), CLOSER, DOUBLE 2456 3'-fl"x8'-fl"t 1314" F SG S AWF FF 916$.1 H-1 GENERAL NC)TE KEYNOTES LEGEND { n 1 ACTING PIVOT HINGE, KICK PLATES (BOTH SIDES) 2476 3'-0"x8'-0"± 13/4 F SC _ S AWF FF • 9/A8.1 H-6 1 1 ► i EXISTING WALL TO REMAIN 1_ N n A. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, 1, NOT USED " 301A 3 0x8-0 t EXISTING DOOR - 3 UNLESS NOTED OTHERWISE. 2. INSTALL BUTT GLAZED WINDOW SYSTEM ABOVE RECEPTION H-6 ENTRANCE LEVER LOCKSET F109 SCHLAGE AL53PD , • NOTED OTHERWISE. DESK NEW • WALL TO UNDERSIDE OF GRID, SEE 4/A8,1 BUTTS, STOPS 302A 3'-0"x8'-0"t EXISTING DOOR - 3 1 1 B. WALL THICKNESSES ARE NOMINAL, UNLESS 0 C. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS 3. NEW CASEWORK, DESIGN BY OTHERS NEW DEMISING WALL TO STRUCTURE, SEE 5/A8.1 NOTED OTHERWISE, 4. NEW PLUMBING H-7 ENTRANCE LEVER LOCKSET F109 SCHLAGE ND53PD SHEET TITLE: , ABBREVIATIONS: DOOR SCHEDULE NOTES: FLOOR PLAN AND D. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS 5. NEW SLIDING TRANSACTION WINDOW, DETAILS TO BE BUTTS, STOPS DR SCHEDULE - KEY NOTE FOR REFERENCE AWF ALPHA WIM FRAMES TO MATCH BUILDING STANDARD UNLESS NOTED OTHERWISE. COORDINATED WITH CABINETRY DRAWINGS BY OTHERS / A. ALL DOORS/CLOSURES TO BE CHECKED, N-8 ENTRANCE LEVER LOCKSET F109 SCHLAGE "ND53PD", EXIST EXISTING ADJUSTED, AND/OR REPLACED TO BE IN E. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. 6, RESURFACE EXISTING CASEWORK BUTTS, STOPS, SURFACE CLOSER FF FACTORY FINISH COMPLIANCE WITH ADA SITE VERIFICATION HAS NOT BEEN PERFORMED AND PLAN, 7. EXTEND X-RAY VIEWING TABLE AS SHOWN 100A DOOR NUMBER SYMBOL F FLUSH ELECTRICAL AND CEILING INFORMATION HAS NOT BEEN 8, RE-INSTALL SPLIT AC SYSTEM THIS ROOMB, ALL DOORS, FRAMES AND HARDWARE TO BE NEW UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE • 9. NOT USED H-9 LEVER LOCKSET SCHLAGE "`ND96PD", BUTTS, STOPS /R .,.WITH ADJACENT RECITE C. NEW DOORS TO BE PACIFIC ARCHITECTURAL STANDARD SWITCH /V ...WITH FULL VISION PANEL WOOD PRODUCTS, QRTRD, WALNUT, 60101-LIGHT AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM 10. PROVIDE ELECTRICAL AT ALL NEW WORK LOCATIONS, NURSES H-10 LEVER LOCKSET F86 SCHLAGE "ND96PD", BUTTS, /HV .,.WITH HALF VISION PANEL FINISH W ALPHA ALUMINUM FRAMES AND ADDITIONAL REQUIREMENTS WITH TENANT. STATIONS , EXAM ROOMS, ETC. CONFIRM ALL REQUIREMENTS / STOPS, SEALS, SURFACE CLOSER PD POCKET DOOR BRUSHED CHROME HARDWARE F. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. WITH TENANT, , -, ADA ACTUATOR LOCATION � E . TENANT OR TENANT VENDOR TO CONFIRM BUILT CONDITIONS 11. NEW OR RELOCATED OCAT ED X-RAY VIEWING WINDOWS PROVIDED BY S STAIN 1 , FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS, TENANT, CONTRACTOR TO INSTALL Sc COORDINATE POWER H-11 LEVER LOCKSET F84 SCHLAGE "ND94PD", BUTTS, SC SOLID CORE WOOD DRAWN BY: CGC, JAW G. LOWER VOC PAINT SYSTEMS TO BE UTILIZED, 70 INCLUDE REQUIREMENTS. STOPS, SURFACE CLOSER 12. ALIGN NEW WALL WITH EXISTING PRIMERS AS WELL AS FINISH PRODUCTS. DOOR. SCHEDULE COMMENTS: CHECKED BY: MRT, AJS H. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR 13. NEW DOUBLE DOORS, DISCARD MAGNETIC HOLD OPENERS AND H-12 DOUBLE LEVER LOCKSET INSTALL MOTORIZED ADA DOOR OPENER WITH BUTTON ON LEFT LEAF INACTIVE: SCHLAGE "ND17O" 1. EXISTING STOREFRONT SHEET: I. ALL CABINETRY NOTES, DETAIL, DESIGN AND ELEVATIONS BY EACH SIDE. GENERAL LAYOUT AND REFERENCE ONLY. RIGHT LEAF ACTIVE: P84 SCHLAGE "ND94PD", EXTERIOR ENTRY SLIDING DOOR OTHERS. 14. NEW WALL AT / EXTERIOR MULLION, SEE DETAIL 7 A8.1 MODIFY POWERED OPENER/CLOSER, LCN WALL PLATE 2. DOUBLE ACTION SWING DOOR N REQUIRED ACTUATOR EACH SIDE, BUTTS, STOPS 3. EXTERIOR DOOR 9, ADJUST ALL HVAC ZONES AND ELECTRICAL CIRCUITS EXTERIOR WINDOW COVERS AS W TING MULLION _ LL AND ROOM 15. ALIGN WALL / EXISTING , ACCORDING TO NEW DEMISING WALLS H-13 DOUBLE DOOR PUSH PULL, BOTH SIDES ACTIVE, CONFIGURATIONS 16. NEW TRANSACTION COUNTER AT 34 AFF WITH GLASS DIVIDER PUSH/ PULL, OPENER/CLOSER, AND TWO SLIDING. WINDOW LOCATIONS LCN WALL PLATE A R PER SIDE) TO (ONE 1 FLUSH TURN 1-I-14 CAVILOCK CL QO A2032 LUS W/ I , • - JOB NO. 216026 7"a4 REVISED PERMIT SET: 011/12/171 6 6 6 GENERAL NOTES 6'-6" / A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START 56" MIN CLEAR 8._8..f OF A. WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR Architecture a Interiors / ,.. TO START OF WORK. ® A k B. SEE DETAIL 4/A5.1 FOR ACCESSIBILITY DETAILS, & MOUNTING HEIGHTS. Planning . Engineering O — \ C. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH U.N.O. s • tT 7I l \ D. DO NOT SCALE DRAWINGS TO DETERMINE SIZES ON DIMENSIONS. ��������������� E. WALL THICKNESS ARE NOMINAL U.N.O. Q [X / A N \ \ y 13 A F. PROVIDE SOLID BLOCKING / BACKING FOR ALL TOILET ROOM EQUIPMENT I 0 x +1 (GRAB BARS, COUNTERS, ETC.) w it()III / ® @ ¢ X B a p I of:: / B 0 D G. CLEARANCES TO ACCESSIBLE SANITARY FIXTURES ARE MEASURED FROM THE Partland,OR / w G. FACE OF FINISH OF MATERIALS. 503.224,9560 d 7 A ' icy X " • ® ' "� o ® H. WHERE ITEMS ARE SHOWN IN MULTIPLE PLANS AND/OR ELEVATIONS, Vancouver,WA z I - ' C \ o / C \ IMPROVEMENTS TO BE MADE AS NOTED ON OTHER PLANS. 360.695.7879 �� I I. ALIGN FLOOR, BASE AND WALL TILE JOINTS WHERE MODULATION PERMITS. B D \ Seattle,WA +1 in STRETCH FLOOR JOINTS AS NECESSARY TO MATCH WALL JOINTS. +I a I I O �r \ x \ 2' }0 / in (� I ` II J. CONTRACTOR TO ASSUME FLUSH VALVE TOILETS FOR NEW. VERIFY WATER 206.749.9993 m I C ' X , .--.' I I f 11 LINE SIZE CAN ACCOMMODATE NEW FLUSH VALVE TOILETS PRIOR TO www.mcknze.com in I XR, ♦ - ^\ • I ` I I © to ORDERING. TANK TYPE TOILETS TO BE USED ONLY WITH BLDG. OWNERS 0 \ / _ _ _ 3 -7"t I Q APPROVAL. M AC K E N Z 1 E A \ I--- — —__ — / ® I \ I J OFCION DRIVEN 1 CLIENT FOCUSED � 5'-4"t 1 . _[ _ 0 = KEYNOTES\ I/ ~ B1. 36 GRAB BAR. 111 I 2. 42" GRAB BAR. . I �� O -� I t" .3. 18" VERTICAL GRAB BAR. -I 4. NEW WALL MOUNTED SINK AND FAUCET. \ lin I 5. NOT USED � 4. \ 6. NEW UNFRAMED MIRROR ABOVE SINK. 3'-6" 7. REMOVE EXISTING GYP. BD. TO 48" AFF AND REPLACE W/AQUATOUGH, PAINT TO CI) -Sf- 2 60" MIN CLEAR MATCH. _ t 8. NEW FLOOR MOUNTED ADA TOILET. XXXXXXXI - 7'-2" MIN 9. NEW SURFACE-MOUNTED TOILET PAPER AND SEAT COVER DISPENSER. / cv 10. NEW WALL MOUNTED VANITY LIGHT FIXTURE, L-4, FIXTURE TO MOUNT ON WALL T T 0 I o 0 BEHIND MIRROR o 0 0 11. NEW FLOOR DRAIN. SLOPE FLOOR TOWARD FLOOR DRAIN. FlacsliPR tty, xlsaAaetexs,l ,f ,. ( 1 ) ENLARGED TOILET ROOM PLAN ENLARGED SHOWER ROOM PLAN 3 ENLARGED TOILET ROOM PLAN 2 12. NEW FIBERGLASS ADA SHOWER STALL, CONFIRM ALL OTHER REQUIREMENTS WITH Li Li LANDLORD ,5ROOM 002 1/2"=1'-0" ti \ /�!j ROOM 158/157 3/8"=1'-O" A51 ROOM 153 1/2"=11-0" .-4 13. 5'-O" ADA TURNING RADIUS 14. EXISTING FLOOR DRAIN 15. P-LAM SHELVING 16. TOWEL HOOK, TBD 17. EXISTING NK NOTE: 18. SEE F NISHIPLANS FOR WAINSCOT. ALL ACCESSORIES TO BE ADA, SEE T1.2. FOR PRODUCT INFORMATION. LIGHT FIXTURE \ 39"-41" \ II 0 \ Protect 1,_D„ ORTHOPEDICS NW • Ott „ TENANT IMPROVEMENT 1r2 MIRROR N IIMMEMIMMIIIN m I WALL 'd' w O \ r\ • io ¢ �� ID ill M MOUNTED-s' 1 11 \ < • 0 T 21. BUILDNG 1 o © © ® © M M cv I 15755 SW SEQUOIA PKW ® 11:1111 \ ` .. \ \ "'\ \ \ PORTLAND, OREGON�=— l G \ TYPICAL ACCESSIBLE STALL GRAB BAR SECTION WATER CLOSET ADA URINAL SINK MIRRQ !� �`\ R aila O1 0 © ibl W 7, LIGHTO FIXTURE „ "` _ \ i © Ma / - —�— . — o o — �. _ _ _ _ _ , a QNORTH O WEST O 9UTN O SOAPPAPER TOWEL SAN.NAP. PAPER TOWEL/ RECESSED SEAT COVER TOIL.PAPER/ GRAB BAR , , DISPENSER DISPENSER DISPENSER DISPENSER/ TOWEL DISPENSER SEAT COV.DISPJ - SJ % DISPENSER SAN.NAP. DISPOSAL I- 1 1 © ALM RIGHTSIRESERVED CI >I 5 TOILET ACCESSORIES AND FIXTURES U THESE DRAWINGS ARE THE PROPERTY TOILET ROOM 1 WALL ELEVATIONS Q MACKENZIE AND ARE NOT TO BE USED w 1 OR REPRODUCED IN ANY MANNER, ROOM 002 1/4"=1'-0" d A51 MOUNTING HEIGHTS AND DIMENSIONS 1/4"=1'-0" WITHOUT PRIOR WRITTEN PERMISSION o I- , REVISIONS: z NF REVISIONS REVISION DELTA -I THIS CLOSING DATE ¢o SHEET 1 IN PROGRESS I I . 1 � I mi \ I .i \ e 18) GO CM . i \ \ , , 0 f� �\ F \ ` 0 IIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIII O SHEET TITLE: "/ 1ce \ 1 O Qtip ENLARGED TOILET _ N\ �� ROOM FLOOR PLAN, 4 \ ffr © DETAILS, - N © 1 QELEVATIONS AND w - NOTES CC \ _ _ 1 / - It • \ \ �— acv\ DRAWN BY: CGC, JAW ONORTH O WEST O SOUTH O EAST 0 NORTH 0 WEST O SOUTH 0 AST CHECKED BY: MRT, AdS cv SHEET: s SHOWER ELEVATIONS 7 TOILET ROOM 2 WALL ELEVATIONS Wl A5.1 A51 ROOM 158/157 1/4"=V—onA51 ROOM 153 1/4"="1'-0" w w , , JOB N0. . 2160267.04 P\neon Prpi+AIT Qi': n1/19117 O © © 4 © 6 • 8 170'–O" !MI / / 25'-0" 25'-0" 25'–O" 20'-0" 25'-0" 25'–O" 25'-0" / / / / / / / / Architecture ® Interiors Planning a Engineering am* unit— 1111111 0 11111111611 1 NEN-INC lilt!_II■■ Ila ■■ ®• ♦ ■ ■,�-� „ ,i4:711... ■I _ Portland,OR 1 ■■,♦►1�k►1l♦t- IlUIIl I■CW 1I■�� _ CI 5032249560 ■■ _,� `-�I��'� ♦ I�:■ E3��I■�- • l ■®=■ _� ..K.Pt �'I Vancouver,360.695.7879 •...KKK. 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OminII te r:_,i� ��. �!�■�at h,�� �;r7immm _ r •gym, miglir -.. . . . t ■c AA 111 ♦ Knan IC ® ■_■ • ►t w ■ e__111 ♦ ■wm 1■��� liimmominnmaj ►—•v t' ;:--s. 9 Project ■,�� ■111■°■,..rd � 1■mai A , ►� . y �1 1 ai ■■_■I■■ It -' � .1t■ I T<v ORTHOPEDICS NW IN1 I I \' . TENANT IMPROVEMENT MINE 1 • • • • -_Sa4L illi A`= f♦ °I,i�UI1. 11=t4. 11=11■_►'�■ � 7�1 1 ®I' al Q "' © a ,p' ■�` ■W■ 1 ■ 'I■1.i -' I ®!I rw Nr � ■■ 15755 SW PKW PORTLAND OREGON " 1-Iri allitalillt -' • IlliklinalWw ....w.vilealli 11111111kitinelti La nil it S ' a -4?4!:ev, MY Ur Iial a or.!, , ,,,,,,,, 6T •r; Akiintairs. 4,- i S',. 11A 1.1111411111111K a gum 11 ■M* ■ Il ■■I■■rte • ■ NEN II o ■..�ti= .�.1■ - C: 14NN�IN ►. Mir I1I 3 OF {ti Jill IN 4 IIto ii♦SI♦■ m .�■■ �'�. 1111 E ♦ IF 1111 � © MACKENZIE2016sA ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY MACKENZIE AND ARE NOT TO BE USED • sii • '� imim• ine imon.....m. -- - -- _ OR• WITHOUT PRIOR EWRITTEN PERMISSION TRACK BLOCKING W/ 1 1/2” FLANGES. REVISIONS: SIZE & GAGE TO MATCH METAL STUD 6 CEILING JOISTS. LOCATE IN EVERY :n< REVISIONS REVISION DELTA 1ivd THIS CLOSING DATE 6TH SPACE FOR STUDS ® 16" oc & �P �o � EACH END OF WALL. 11 IIN PROGRESS 0 REFLECTED CEILING PLAN NOTE: CEILING JOIST MAX SPANS A6.2 1/8"=1'-0" 6005137-33 METAL STUD CEILING �! JOIST ® 16" cc MAX SPAN 17'-6" / I I I w/ 2001/50-54 U–CHANNEL AT MIDSPAN I I 362S125-18 METAL STUD CEILING JOIST ® 16" oc MAX SPAN 7-9" I ` ( I 3625137-33 METAL STUD CEILING JOIST 16" oc MAX SPAN 1O'-8" `1 , , fdrefit SHEET TITLE: METAL STUD CEILING JOIST REFLECTED CEILING SEE MAX SPAN NOTE ABOVE -- it PLAN GENERAL NOTES LEGEND AS REQ'D U–CHANNEL A. REPLACE ALL EXISTING CEILING TILES W/NEW CEILING TILES THROUGHOUT lge•-k B. INSTALL NEW / RELOCATED LIGHT FIXTURES AS SHOWN2 X 4 FLUOR. T-8 3 TUBE FIXTURE rSUPPLY DIFFUSER $' a`, ' NEW SUSPENDED CEILING (SEE C. ADJUST SPRINKLERS PER CODE C>.< PARABOLIC LENS ® RETURN DUCT "' PLAN FOR HT.) D. CLEAN / REPLACE ALL HVAC DIFFUSERS AS NEEDED E. RELAMP ALL EXISTING FIXTURES TO REMAIN AS NEEDED p •LITHONIA 26LT2 LED FIXTURE ' EXISTING SUSPENDED CEILING F. TUNE UP EXISTING GRID TO REMAIN TO WITHIN 0.5 INCHES OF LEVEL. BENT OR I 1 OCC – OCCUPANCY SENSOR it EXHAUST FAN 4; 14r #10 SMS AS SHOWN, DAMAGED 7–BAR TO BE REPLACED. ' `'}r,.,r> NEW GYP BOARD CEILING ` DRAWN BY: CGC, JAW ``' RECESSED LED DOWN LIGHT (TYP.) 2SPRINKLER HEAD ; SEE SPECS meX2 Ir v ;° ,na jx PENDANT LED FIXTURE ', 96" GYP BD SEE CHECKED BY: AJS • EXISTING GYP BOARD CEILING REFLECTED CEILING r KEYNOTES EXISTING RECESSED COMPACT B EXIT SIGN (LED RED) „ PLANS FOR HEIGHTS SHEET: AFF FLUORESCENT FIXTURE Mx HORN/STROBE FIRE ALARM 1. ALIGN FACE OF SOFFIT TO CASEWORK BELOW (WALL MOUNT) ) I RESTROOM BAR LIGHT PEERLESS 2 CEILING JOIST FRAMING A6.2 CRW7L 277 0 HORN/STROBE FIRE ALARM A6.2 METAL .STUDS WITH MIDSPAN SUPPORT AND BLOCKING NO SCALE i STANDARD SWITCH (CEILING MOUNT) U CO OCCUPANCY SWITCH O SMOKE DETECTOR 0 CEILING OCCUPANCY SENSOR JOB NO. 2160267.04 r=npr_n carr *..;SIT pry.;: !1i/19 /i7 • FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 BERC 2 -�^— —VA.— ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 8" MAX.MAx CLIP ' Architecture s interiors SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT ` � LIMITING WALL HEIGHT TABLE Planning ® Engineering STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER �� INTERIOR NON STRUCTURAL COMPOSITE WALLS . L/240 © 5psf ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS - STUD BRACING, SEE 4/A8.1 FOR DETAILS WITHIN 8" OF PERIMETER `j � DESIGNATION SPACING MAX. WALL HEIGHT — LATERAL BRACING WITH APPROVED VERTICAL ' REMOVE EXISTING TILES 362S125-18 24" 13'-5" —lc COMPRESSION STRUT AT 12'-0° OC EA WAY 8' J AS REQUIRED 3625125-18 16" 14'-4" COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB ° a Portland,OR tl 3625162-33 16" 16'-5" 503.224.9560 ATTACHED " Vancouver,WA 13625762-43 16 18-0 ' ° WALL" ° 'D, 360.695.7879 OO `4�! 600Si62-33 16" 24'-6" v • ♦ Seattle,WA lii 0 CEfUt•K3K3 EDGE AT WALL NTS �_ �� �� / INT7�lOR NON STRUCTURAL COMPOSITE WALL$ 206.749.9993 NOTE FOR UNATTACHED WALLS PROVIDE A 1/2" WItH CERAMIC TILE FACING L/360 ® 5psf WWW,mcknze.com 0 TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP *4,,4411111s. -- DO NOT SCREW BERC 2 CLIP TO TRACK SAT CEILING 4DESIC�VATION SPACING MAX WALL HEIGHT MACK E N Z i E N TABLE LENGTH3625125-18 16" 12'-4" DEEION DRIVEN 1 CNENT ROCUEEC MAX • • ~"-- CROSS RUNNERS FIT BETWEEN MAIN RUNNERS „ I v� r 3625125-33 16" 14'-3" 1/2" DIA CONDUIT (EMT) 5'-10" 5/8 GYP BD —� A MAIN RUNNERS AT 4'-0" OC B/SOFFIT 3/4" DIA CONDUIT (EMT) T-8" EACH SIDE i 6'-O" MAX SUPPORT WITH #12 WIRE AT 4'-0" OC OR 1" DIA CONDUIT (EMT) g'-9" ,, 7-$ WITH #10 WIRE AT 5'-0" OC EA WAY SGL 162S125-33 MTL STUD 12'-0" _./1__ FASTEN TO WALL LATERALLY BRACE MAIN RUNNER TO (1-5/8"x2OGA) ATTACH STUD TRACK THROUGH GRID NOTE: STRUCTURE AT 12'-0" OC EA WAY. BACK TO BACK 1625125-33 15'-0" a TO BRACE ABOVE WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH • ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS (1-5/8"x2OGA) 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-O" O.C. .MAX. CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 250S125-33 MTL STUD 13'-6" .....„--.0- k APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF (2-1/2"x2OGA) MTL. STUDSEXISTING NON-BEARING WALLoa CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG BACK TO BACK 2505125-33 15'-O" " r 1 ~ STRUCTURE. TRAPEZE DUCT WORK WIRES TO HAVE A 200# CAPACITY. MTL STUDS (2-1/2"x2OGA) z AND OTHER LARGE OBSTRUCTIONS 1 SUSPENDED CEILING BRACING 3 4 Pac•i•f•ic F1•e�IlYssnc�t�4, L R: Z 2 SOFFIT SECTION N s WALL HEIGHT TABLE _ A81 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z A8i1 1/2"=r-01 ¢ A$.1 a THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. a 3 3 4 12'-0" A.F.F. • ATTACH STUD TRACK THROUGH GRID TO v Q METAL DECK AS OCCURS 111111111111116411111111111111 BRACE ABOVE ° v �� GYP BD PARTITION SEE PLAN • sat SUSPENDED CLG SOUND ATTENUATION BATT •Q :" DEFLECTION SPACE �+ . .. AT ALL WALLS, TVP. Project NW ASSEMBLY (DO NOT FASTEN STUDS 8005200-54 METAL STUDS _'Mbar_—" ° OR GYP BD TO RUNNER) ±±± ® 24" O.C. WITH " .� nr� � e■u BLOCKING @ 4 -0 0.C. �- LINE OF SILL AS OCCURS TENANT IMPROVEMENT —vi 1„ MIN. CUT TILE FOR TIGHT METAL STUD BRACING 4; V CONT 18 GA METAL Fe ALUMINUM TRIM PIECE "CEE" FIT AT WALLSIke I TO FLOOR STRUCTURE AT 8'-0" � i; FASTENED TO DECK AT 2'-0 1 I OC L (2) #8 SHEET METAL I I OC STAGGERED ` W/ 1 j RETURNS, FINISH BUN-DING 1 CASING BEAD i�{ TO MATCH WINDOW FRAMES 15755 SW SEQUOIA PKW I SCREWS AT EACH END. STUD SIZING ! PORTLAND OREGON USG 200-A FASTEN RUNNER TO • (ANODIZED BUILDING I PER SPAN TABLE. BRACING TO BE GYP BD �_,4 i AT 2'-0" OC ; SEE 1/A6.1 STANDARD) SOUND ATTENUATION I � PROVIDED WHERE DISTANCE BETWEEN EA SIDE I I �� AT ALL NEW WALLS, TYP. I j a I PERPENDICULAR INTERSECTING WALLS � Al SOUND BATT INSULATION AS OCCURS SAT OR HORIZONTAL BRACING BETWEENi lit pi ' TYP AT DEMISING WALL BOTTOM TRACK TO FINISH tea '- " 1 METAL STUDS SEE WALL HEIGHT GYP BD EACH SIDE III FLOOR WITH POWDER DRIVEN ( U111111 t1l -- NEOPRENE SEAL WALLS EXCEEDS $ 0 OCiiip7 j I I ;� TABLE FOR GAUGE AND SPACING ANCHORS AT 4'-0" OC GYP BD EA SIDE I I METAL STUDS SEE WALL HEIGHT � i 3 1/2" METAL STUDS x FINISH PLAN BASE AS CURS SEE a a I �I I TABLE FOR GAUGE AND SPACING Slid I CONT ACOUSTIC SEALANT PER 1/A1.1 x r I ` I CONT ACOUSTIC SEALANT fl EA SIDE AGAINST TRACK STOREFRONT GLAZING ( � EA SIDE AGAINST TRACK i fruilleasl �I I NO SEALANT AT SIM COND Ii I SYSTEM x is6 `' NO SEALANT AT SIM COND ! CONCRETE SLAB Y � '1/2 MAX I L,,,,� 1 2 MAX _/ mEma �d� �.► . BOTTOM TRACK TO FINISH , BOTTOM TRACK TO FINISH CUT TAPER OFF GYP BD CONCRETE SLAB FLOOR W/ POWDER DRIVEN CONCRETE FLOOR W/ POWDER DRIVEN AT WALLS WHICH RECEIVE j © MACKENZIE 2016 ANCHORS AT 4'-0" OC P FLAT BASE IX J ALL RIGHTS RESERVED 4 NON-BEARING WALL z 5 GYP BD PARTITION at METAL DECK t, 6 PARTIAL HEIGHT WALL a WALL AT EXTERIOR MULLIONTHESE DRAWINGS ARE THE PROPERTY MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, A81 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" 3 A$.1 3"=1'-0" A81 AT FLOOR AND SUSPENDED CEILING 3"=i'-O" A81 3"=1'-O" 3 WITHOUT PRIOR WRITTEN PERMISSION r REVISIONS: Di< REVISIONS REVISIO DADELTATE ta.-411 SOUND ATTENUATION BATT INHI� _����I AS OCCURS 1 IN PROGRESS • Lia • I WALL AS OCCURS GYP BD WALL A5 OCCURS .. SOUND ATTENUATION BATT ... r- SOUND BATT AS OCCURS - — — '�� METAL DOOR FRAME TO ` AS OCCURSGYP BDtlMATCH BUILDING STANDARD GYP BD WALL AS OCCURS 117111111 ' �- `Iii ( ...i, DBL STUD AT JAMB TYP II DOUBLE STUD AT JAMB, TYP 1 • Illr �� cis [ :.ri , ,1 SHEET TITLE: -+T; DOUBLE STUD AT JAMB, TYP DETAILS iii ,Iu. TIMELY HOLLOW MTL KNOCKDOWN LOW-IMPACT LIGHTWEIGHT FRAME; MATCH BLDG STD J— SWING DOOR TIMELY FRAME; W/VISION PANE!��. MATCH BLDG STD i I I DOOR FRAMEM SEE MFGR. It II SIDE LIGHT AS OCCURS lirrai WITH 1/4" TEMPERED GLASSe- �� SIDE LIGHT AS OCCURS DRAWN BY: CGC, JAW . WITH 1/4" TEMP GLASS • ,� i. ` WI I CHECKED BY: MRT, AJS �i cc J SHEET: o 8 TYP INTERIOR RECITE WCDTYP INTERIOR DOOR /10TYP INTERIOR DOOR Z11 DOUBLE ACTION DOOR g „ � „ „ � A8.1 A8.1 HEAD SIMILAR 3"=1'-0" a HEAD SIMILAR 3'=1 -0 0 A8.1 JAMB SIMILAR 3 =1 -0 o A81 HEAD SIMILAR 3"=1'-0" 0 , , • JOB NO.• 2160267.04 nir:vrimnPr:70 T ^rer: 01112117