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Plans E LC2O 17 - 00330 IMI IN oA Architecture■Interiors ORTHOPEDICS NORTHWEST Planning■Engineering <--TO PORTLAND EXITCARMAN 1-59400 T ; s= �s 9 TENANT IMPROVEMENT ECEI\JED — �` Portland,OR jI �r i 9• 503.2245560 I 1 1 f d --1�l ._ rtrm ne PI ".r Fy" j p Vancouver,WA _I OREGON 360.695.7879 I I 1 1 , p.4 6 _. . BUSINESS ,.._ PACIFIC CORPORATE CENTER BUILDING 1MPl g i°'� y i ' � aN �, _ _ PARK II c+. I- GF TIGARQ Seattle.WA 206.749.9993 / .•.,.,,., ICI wwwmcImze.cOm HOME 1 1 I I _ / hT ,—. >: I : 441P,,, . 15755 SW SEQUOIA PKW BUILDING DIV X71 DEPOT —� MACKENZI E E .....)\,, I, ‹.?c.'' jb... k , �. 6-: -'7. " ` . . o PORTLAND, OREGON o..,..o.,�..,�..T.��.. 1 PACIFIC 9 1 j T = jib 5 15�/. OFFICE Copy CORPORATE - ' ' T $e' —Fl ��"` ,-4eIIIPINIIIIII:va:, o �►" {172''` 11. INDEX OF DRAWINGS CENTER _ 1 � � A T1.1 TITLE SHEET .2 PROJECT SPECIFICATIONS =1f 34> - ...�'� "�" �.a• C _ ___ TTI.3 PROJECT SPECIFICATIONS l� , ., 9TAfY.14.7A0o,1U CITY 4F TIGAItD - A2.1 DEMO PLAN OPp al u mi r A2.2 FLOOR PLAN AND DOOR SCHEDULE SEWED FO,.(.1:CDE (QOM.. --�a� ', ^`-- ' X11°°a A5.1 ENLARGED TOILET ROOM FLOOR PLAN, DETAILS, ELEVATIONS, AND NOTES i A roved: ) T A6.1 DEMO REFLECTED CEILING PLAN r� 1 �"�i G�„ [ gealty Aesgc�Epelt,4„P; A6.2 REFLECTED CEILING PLAN OTC: SITE, BUILDING 1 C q8.1 DETAILS [ [ A�SZC',( i ik. I kc (AkSITE MAP Permit#: C I/—0V37, we NTS Address: I 5--?cc r TRUE SCOPE OF WORK suite #: �`c., NORTH THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTSBy: FOR AN APPROXIMATELY 9,425 SQUARE FOOT TENANT ON THE FIRST FLOOR- WORK Date' S J C , f 7 TO INCLUDE NEW WALLS, DOORS, RELITES AND CABINETRY. Project TENANT APPROVAL- OamoPEOK:s NW TENANT IMPROVEMENTE DESIGN/CODE DATA BUILDING INFORMATION . OWNER: BULDWG 1 PACIFIC REALTY ASSOCIATES, LP 15755 SW SEQUOIA PKW 15350 SW SEQUOIA PKWY #300 ��^ -�b�� �� PORTLAND,OREGON PORTLAND, OR 97224 a (503)624-6300 (PHONE) S3-75 S 1 O (503)624-7755 (FAX) ,0 © OO s s O GVERNING CODE: OCCUPANCY: 2014 OSSC B gj c) ) ii 4111,610 , • •,:, . ‘, :, CONSTRUCTION TYPE: TYPE III—B .,„. TENANT EA (APPRO ): 13,160 S.F. FULLY SPRINKLED , ' 4 , _ :.:,,. 4 .0 r -- -_- ' -- � a OCCUPANCY LOAD: 132 L ipt., v.,,, _. .,•,•_, Nil l ' Y ill 2 REQUIRED EXITS, 3 EXITS PROVIDED ALL EXITS ARE EXISTING NY AND HAVE APPROPRIATE EXIT SIGNAGE BUILDING IS FULLY 9 —• i_, O t=—_ , I _ SPRINKLED I © NAq(EN21E 2016 ' . ..._,.„..,... iii, __ Li�____ _ PLUMBING FIXTURECALCULATIONS NACKENZIE AND ARE NOT TO BE USED r— _ OR REPRODUCED IN ANY MANNER, �� ""`"-""- -"" - WITHOUT PRIOR WRITTEN PERMISSION I...,,,• i I,,Me MI FIRST FLOOR AREA: 13,]60 SOFT FIRST FLOOR AREA: ]3,160 SQFT ISWI is sy=;= _ I I I Ii — I —� . WATER CLOSET REQUIREMENTS LAVATORY REQUIREMENTS REVISIONS: ' — ���i I"b B' OCCUPANCY: 1ST FLOOR '5' OCCUPANCY: 1ST FLOOR � ONS REVISION DELTA I-� 1 IIIIIM 1 ! 13,160/100 = 132 OCCUPANTS 13,160/100 = 132 OCCUPANTS co CLOSING DATE I �� I MEN: 132/66 = 66 = 25 + 41 MEN: 132/66 = 65 = 40 + 26 N PROGRESS c .�T� �_ _low —;�. J 1 I O k �� �) I. —— - 25 25 = 1 40/40 = ] NEII 41/50 = .82 26 80 = .52 ' ' ;1.1 —Al.,,1 I '�_` I TOTAL = 2 REQ'D TOTAL = 2 REQ'D 1 I .11_111:07.11H -� 1 : gipi I. M :=131/66 = 66 = 25 + 41 WOMEN: ME :_132/66 = 66 = 40 + 26 L. I _ _ > -_...__ ,_. 25/2540/40 l•A• 41/50 = R 26/80 = .52 , l - p TOTAL = 2 REQ'D TOTAL = 2 REVD _ _ � I- r_-r`.. _1111 I� O 1 !j Iril TOTAL WATER CLOSETS REQUIRED: 4TOTAL LAVATORIES REQUIRED: 4SHEET TITLE- � PROVIDED: 5 UNISEX PROVIDED: 5 UNISEXk TITLE SHEET_:.I • di IN� !--,,1.Y -- v J DEFERRED SUBMITTAL 2014 OSSC SECTION 107.3.4.2 (by separate permit) FIRE SPRINKLER FIRE ALARM 1 1 MECHANICAL DRAWN BY: CCC, JAW Allik 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 NORTH OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT T1. 11 DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL l L JOB NO. 2160267.04 REVISED PERMIT SET: 01/12/17 .216026704+C\TEHP\/,CPVBUSH 21\01-ITI.1.OWG JAW 01/13/17 1247 1:90.00 01 00 00 GENERAL DATA TO BE RETAINED. 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S. GYPSUM, FASTENING HOLES WITH PAINTER'S PUTTY, CAULK ALL CRACKS IN IMI 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, 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 EDGES CONFORMING TO ASTM C-36. d. WOOD - STAIN, SEAL AS REQUIRED, AND VARNISH WITH SATIN LATEST EDITION OF THE OREGON STRUCTURAL SPECIALTY CODE, AND ALL 5.PATCH WITH DURABLE, INVISIBLE SEAMS THAT ELIMINATE EVIDENCE OF VARNISH. OTHER STATE OR LOCAL CODE REQUIREMENTS THAT APPLY. PATCHING AND REFINISHING. 6. WATER RESISTANT GYPSUM BOARD SHALL BE 5/8" THICK WITH TAPERED 3. CEILINGS: 2. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT EDGES. 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 7. AT TOILET ROOMS USE 5/8" USG FIBERROCK BRAND AQUATOUGH INTERIOR a. EXISTING GYP BOARD /PLASTER - SAND. SPACKLE ALL PRIOR TO STARTING THE WORK. REBAR DOWELS AT 24" O.C. MIN. WITH MIN. 6" PENETRATION INTO PANEL FROM FLOOR TO 48' A.F.F. ON WALLS BEHIND OR ADJACENT TO IMPERFECTIONS, SPOT PRIME AND FINISH TO ACHIEVE UNIFORM 3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE EXISTING CONCRETE AND MIN. OF 6" EXPOSURE INTO POUR BACK. CENTER PLUMBING FIXTURES. NO SUBSTITUTES. (EXCEPTION: EXCEPTION AT COVERAGE WITH MILLER'S 6200 OR 4480. INSPECTION OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTAL OF A DOWEL IN SLAB DEPTH. LOCATIONS TO RECIEVE PLASTIC LAMINATE OR TILE WAINSCOT.) b. NEW GYP BOARD /PLASTER - PRIME WITH SUPER SEAL AND Architecture r Interiors PROPOSAL. SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED 7. REMOVE PATCHES THAT ARE VISUALLY UNSATISFACTORY IN THEg. AT TILE WAINSCOT LOCATIONS INSTALL CEMENT BACKER BOARD 1/2" THICK FINISH TO ACHIEVE UNIFORM COVERAGE WITH MILLER'S 6200 OR Planning•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 4480. 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. 4. BY SUBMITTING A PROPOSAL, CONTRACTOR AND ALL SUBCONTRACTORS 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 CERTIFY THAT THEY HAVE EXAMINED THE SITE AND INCLUDED IN THEIR THE CEILING GRID. PLASTIC LAMINATE, ETC. PAINT SPLATTERS, DRIPS, OR ROLLER SPRAY. 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 3. PROVIDE NEW ROOF INSULATION TO MATCH EXISTING AT ABANDONED WALL. CONSTRUCTION EXECUTION MATERIALS, RUBBISH, CANS, AND RAGS AT THE END OF EACH DAY. Vancouver,WA TENANT SPACE AS DIRECTED BY PACTRUST), CLEANING AND ALLMECHANICAL UNITS. 360.695.7879 PREPARATION OF SUBSTRATE SURFACES PRIOR TO INSTALLATION, AS WELL 1. FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING d. UPON COMPLETION OF WORK, CLEAN ANY PAINT SPLATTER 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,WA S. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND REPAIR ROOF SYSTEM. SCRATCH OR DAMAGE FINISHED SURFACES. 206.749.9993 AWS D13 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,1 ALL INTERIOR DOORS/FRAMES ARE NEW. DO NOT FIELD WELD MATERIALS LIGHTER THAN 18 GA. 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 SPECIFICALLY NOTED 2. APPROVED DOOR, FRAME, AND HARDWARE SUPPLIERS INCLUDE: PARTITIONS. ANCHOR TRACKS AS INDICATED IN THE DESIGN 5.10 00 00 SPECIALTIES CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD ops,..o.rve.1 CUSS.•oe.uo OTHERWISE. - s; ; I. 5�. +•=- 1 INSERTS. FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF 10 28 13 REST ROOM ACCESSORIES (SINGLE OCCUPANCY) 7. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET "WALK-OFF4 b. PACIFIC ARCHITECTURAL WOOD PRODUCTS (800) 345-8313 CONCRETE SLABS. 1. REUSE EXISTING ACCESSORIES WHERE POSSIBLE. MATS" TO PROTECT EXISTING CARPETS. c. -., .a ;' •. ".0 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP 8. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. d. GRANT SUPPLY (360) 887-0647 AND BOTTOM TRACKS. POSITION STUDS VERTICALLY IN TRACKS AND 2. PAPER K BTOWEL B-26DISPENSER, SURFACE MOUNTED (ONE PER REST ROOM) PATCH AND REPAIR ROOF AND ROOF MEMBRANE TO MATCH THE EXISTINGSPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT ROOF. 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 BOBRICK 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 4 SURFACE WALL MOUNTED SOAP DISPENSER BOBRICK B-4112 (use with a. ARROW ROOFING, ALFONSO PEREZ (503) 460-2767 4, EXTERIOR DOORS AND FRAMES TO BE HOLLOW METAL FRAMES OF FINISHES. FASTEN STUDS AT TOP AND BOTTOM TRACKS BY WELDING OR wall hung sink) • b. PACIFIC ROOFING, GUY BELT (503) 640-3163 ONE-PIECE WELDED CONSTRUCTION, 14-GA. GALV. SHEET STEEL. DOORS, SCREWING BOTH FLANGES TO THE TRACKS. PROVIDE LONG LEG TRACK AT 5 SURFACE MOUNTED MULTI-ROLL TOILET TISSUE DISPENSER BOBRICK SDI-100, GRADE II, SEAMLESS EDGES, 16 GA. GALV. SHEET STEEL. TOP OF WALL TO ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE B-2888 c. GRIFFITH ROOFING, GREG STONE (503) 643-1596ABOVE. .. .. , . . FABRICATE DOORS AND FRAMES WITH HARDWARE REINFORCING WELDED IN 6. SURFACE MOUNTED TOILET SEAT COVER DISPENSER BOBRICK B-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 ►dTRt S 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' 5. FIELD VERIFY EXISTING DOOR, FRAME AND HARDWARE FINISH PRIOR TO Pa Rb Realty Aesvc :f.;11: FLOORS TO BE SWEPT OR VACUUMED DAILY. BOTTOM EDGE SUPPORTED BY A CONTINUOUS BRIGHT CHROME "J" METAL, ORDERING. ALL NEW DOORS, FRAMES AND HARDWARE TO MATCH EXISTINGS. AT TOILET ROOMS TO RECEIVE SHEET VINYL FLOORING, INSTALL THE 5/16" X OF EXPOSED WITH CONCEALED LEG 11.PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS BUILDING STANDARDS. GYPSUM BOARD (OR AUQATOUGH) WITH 1/4" GAP BETWEEN THE BOARD SCREWEDX3/8"TO THE(HEIGHTL TO CARRY THE FACE)COF CONCMIRREALED INCLUDING BUT NOT LIMITED TO COMMON CORRIDORS AND STAIRS, AND THE FLOOR TO PREVENT WICKING. ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED BUILDING ENTRANCES, SUITE ENTRANCES, ETC. THE CONTRACTOR WILL BE6' 8. GRAB BAR SATIN FINISH BOBRICK 8-6806 SERIES RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING OTHERWISE. 6. COMPLYAWITH USG GYPSUM CONSTRUCTION HANDBOOK AND IMPROVEMENTS DUE TO CONSTRUCTION ACTIVITIES. 7. DOOR HARDWARE SHALL BE SCHLAGE AL SATURN OR 0 RHODES SERIES MANUFACTURER'S RECOMMENDATIONS. 10 28 13 BREAK COUNTER 12. PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS U.N.O. 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 B-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) 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 IS2. FIRE EXTINGUISHER CABINET: JL INDUSTRIES ACADEMY SERIES MODEL # COMMENCED ARCHITECT SHALL APPROVE CONTROL SAMPLE. FINISHED USG FIRST COAT" « SAND CI 027V10. ORTHOPEDICS 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) «30N^ L ���� {ti TENANT IMPROVEMENT 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 S- --1 q ,. TO FRAMING OR CUTTING FOR INSTALLATION. fill 17. LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. 12. DEAD BOLT LOCKS AT NEW EXTERIOR DOORS TO BE INSTALLED WITH 1. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL A SCHLAGE MORTISE DOUBLE CYLINDER 20-013C "C' KEYWAY: SOLID BUILDING CODE. UIMPFUBUILDING 1 18. CLEAN ADJACENT EXTERIOR AREA, I.E. WALKS, EXTERIOR GLASS, ETC. BRASS; WITH ADAMS-RITE CAM AND COMPRESSION RING 1 1/8" LENGTH $ ) -1 ) 1 1 � 15755 SW SEUIJOIA PKW 19. FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK WITH HARDENED CYLINDER GUARD RING KEEDEX K-24. FINISH TO MATCH 2.FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND PORTLAND,OREGON BUILDING STANDARD. INSTALLATION OF CEILING SYSTEM, INCLUDING GRID, PANELS, AND AREAS. HANGARS AND ACCESSORIES. ' 20. REPLACE ALL SUPPLY AND RETURN DIFFUSERS, AT DUST/CLEAN 13. PATCH AND REPAIR ALL HOLES OR DAMAGE TO EXISTING STORE 3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES, INC. PROJECT COMPLETION. FRONT WINDOWS AND DOORS. TOUCH UP FINISH FOR AS NEW LOOK. �C'.. ?,. 4. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK s'' 14. TOUCH UP ALL EXISTING INTERIOR DOORS AND FRAMES FOR AS NEW i3, 21. PROVIDE "AS-BUILT" DRAWINGS OF THE WORK AT THE CONCLUSION LOOK INCLUDING BUT NOT LIMITED TO INSULATION, GYPSUM BOARD, LIGHT '44 ;}.,.` OF CONSTRUCTION. "AS-BUILT" DRAWINGS MAY BE IN THE FORM OF TWO FIXTURES, MECHANICAL SYSTEMS, ELECTRICAL SYSTEMS AND FIRE a WO :' COPIES OF CONSTRUCTION DOCUMENTS MARKED-UP WITH RED PEN. 09 00 00 FINISHES SPRINKLERS04 ` y DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION GENERAL 5. PRODUCTS: AND MAINTENANCE MANUALS SHALL BE PROVIDED FOR ALL MECHANICAL, s. 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) L71,.Zi'L:••''' CONTRACTOR'S FINAL PAYMENT UNTIL "AS-BUILT" DRAWINGS AND 0 & M SPECIFICATIONS. % 8:53 •' MANUALS HAVE BEEN RECEIVED AND APPROVED. 2. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: b. TILES - ARMSTRONG FINE FISSURED ETEC p1732, 24 x 24 x 5/8" >, y7= W/ ANGLED TEGULAR EDGE OF 4>• 22. IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE a. FLOOR COVERINGS, BASE AND TRANSITION STRIPS c. ACCESSORIES - MANUFACTURERS' STANDARD CONTRACTOR PROVIDE A COMPLETE, FUNCTIONING PROJECT INCLUDING ALL b. PLASTIC LAMINATES GENERAL, MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED TO 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 INSTALLED, REGARDLESS OF WHETHER OR NOT SHOWN ON THE DRAWINGS. MACKENZIE 2016 23. ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY d. PAINT LAY FLAT. © ALL RIGHTS RESERVED e. TILE, MARBLE, GRANITE, STONE, GROUT AND SCHLUTER TRIMS 7. AT CEILINGS OVER 144 SF PROVIDE HORIZONTAL RESTRAINT WIRE OR THESE DRAWINGS ARE THE PROPERTY CONTRACTOR ARE NOTED "N.I.C.". RIGID BRACING. MACKENZIE AND ARE NOT TO BE USED ONS T PARTITIONS I 24. "ALIGN" AS USED IN THESE DOCUMENTS, MEANS TO ALIGN THE f. 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 THE OTHER TWO EDGES SHALL BE ATTACHED TO WALL MOLD USING BERC2 , ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. 3. FINISH FLOORING TO EXTEND UNDER ALL NEW CASEWORK. CLIPS ALLOWING THOSE TWO SIDES TO FLOAT. REVISIONS: 25. DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS. DRAWINGS 9. PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT ARE INTERRELATED. 4. PROVIDE A TRANSITION STRIP WHERE EVER TWO DIFFERENT FLOOR CONTIGUOUS CEILING GRID AREAS TO NO MORE THAN 2500 S.F. THE �< MATERIALS MEET reC REVISIONS REVISION DELTA STATIONARY SIDE OF THE JOINT SHALL PERMIT THE INSTALLATION OF A 5 THIS CLOSING DATE 26. SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO 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. so SHEET AT BULLNOSED EDGE) OF TILE (CERAMIC, QUARRY OR PORCELAIN) PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO 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 1 4 NOT CHANGE THE CONTRACTUAL 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.IN 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" O.C. TO VERTICAL EDGES AND 12" O.C. TO TOP 13. BENT OR DAMAGED T-BARS TO BE REPLACED. . i 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 / 1 SHOP DRAWINGS FOR REVIEW 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. 5.ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH09 65 19 RESILIENT FLOORING - SHEET VINYL FLOORING , 1 28. THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY COATS WITH SANDING BETWEEN FINISH COATS. APPLY USG SHEETROCK 1. SEAL THE EDGES OF THE SHEET VINYL FLOORING TO THE CONCRETE 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. 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 SPEC{RCATIONS THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF THE SHEET VINYL. MITER THE CORNERS AND APPLY A BEAD OF SEALANT SYSTEM. COORDINATE INTERFACE WITH EXISTING BUILDING SYSTEMS AND COAT WITH SANDING AFTER FINISH COAT. PAINT AS INDICATED. TO SEAL THE JOINT. WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE CENTERED IN CEILING 7. IN FINISHED SPACES FURR-OUT BUILDING COLUMNS AND EXTERIOR WALLS 09 65 19 RESILIENT FLOORING - VINYL COMPOSITION TILE TILE (OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WITH 5/8" GYPSUM BOARD OVER METAL STUDS. 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_ 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: 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. CHECKED 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 I 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 1. PROVIDE STUDS, TRACKS, BRACING, FASTENING AND OTHER ACCESSORIES STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER'S S/G LATEX STAINLESS STEEL CLAMP AND SEALED WITH VULKEM 921 POLYURETHANEENAMEL. SEALANT. SILICONE SEALANT NOT PERMITTED. NECESSARY FOR COMPLETE INSTALLATION. 2. DOORS AND FRAMES: T1.201 73 29 CUTTING AND PATCHING 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATEDa NEW HOLLOW METAL - PRIME, SAND, AND FINISH WITH TWO COATS WHERE PHYSICAL STRUCTURAL PROPERTIES ARE NOT INDICATED, THEY OF SEMI-GLOSS OIL 1. PERFORM CUTTING AND PATCHING WITH SKILLED CRAFTSMEN EXPERIENCED SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LIVE LOADS. 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 , JOB NO. 2160267.04 REVISED PERMIT SET: 01/12/171 .216026704.C\TEMP ACPUOLISN_BB24\01-IT1.2.DWG JAW 01/13/17 1247 1:1.00 12 00 00 FURNISHINGS 2. JANITOR FLOOR SINK - MUSTEE 63M MOP SERVICE BASIN 24' X 24" X 1019. FLEX DUCT WILL BE NO LONGER THAN 6' FROM RIGID DUCT DOWN TO OFFICE LIGHTING 1. CLEAN / REFURBISH EXISTING BUILDING STANDARD BLINDS AT ALL OR SWAN MS2424 24' X 24'. DIFFUSER. 1. GROUP RE-LAMP EXISTING FLUORESCENT LIGHTS THROUGHOUT U.N.O. EXTERIOR GLASS. 3. JANITOR FLOOR SINK FAUCET - CHICAGO FAUCETS 897 OR AMERICAN 20. DIFFUSERS: 2. RELOCATE EXISTING 18-CELL PARABOLIC LIGHTS OR PROVIDE NEW TO STANDARD 8344.112. ( ) -PERFORATED FACE MATCH EXISTING AS NECESSARY. 2. REPLACE BUILDING STANDARD BUT-BAR NDS AT ALL EXTERIOR GLASS AND a. SUSPENDED CEILING SYSTEM PROVIDE BUILDING STANDARD BLINDS TO MATCH AT NEW EXTERIOR GLASS.4• PROVIDE F.R.P. BEHIND JANITOR SINK AND ONE FOOT BEYOND ON EACH ADJUSTABLE CURVED BLADES -DESIGN TITUS PCS SUPPLY AND TITUS3 LITHONIA LED FIXTURE. 2VTL 40L ADP EZ1 LP835. (OFFICE DAYLIGHT BLINDS SHALL BE PER CURRENT PACTRUST STANDARD (WHITE, VERTICAL, SIDE. PAR RETURN OR APPROVED EQUAL ZONE LIGHTING) MI NON-PERFORATED.) CONTRACTOR SHALL VERIFY THE BUILDING STANDARD PROJECT CLOSE OUT DOCUMENTS REQUIRED: b. GYPSUM BOARD CEILING; SUPPLY - CURVED BLADE W/ OBD DESIGN 4 REST ROOM - WALL MOUNTED LIGHT FIXTURE - PEERLESS CERRA 7 LED, AND CONFIRM WITH THE ARCHITECT BEFORE ORDERING. 1. PROVIDE AS-BUILT INFORMATION TO ARCHITECT AT PROJECT COMPLETION. TITUS 250; RETURN - BAR TYPE - DESIGN TITUS 350; EXHAUST - INCLUDE THE FOLLOWING: METAL OR ALUMINUM - 1/2" x 1/2" EGG CRATE DESIGN TITUS 50F. CRW7L HI 4FT R4 120 EZB LP840 C210 SCEP, 3500K. 12 23 16 CABINET SPECIFICATIONS a. DIMENSIONS (HORIZONTAL AND VERTICAL) OF BUIRED PLUMBING c. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATEDS.RECESSED LED DOWN LIGHT: LITHONIA LDN6 35/10 L05 AR LD 277 TRW Architecture•Interiors 1. ALL CABINETRY TO BE INSTALLED OVER FINISH FLOOR AT ALL RESILIENT LINES INSTALLED OR DISCOVERED BY THIS CONSTRUCTION. IN DUCT AT OR NEAR CLOSEST "Y" BRANCH. 6. OFFICE EGRESS LIGHTING: ISOLITE. MINI GENIE SERIES LED VERSION LMIGN Planning>o Engineering FLOORING LOCATIONS. b. LOCATION OF SHUT OFF VALVES d. REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS NM CEILING AND WALL MOUNT. SEE PLAN FOR EGRESS PATH. USE AT PROJECT COMPLETION, DUST/CLEAN GRILLS PRIOR TO MOVE-IN. OF ISOLITE INVERTER AS ALTERNATE TO BATTERY IS ACCEPTABLE. 2. AWI CUSTOM GRADE STANDARDS FOR CASEWORK AND COUNTER TOPS 23 00 00 HVAC DESIGN / BUILD 7. LIGHT SWITCHES: AT STANDARD FLUORESCENT LIGHTING AND LED U.N.O 21. THERMOSTAT: ALL EXISTING MERCURY TYPE THERMOSTATS TO BE LIGHTING IN STOREROOMS OR RESTROOMS (NON DIMMING), USE ACCUITY 3. HIGH PRESSURE LAMINATE (P-LAM HPL) ALL EXTERIOR SURFACES, GAS METER REPLACED. NEW THERMOSTATS TO BE HONEYWELL COMMERCIAL GRADE WSD OCCUPANCY WALL SWITCH. AT ROOMS WITH LED LIGHTING AND INCLUDING 4" TOE KICK. EDGE BANDING (MATCHING PVC ACCEPTABLE), 1. CONTRACTOR TO VERIFY GAS METER AND TAG METER WITH THE TENANT'S VISIONPRO 8000 TOUCH SCREEN MODEL TB8220U1003 WHERE POSSIBLE. 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 PRE-SET PRIVATE OFFICES AND CONFERENCE ROOM SWITCHES TO Portland,OR OPTIONAL HPL FINISH, STANDARD MELAMINE FINISH. OPEN CABINETS TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO THERMOSTAT MODEL NO. P374-2800 -7 DAY PROGRAMMABLE WITH "VACANCY' AND TURN ON AT LAST DIM LEVEL. 503224.9560 OPTIONAL HPL FINISH, STANDARD MELAMINE FINISH. TENANT'S MOVE-IN. LOCKOUT FUNCTION - AUTO CHANGEOVER ONLY. MOUNT AT ADA HEIGHT (MAY REQUIRE CHANGING HEIGHT AT "REPLACEMENT" LOCATIONS). 28 30 00 ELECTRONIC DETECTION AND ALARM Vancouver,WA 4. TOE KICK PLYWOOD 4"H WITH P-LAM COVER HVAC - BID PROCEDURE CONTRACTOR SHALL PROGRAM THERMOSTATS AND BALANCE SYSTEM. GENERAL 360.695.7879 5. DOORS AND DRAWER FRONTS PLASTIC LAMINATE OVER 11/16" PARTICLE 1. FOR BIDDING PURPOSES, THE HVAC CONTRACTOR WILL ASSUME THAT 22. THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TOFOR HORN/STROBE DEVICES USE SYSTEM SENSOR" SPECTRALERT ADVANCE Seattle,WA BOARD WITH MATCHING P-LAM OR PVC EDGES. EXISTING HVAC EQUIPMENT IS IN PROPER WORKING ORDER. INSTALLATION. DEVICES, OR APPROVED EQUAL. 206.749.9993 6. MELAMINE (LOW PRESSURE LAMINATE/ LPL) ALL INTERIOR AREAS, DRAWER 2. INVENTORY EXISTING H.V.A.C. ROOFTOP UNITS AND SUBMIT TO ARCHITECT 23. WAREHOUSE HEAT: www.mdmze.com PARTS, SHELVING ETC. A CONDITIONS REPORT OF EACH UNIT a. GAS FIRED UNIT HEATERS USED IN NON-CONDITIONED AREAS SHALL 7. FLUSH OVERLAY/FRAMELESS STYLE CONSTRUCTION. 3. LIST TONNAGE OF EACH UNIT. COMPLY WITH CURRENT STATE ENERGY CODE REQUIREMENTS. MACKENZIE. HVAC - DESIGN PROCEDURE PROVIDE ADJUSTABLE T-STAT FOR EACH UNIT. 8.HINGES - BLUM #75M3580, 110 DEC. SELF CLOSING CUP ON (OR EQUAL). 24. EXHAUST FANS: o.. .o.VEN C,..r.�Da.. 9. DRAWER SLIDES - BLUM #230M SERIES EXTENSION (OR EQUAL) 75 LBS. USE EXISTING AND/OR NEW EQUIPMENT TO DESIGN MECHANICAL H.V.A.C. MIN. FOR STANDARD DRAWERS. ACCURIDE #4032 (OR EQUAL) HD/FULL SYSTEM PER DESIGN STANDARDS LISTED BELOW. a. CEILING MOUNTED EXHAUST FANS SHALL HAVE A MINIMUM PERFOEXT 150 LBS. MIN. FOR HO AND FILE DRAWERS. PRIOR TO AWARD OF CONSTRUCTION CONTRACT, H.V.A.C. CONTRACTOR INCLUDING INTEGRAL MEET THE CURRENT CODE REQUIREMENTS SHALL SUBMIT TO ARCHITECT FOR REVIEW AND APPROVAL A FULL INCLUDING BACKDRAFT DAMPER AND VENTING TO THE 10. PULLS - 96 MM C-TO-C WIRE PULLS. FINISH TO MATCH DOOR EXTERIOR. COOK GEMINI SERIES 100 OR EQUAL; 80 CFM WITH A HARDWARE. DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH SONE RATING OF 1.6 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 a. DUCTING AND SIZES b. SINGLE FIXTURE RESTROOMS, JANITOR'S CLOSETS OR SINGLE SHOWER IN SHOP WHEN FEASIBLE AND BEFORE BACK SPLASH IS INSTALLED IN ALL ROOMS TO HAVE CEILING MOUNTED EXHAUST 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. EDGES OF CUT OUT AND BACK SPLASH TO BE SEALED. MINIMIZE DIFUSER c. MULTIPLE FIXTURE RESTROOMS, COMBINATION RESTROOM & SHOWER. COUNTERTOP BUILD UPS AT FRONT AND BACK OF SINK CUT OUT TO c. ROOF EQUIPMENT, SIZES AND LOCATIONS AND LOCKER ROOMS TO HAVE ROOFTOP MOUNTED EXHAUST FAN, ACCOMMODATE PLUMBERS SINK CLAMPS CLEARANCE. FACTORY CURB AND BACKDRAFT DAMPER. WIRED PER DIVISION 16, d. UNITS REQUIRING DUCTED SMOKE DETECTION �'T : 12. KITCHEN/BREAK ROOM CABINETS - BASE CABINET WITH P-LAM TOP CONTROLS AS REQUIRED BY DESIGN. COOK ACE-D SERIES OR EQUAL. ON PLYWOOD DECKING AND 4" BACK SPLASH. ALL CABINETS TO HAVE e. THERMOSTAT LOCATIONS AND ZONE/UNIT ASSOCIATED THEREWITH d. SPECIALTY ROOMS REQUIRING EXHAUST SHALL MEET THE ABOVE pfleelotAear]CObia:P DOORS AND DRAWERS, U.N.O. UPPERS 12" D X 36" H - ATTACH TO f. ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMS MINIMUM REQUIREMENTS - INDIVIDUAL ROOMS WITH AN EXHAUST WALL WITH FRENCH CLEAT, COUNTER AND COUNTERTOPS 26" DEEP. ZONE DIAGRAM REQUIREMENT GREATER THAN 250 CFM, SHALL HAVE A ROOFTOP MICROWAVE SHELF 18"D WITH 3" RADIUS OUTSIDE CORNERS. P-LAM AT g• MOUNTED FAN. TOE/BASE. ALL SHELVES ADJUSTABLE.PROVIDE HOLES AND POSTS (1 AT HVAC DESIGN STANDARDS 25. HVAC TESTING. 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 TOP1. 350 SQUARE FOOT PER TON (UNLESS OTHERWISE APPROVED IN WRITING DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ON PARTICLE BOARD DECKING. SCRIBE COUNTERTOPS TO WALLS. ALL BY PACTRUST). 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 BASE, 1 AT UPPERS). 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 BOARD DECKING. SCRIBE COUNTERTOPS TO WALLS. PROVIDE GROMMET c. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND HOLES ABOVE ALL POWER AND DATA LOCATIONS. PROVIDE STEEL MID C. CONFERENCE / TRAINING ROOMS RESULTS SHALL BE PREPARED AND FILED WITH PACTRUST. Project SPAN 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: 1 ORTHOPEDICS NW BY A & M HARDWARE, INC (888-647-0200). FOR LOW AMBIENT OPERATION AND 24-HOUR USE. VERIFY NEED FOR a. AutoCAD FILE SHOWING AS-BUILT INFORMATION. J��^ J o VISA YL�'f` TENANT IMPROVEMENTS 15. RESTROOM LAVATORIES (WHERE APPLICABLE) - 24"D P-LAM TOP ON A SEPARATE SPLIT SYSTEM TO MAINTAIN TEMPERATURE. b. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE. PLYWOOD DECKING WITH 4"H P-LAM BACK SPLASH. 5"H FACE MOUNT AT3. SYSTEM DESIGN CRITERIA - SIZE ZONES FOR 3 - 5 TON UNITS BASED �9 �� 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. S?'7 S. S ill 16. CLOSET SHELF - (WHERE APPLICABLE), MELAMINE 18"D WITH CHROME GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES. VAV OR d. OPERATIONS MANUALS FOR ALL EQUIPMENT. INCLUDING T-STATS. WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3 TONS SHALL BE L ` BUILDING 1 COAT ROD - KV/770-1, KV#734 FLANGES AT EACH END AND KV1195 SPLIT INTO MULTIPLE ZONES. e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED. s- ) q I ) F 7 V�R ' 15755 SW SE�l1OIA PKW SUPPORTS AT 24 O.C. (OR APPROVED). 4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY & RETURN 26 00 00 ELECTRICAL : DESIGN / BUILD PORTLAND,OREGON 17. JANITOR - FIBERGLAS REINFORCED PLASTIC (F.R.P.) WAINSCOT 48"H GRILLES. (SEE PLANS IF REQUIRED). GENERAL 5. VACANT SPACE SHALL HAVE DEDICATED GAS SERVICE FOR FUTURE 1. ALL ELECTRICAL FEEDS TO OUTLETS, SWITCHES, ETC. MUST BE VERTICAL 21 00 00 FIRE SUPPRESSION : DESIGN / BUILD BUILD-OUT OR FREEZE PROTECTION. DROPS FROM ABOVE EXCEPT FOR HORIZONTAL RUNS UNDER WINDOWS ' 1. PROVIDE SPRINKLERS THROUGHOUT SPACE AS REQUIRED BY CODE. 6. UNITS: LENNOX, TRANE, YORK OR CARRIER -7 1/2-TON MAXIMUM UNIT AND RECEPTACLES ON THE SAME STUD. {{�,,, SPRINKLER HEADS SHALL BE CENTERED IN 2 X 2 CEILING TILE. LAYOUT SIZE. ANY UNIT IN EXCESS OF 7 1/2 TONS SHALL HAVE SPECIAL 2. ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOW SILLS TO `"�J OF SPRINKLERS BY CONTRACTOR. SPRINKLER LAYOUT IN ALL HARD WRITTEN APPROVAL FROM PACTRUST. � CEILING AREAS (GYPSUM BOARD/PLASTER) TO BE REVIEWED AND BE ROUTEDDIC THROUGH INTERIOR BUILDINGARSHELLIONS WALLS. DO NOT FEED FROM *.E�i �' APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 7. HVAC UNITS EQUAL TO OR GREATER THAN 5-TONS TO HAVE DUCT SMOKE PERPENDICULAR PARTITIONS. DETECTORS AND BE CONNECTED TO A MONITORING STATION WITHIN THE 2. IN NEW CEILING GRID SYSTEMS OVER 144 SF PROVIDE FLEXIBLE HEADS BUILDING. 3. PROVIDERESLND NG A EACH ELECTRICALERECEPTACLE IDENTIFYING • ,. CORRESPONDING PANEL AND BREAKER. 1, t AII.11),C,".G.:n t,. FOR MINIMUM SEISMIC MOVEMENT. NO 'OOPS RINGS ALLOWED" 8.ROOF TOP UNITS SHALL BE PLACED 24' MINIMUM FROM ROOF EDGE TO 3. PROVIDE TYPEWRITTEN UPDATED SCHEDULE AT PANEL TO IDENTIFY 56 22 00 00 PLUMBING : DESIGN / BUILD CENTER OF UNIT. MULTIPLE UNITS SHALL BE PLACED SYMMETRICALLY IN CIRCUIT BREAKERS. ay ` A LINE BASED ON LOAD CALCULATIONS BY STRUCTURAL ENGINEER. x OP GENERAL REQUIREMENTS9. CURBS: 14" HIGH CURBS. ASSEMBLED AND LEVELED TO ROOF, 4. VERIFY ELECTRICAL METER AND TAG METER WITH THE TENANT'S ADDRESS 1. CONTRACTOR TO SUBMIT LAYOUT ON ELEVATIONS AND PLANS PROVIDED ANCHORED TO STRUCTURAL MEMBERS BELOW ROOFING. OR SUITE NUMBER.ORMMETER IDENTIFICATION TO NUMBER AND TENANT FOR ALL SHUT OFF VALVES, CLEAN OUTS, ACCESS DOORS, AND FLOOR ADDRESS INFORMATION SHALL BE GIVEN PACTRUST PRIOR TO DRAINS TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. a. PROFESSIONALLY ROOF IN ALL CURBS AND PENETRATIONS BY TENANT'S MOVE-IN. © MACKENZIE 2016 PACTRUST APPROVED ROOF CONTRACTOR. SEE DIVISION 1 GENERAL 5. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN EXIT PATH ALL RIGHTS RESERVED 2.PLUMBING CONTRACTOR TO PROVIDE AND INSTALL (1) MASTER SHUT OFF NOTES THIS PAGE. THESE DRAWINGS ARE THE PROPERTY VALVE FOR EACH SET OF RESTROOMS. LOCATE VALVE BEHIND HANDICAP SHOWN ON PLAN EQUAL TO 1-FOOT CANDLE. MACKENZIE AND ARE NOT TO BE USED WATER CLOSET IN MEN'S TOILET ROOM. b. UNIT MUST BE LEVEL, SEALED WITH NO AIR LEAKS AND COUNTER 6. EXIT LIGHTS: RUUD LIGHTING 'PLASTIC LED EXIT SIGN' MODEL EXPBURWH OR REPRODUCED IN ANY MANNER, FLASHED. RED LETTERS. WHITE HOUSING, WITH BATTERY BACKUP. OR PRIOR WRITTEN PERMISSION 3. ALL DOMESTIC WATER PIPING TO BE TYPE L COPPER -NO EXCEPTIONS. c. CONDENSATE MUST BE TRAPPED AT UNIT. i ALL EXPOSED PIPING TO BE INSULATED. 7. WHERE NEEDED, CONTRACTOR TO FURNISH AND INSTALL NEW DRY TYPE REVISIONS: 4. INSTALL PROTECTIVE BOOT AROUND ALL EXPOSED HOT WATER SUPPLY 10. SEISMICALLY ATTACH UNIT TO CURB IN CODE-APPROVED METHOD. TRANSFORMERS TO PROVIDE 208V/120V POWER FROM THE 480V/277V PIPE AND DRAIN LINES. 11.ALL GAS PIPING SHALL BE STANDARD BLACK STEEL PIPE W/ SYSTEM. SIZE TO BE BIDDER DESIGN. rn� REVISIONS REVISION DELTA 5. WATER HEATER (ELECTRIC) 30 GAL AND LARGER 277V LESS THAN 30 GAL SUPPORTS PER CODE. PIPING SHALL BE RUN INSIDE OF BUILDING W/ a. TRANSFORMERS TO BE ENERGY STAR LABELED. ,0 TSHEET HIS CLOSING DATE 120V. PROVIDE HUB DRAIN AT LOCATION FOR BLOW OFF. LEAD FLASHINGS AT ROOF PENETRATIONS. LEAD ROOF JACKS TO 8E 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 - 4 1 MODEL RP2P 277V/30A. ADJUST WATER FLOW SETTING TO PROVIDE A 12. ALL EXISTING AND NEW GAS PIPING EXPOSED TO THE EXTERIOR TO 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 ' AVAILABILITY, (503) 236-4148. (COLOR GREY). DEGREES C AMBIENT TEMPERATURE AT FULL LOAD CONTINUOUS , , 7. FLOOR DRAINS SHALL BE INSTALLED IN TOILET ROOMS CONTAINING TWO 13. LOW VOLTAGE IN SEALTITE CONDUIT FROM BELOW ROOF LINE DIRECT OPERATION. EQUIP WITH 2-1/2 PERCENT ANFC TAPS AND FOUR (2) OR MORE WATER CLOSETS OR 2 OR MORE WATER CLOSETS AND TO UNIT. DO NOT EXCEED BEND RADIUS OF MANUFACTURER'S GUIDELINE. 2-1/2 PERCENT BNFC TAPS. MAXIMUM SOUND LEVEL SHALL BE NEMA STANDARD WITH ISOLATION DAMPERS BETWEEN THE CORE AND URINALS IN COMBINATION. THE FLOOR SHALL SLOPE TOWARD THE FLOOR 14. ECONOMIZER TO MEET CODE AND AS FOLLOWS: COIL ASSEMBLY AND CASE. 1 DRAIN. a. PROVIDE ECONOMIZERS ON ALL UNITS. ' ' 8. FLOOR DRAINS TO BE INSTALLED WITH PRIMER VALVE WITH ISOLATION 9. FOR FLOOR POWER AND DATA ACCESS IN BUILDINGS WITH ACCESS BELOW VALVE. NO ATMOSPHERIC PRIMERS. DRAINS TO BE PRIMED FROM TOILET b. BAROMETRIC RELIEF ON 5 - 7 1/2 TON UNITS. FLOOR, USE WIREMOLD RC7 FLUSH POKE-THRU SERIES OR EQUAL. FOR FIXTURES UNLESS OTHERWISE APPROVED BY PACTRUST. PROVIDE A MIN. SLAB ON GRADE INSTALLATIONS USE RACO #5511, 2 AT EACH LOCATION , 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. d. 1 1/2 THRU 4-TON OSA INTAKE WITH DAMPER. CONDUIT FOR DATA. PROJECT PLUMBING - REST ROOM FIXTURES (SINGLE OCCUPANCY) 15. ALL UNITS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE 10. LOW VOLTAGE SYSTEMS (TELECOMMUNICATION AND DATA) BY FUTURE SPECIFICATIONS 1. REUSE EXISTING FIXTURES WHERE POSSIBLE REQUIREMENTS. TENANT. 2. REMOVE/RESET EXISTING TOILETS 16. ALL UNITS IN BE INSTALLED WITH HINGED SERVICE DOORS. 11.LIGHTING ENERGY MANAGEMENT IS REQUIRED IN ALL BUILDINGS. 3. TOILET SEAT: BEMIS 1955SSC OR OLSONITE 1OSSCT 17. DROP CANS TO BE SAME SIZE AS CURB OPENING AND TO EXTENDED 12. OCCUPANCY CONTROL DEVICES SHALL BE ACCUITY 4. WALL HUNG LAVATORY TOTO LT307.4 TO WITHIN 2' OF SUSPENDED CEIILING. MINIMUM 26 GAUGE FOR SUPPLY 13. TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL AIR. SEAL EDGES OF SUPPLY AIR. DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, 5. LAVATORY FAUCET - AMERICAN STANDARD, RELIANT 3, 7385.004 18. DISTRIBUTION DUCTWORK: ADJUSTED AND OPERATE IN ACCORDANCE 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. 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 b. SUBMIT SEALANT COLOR PRIOR TO INSTALLATION FOR ARCHITECT c. WRAP CONCEALED SUPPLY DUCTWORK IN NON-CONDITIONED AND PER CODE. APPROVAL FOR ALL OTHER APPLICATIONS. SEMI-CONDITIONED SPACE WITH MINIMUM R4.2 INSULATION WITH FSK15. REMOVE ALL UNUSED DATA AND POWER BOXES AND INFILL WITH GYP CHECKED BY: MRT, AJS PLUMBING - BREAK ROOM FIXTURES BARRIER. BOARD. EXCEPTION - UNUSED DATA BOXES UNDER WINDOW SILLS TO 1. REUSE EXISTING FIXTURES WHERE POSSIBLE. d. HANGERS 12 GAUGE WIRE OR 18-GAUGE 1" WIDE STRAP. EXPOSED REMAIN. ALL BLANK COVER PLATES TO BE BUILDING STANDARD FINISH. SHEET: 2. BREAK ROOM SINK ELKAY GECR2521 DUCT MUST HAVE ALL THREAD HANGERS AND FULL DIAMETER STRAP 16. REMOVE ALL UNUSED LOW VOLTAGE WIRING (TELEPHONE AND DATA) UP TO 18" 0. LARGER THAN 18" MUST HAVE SADDLE TYPE CLAMP. FROM THE RECEPTACLE TO THE DISTRIBUTION BOARD. LEAVE PULL 3. KITCHEN FAUCET DELTA 100-DST e. BRANCH DUCTS SHALL BE PLUMB AND SQUARE (NO OCTOPUS). TEES OFSTR HE EXISITNGINGS THE BOX TO THE ABOVE CEILING. SECTION LOW VOLTA GE MAY LEFT IN LIEU OF A. T1.3 4. INSTANT HOT WATER DISPENSER IN-SINK-ERATOR MODEL #H770-SS SHALL BE MAXIMUM OF 45 DEGREES.• STRING 5. 1/4" COPPER WATER LINE W/SHUT OFF VALVE FOR COFFEE MAKER AND f. 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 EXISTING FIXTURES WHERE POSSIBLE. , , ' JOB NO. 2160267.04 REVISED PERMIT SET: 0112/17 .21602N204.C:\TFNP CPUBU9i_8824\01-/T1.3 DWG MW 01/13/17 12.47 1.1.00 o © © o © 0 4 4 170'-0" / / IIMI 11 25'-0" 25'-0" 25'-0" 20'-0" 25'-O" 25'-O" 25'-O" / / / / 1 / / / I I 1 Architecture.Interiors Planning•Engineering O \ \ —— I , � , ��� r1 �. —� tet• �� n �m ------ well, ---- --- s I I Portland,OR I I 503.224.9560 I- ' Vancouver,WA rr - ! 360.6957879 I F 71 / I I i o i 1 , Seattle,WA I I L11 i � I 206.749.9993 N s. 11 I \ I (---- W W W.nlcknze.co1T1 �---� \, , l _, � - — � MACKENZIE. j———j — L �, \ �II i �I li / f etu.w onrt.t ttfsn rocuato ■ it II 11 F---I- T�� I Oj I 1 III �,i� O • jI /J L_L ---j - I I - - - 1�—�i� 1���1 _ — 1 III I ILL \ 1 IIII 1 III i �� I 41 I IIII � I I ! f IIII L1..1 _ I _ F'�►cTRu -r CV Nil i i c F irIc l it.,r-.s c s.L.P. Ell I / , Li4-- 1 1 I Q��/� i I 1 G , , X. ill kAll o L->iil -`a' ir(( L__/ �� �r --� 1 i i1 I� 1 1 I �� i Pro JeOFfTHOPd -� 1-I r(� i,_ _�I- nn n n T _-. \\ 1_ I TENANT IN�'ROYEMENT� 9 'L - -�L-- I I I 6 N.-- / r-� _ I L LE I I �it\ 1 ,' ///�/flhi r��i r�-� g S I—_ I � I� rT n X11 I I . WOa>;, 3 I 0---nr--ii �__J�� c/9 1i ;i` N L • :. , 10,, . 4,0i1Eali, ,, CI a.--' \ .,v4114. UV': Ql % \\ I ' / L 1 f V I I © ALL RIIGHTS RESERVED I I I THESE DRAWINGS ARE THE PROPERTY I 1 MACKENZIE AND ARE NOT TO BE USED PRODUCED IN ANY MANNER. © - - - I • _' _—MEI 1111111=---- —— 1 OR WITHOUT OR WRITTEN PERMISSION \ \ L_—__ U — U J REVISIONS: W5 REVISIONS REVISION DELTA Ed THIS CLOSING DATE KG'SHEET DE MO PLAN 1 , ,IN PROGRESS O1/8"_1,_0„ 1 1 , I GENERAL NOTES KEYNOTES LEGEND 1 1 A. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED 1. REMOVE SPLIT SYSTEM AND RETAIN FOR CONSTRUCTION PHASE 1 I EXISTING WALL TO REMAIN I ' OTHERWISE. B. WALL THICKNESS ARE NOMINAL UNLESS NOTED OTHERWISE. = NEW WALL TO UNDERSIDE OF GRID, SEE 4/A8.1 , I C. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. NEW DEMISING WALL TO STRUCTURE SEE 5/A8.1 SHEET TITLE: D. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDINGDEMO PLAN STANDARD UNLESS NOTED OTHERWISE. E. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION Oi - KEY NOTE FOR REFERENCE HAS NOT BEEN PERFORMED AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS NOT BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CD DOOR NUMBER SYMBOL CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. F. ALL DIMENSIONS SHOWN AS PLUS/MINUS (d) ARE FOR GENERAL LAYOUT AND $ STANDARD SWITCH REFERENCE ONLY. G. SALVAGE ITEMS FOR RE-USE WHERE POSSIBLE AND RETURN TO LANDLORD. C 9, F= EXISTING CONSTRUCTION TO BE DEMOLISHED H. RETAIN ALL DOORS, DOOR HARDWARE AND RELITES FOR CONSTRUCTION PHASE. I / , I. REMOVE ALL WALL COVERING AND PREP WALLS FOR NEW PAINT. 8- DRAWN BY:MC, 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 SHEET: I WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE ISSUED. L. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY A21OF TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. D. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT AND OTHER UNDER SLAB - UTILITIES AS REQUIRED. E. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. F. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/DESIGNER. JO5 NO. 2160267.04 REVISED PERMIT SET: 01/12/17+ .216026704.C VIEW\ACPVBUSH_6624\01-A21.1:NG JAW 01/12/I7 1247 1:9600 NOTE:ALL PATIENT CARE AREAS TO BE WIRED WITH REDUNDANT GROUND AS PER NEC 517.13 30v, L • �C )�Q tr. I � 53-1$ s Architecture a interiors A5.1 ® ,� 0 _ s ) Q 1 11 - Planning a Engineering I I I -.� O \ I - -- r--1 � -, I �_ yam- - 1 per_- , a Q•�y'�- 40. �.- -"- -. �� I 1 , ��, PAX/R I GWER DOOR SCHEDULE 1 ' - --- OFFICE) STOR ® I .8A CIRC. I DOOR FRAME Portland,OR -- ® co 233 O A ELEC.I MECH DOOR DOOR DOOR FRAME FRAME HARDWARE 503.224.9560 X-RAY 3n ® NO. OPEN.SIZE THK. TYPE MAT. FIN. MAT. FIN. _DETAILS GROUP COMMENTS Vancouver,WA 360.695.7879 t CIRC. .....:_EEO , IUTv MRI MECH 001A PR 4'-0"x8'-0"± EXISTING DOOR 1 o --- BUSINESS ... •"�.".$ ® ®� s7 / ® MRI 002A 3'-0"x8'-0"± 1 3/4' F SC S AWF FF 91A8.1 H-3 206.749.9993Seattle, WA 1 I 2304 "II. 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I I 1 DOOR HARDWARE GROUPS 229A 4'-0"x8'-0"t 1314" F SC S AWF FF 9/A8.1 H-7 © AtLIRIGHT51RE5ERvED l; I M;' I 2298 3'-0"x8'-0"t 1 3/4' F SC S AWF FF 9/A8.1 H-6 H:t�:��; 'r THESE DRAWINGS ARE THE PROPERTY 1 00 1 : 1 1 I 231A 3'-0"x8'-0"± 1 3/4" F SC S AWF FF 9/A8.1 H-9 MACKENZIE AND ARE NOT TO BE USED �_ ©©�. .© "'•'' 0 4 a - --__- I OR REPRODUCED 1N ANY MANNER, © ,, \ i WITHOUT PRIOR WRITTEN PERMISSION _ 1 ---- �J L��i ----J H-i: PASSAGE LATCHSET F75 GRADE 1 SCHLAGE "AL10S", 232A 3'-0"x8'-0"± EXISTING DOOR H-10 3 ® QEQI BUTTS, STOPS 233A 3'-0"x8'-0"t 13/4" F SC S AWF FF 9/A8.1 H-1 REVISIONS: ry 14-2: LEVER LOCKSET F76 "C3FS BAY RIDGE 26D" 234A 3'-0"x8'-0"t 1314" F SC S AWF FF 9/A8.1 H-6 COMMERCIAL INDICATOR LOCK, CLOSER, BUTTS, 236A 3'-0"x8'-0"± 1 3/4" PD SC S AWF FF - H-4REASONS REVISION DELTA STOPS, KICK PLATE Eo 1 CLOSING DATE 238A 3'-0"x8'-0"t 1 314' F SC S AWF FF 9/A8.1 H-2 FLOOR PLAN H-3 LEVER LOCKSET "SIMPLEX MODEL 5067 CLOSER, 240A 3'-0"x8'-0't 1 3!4" F SC S AWF FF 9/A8.1 H 6 1 • 1 IN PROGRESS 09) 1/8"=f'-0" BUTTS, STOPS, KICK PLATE 241A 3'-0"x8'-0"t 13/4" F SC S AWF FF 9/A8.1 H-6 N-4: POCKET DOOR TRACK KIT, POCKET DOOR ENTRANCE 242A 3'-0"x8'-0'± 1 3/4" F SC S AWF FF 9/A8.1 H-6 LATCH ACCURATE "SL9153ADA", EDGE PULL 244A 3'-0"x8'-0"t 1314" F SC S AWF FF 9/A8.1 H-2 1 GENERAL NOTES KEYNOTES LEGEND H-5: PUSH PLATES (BOTH SIDES), CLOSER, DOUBLE 245A 3'-0'x6'-0'± 1 3/4' - F .. SC S AWF FF 9/A8.1 H-1 , ACTING PIVOT HINGE, KICK PLATES (BOTH SIDES) 247A 3'-05(8'-0't 1 3/4' F SC S AWF FF 9/A8.1 H-6 • A. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, 1. NOT USED EXISTING WALL TO REMAIN 301A 3'-O"x8'-O'± EXISTING DOOR -- 3 UNLESS NOTED OTHERWISE. 2. INSTALL BUTT GLAZED WINDOW SYSTEM ABOVE RECEPTION H-6 ENTRANCE LEVER LOCKSET F109 SCHLAGE "AL53PD", NEW WALL TO UNDERSIDE OF GRID, SEE 4/A8.1 BUTTS, STOPS 302A 3'-0"x8'-0"± EXISTING DOOR 3 t B. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. DESK SHEET TITLE: C. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS 3. NEW CASEWORK, DESIGN BY OTHERS lionnommog NEW DEMISING WALL TO STRUCTURE, SEE 5/A8.1 H-7 ENTRANCE LEVER LOCKSET F109 SCHLAGE "ND53PD", FLOOR PLAN AND NOTED OTHERWISE. 4. NEW PLUMBING ABBREVIATIONS: DOOR SCHEDULE NOTES: D. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS 5. NEW SLIDING TRANSACTION WINDOW, DETAILS TO BE BUTTS, STOPS DOOR SCHEDULE TO MATCH BUILDING STANDARD UNLESS NOTED OTHERWISE. COORDINATED WITH CABINETRY DRAWINGS BY OTHERS 411 KEY NOTE FOR REFERENCE AWF ALPHA/WIM FRAMES A. ALL DOORS/CLOSURES TO BE CHECKED, E. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. 6. RESURFACE EXISTING CASEWORK H-8 ENTRANCE LEVER LOCKSET F109 SCHLAGE "ND53PD", EXIST EXISTING ADJUSTED, AND/OR REPLACED TO BE IN SITE VERIFICATION HAS NOT BEEN PERFORMED AND PLAN, 7. EXTEND X-RAY VIEWING TABLE AS SHOWN 4/20 DOOR NUMBER SYMBOL BUTTS, STOPS, SURFACE CLOSER FF FACTORY FINISH COMPLIANCE WITH ADA ELECTRICAL AND CEILING INFORMATION HAS NOT BEEN 8. RE-INSTALL SPLIT AC SYSTEM THIS ROOM F FLUSH B. 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 RELITE C. NEW DOORS TO BE PACIFIC ARCHITECTURAL AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM 10. PROVIDE ELECTRICAL AT ALL NEW WORK LOCATIONS, NURSES $ STANDARD SWITCH /V ...WITH FULL VISION PANEL WOOD PRODUCTS, QRTRD. WALNUT, 60101-LIGHT ADDITIONAL REQUIREMENTS WITH TENANT. STATIONS , EXAM ROOMS, ETC. CONFIRM ALL REQUIREMENTS H-10 LEVER LOCKSET F86 SCHLAGE "ND96PD", BUTTS, /HV ...WITH HALF VISION PANEL FINISH W/ ALPHA ALUMINUM FRAMES AND F. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. WITH TENANT. g ADA ACTUATOR LOCATION STOPS, SEALS, SURFACE CLOSER PD POCKET DOOR BRUSHED CHROME HARDWARE TENANT OR TENANT VENDOR TO CONFIRM BUILT CONDITIONS 11. NEW OR RELOCATED X-RAY VIEWING WINDOWS PROVIDED BY S STAIN FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. TENANT, CONTRACTOR TO INSTALL & 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, TO INCLUDE REQUIREMENTS. STOPS, SURFACE CLOSER PRIMERS AS WELL AS FINISH PRODUCTS. 12. ALIGN NEW WALL WITH EXISTING 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 , GENERAL LAYOUT AND REFERENCE ONLY. INSTALL MOTORIZED ADA DOOR OPENER WITH BUTTON ON LEFT LEAF INACTIVE: SCHLAGE "ND170" 1. EXISTING STOREFRONT SHEET: I. ALL CABINETRY NOTES, DETAIL, DESIGN AND ELEVATIONS BY EACH SIDE. RIGHT LEAF ACTIVE: F84 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 9. ADJUST ALL HVAC ZONES AND ELECTRICAL CIRCUITS EXTERIOR WINDOW COVERS AS REQUIRED ACTUATOR EACH SIDE, BUTTS, STOPS 3. EXTERIOR DOOR ACCORDING TO NEW DEMISING WALLS AND ROOM 15. ALIGN WALL W/ EXISTING MULLION /\22 CONFIGURATIONS 16. NEW TRANSACTION COUNTER AT 34" AFF WITH GLASS DIVIDER H-13 DOUBLE DOOR PUSH/PULL, BOTH SIDES ACTIVE, AND TWO SLIDING WINDOW LOCATIONS POWERED OPENER/CLOSER, LCN WALL PLATE ACTUATOR (ONE PER SIDE) H-14 CAVILOCK CL100 A2032 FLUSH TURN W/ JOB NO. 2160267.04 REVISED PERMIT SET: 01/12/17 .216026704.C\TE4P\ACPUBLISH1882"\01-A2.2.0WG JAW 01/13/17 12:47 1:06.00 ,c3,\„ G . .30\0-laS-6' 1 53713 s /4 4 s-- 11 ) ) -) wi ! . Q 0 Q GENERAL NOTES IMI Ili 6'-6" / A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START 56" MIN CLEAR / / 8'-8"± OF A. WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. Architecture ii Interiors ® 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. O i D. DO NOT SCALE DRAWINGS TO DETERMINE SIZES ON DIMENSIONS. 11-1 I ������ �� �� / \ \ 13 E. WALL THICKNESS ARE NOMINAL U.N.O. 1 �X / A ✓/ A F. PROVIDE SOLID BLOCKING / BACKING FOR ALL TOILET ROOM EQUIPMENT Q o 5 x / (GRAB BARS, COUNTERS, ETC.) X I \ 0[ ,r / B D G. CLEARANCES TO ACCESSIBLE SANITARY FIXTURES ARE MEASURED FROM THE Portland,OR cc 14(5) ® Li/ B D h G.w G. FACE OF FINISH OF MATERIALS. 503.224.9560 Lu _ AAF \ !`' o H. WHERE ITEMS ARE SHOWN IN MULTIPLE PLANS AND/OR ELEVATIONS, Vancouver,WA 0 `� o / C \ IMPROVEMENTS TO BE MADE AS NOTED ON OTHER PLANS. 360.695.7879 ? I. ALIGNFLOOR, BASEANDWALLTILEJOINTSWHEREMODULATION PERMITS.B D `r - X i7X�CXXXi �� Seattle.WAII O �C STRETCH FLOOR JOINTS AS NECESSARY TO MATCH WALL JOINTS. \ I 206.749.9993 o I �� X \ c3C �/ 2't0" /x -n - - - - I J. CONTRACTOR TO ASSUME FLUSH VALVE TOILETS FOR NEW. VERIFY WATER I x I , 2 I LINE SIZE CAN ACCOMMODATE NEW FLUSH VALVE TOILETS PRIOR TO www.mcknze.com X '-\ \ / ORDERING. TANK TYPE TOILETS TO BE USED ONLY WITH BLDG. OWNERS c \ xs 3 �� _ _I W APPROVAL. MACKENZIE. _ ' I I DISr.M DRIV!.I Cll.R7 POCUSIDra.i �\ / cp-x)00:_xx'x-x-x75u 5.-4"± I� _ ,� n KEYNOTES f / O I 1. 36" GRAB BAR. I/ v iD 2. 42" GRAB BAR. 3. 18" VERTICAL GRAB BAR. I SII J 0 I 4. NEW WALL MOUNTED SINK AND FAUCET. L `�jt�J -,-.J 5. NOT USED • I�, - - - J 4 \� \ 6. NEW UNFRAMED MIRROR ABOVE SINK. 3'-6" 7. REMOVE EXISTING GYP. BD. TO 48" AFT AND REPLACE W/AQUATOUGH, PAINT TO Iii �- 10 2 60" MIN CLEAR MATCH. 8. NEW FLOOR MOUNTED ADA TOILET. (XXXXXX}(� - 7-2" MIN 9. NEW SURFACE-MOUNTED TOILET PAPER AND SEAT COVER DISPENSER. I �.__ 10. NEW WALL MOUNTED VANITY LIGHT FIXTURE, L-4, FIXTURE TO MOUNT ON WALLk. . m , o M BEHIND MIRROR - 0 0 11. NEW FLOOR DRAIN. SLOPE FLOOR TOWARD FLOOR DRAIN. 1 +¢.fits Aes°cam l;1;_ 1 ENLARGED TOILET ROOM PLAN w 2 ENLARGED SHOWER ROOM PLAN fr 3 ENLARGED TOILET ROOM PLAN 2 12. NEW FIBERGLASS ADA SHOVER STALL, CONFIRM ALL OTHER REQUIREMENTS WITH ORD A5.1 ROOM 002 1/2"=1'-0" o A51 ROOM 158/157 3/8"=1'-O" A51 ROOM 153 1/2"=1 -0 0 13. 5'NOL ADA TURNING RADIUS 14. EXISTING FLOOR DRAIN 15. P-LAM SHELVING 16. TOWEL HOOK, TBD 17. EXISTING SINK NOTE: 18. SEE FINISH PLANS FOR WAINSCOT. ALL ACCESSORIES TO BE ADA, SEE T1.2. FOR PRODUCT INFORMATION. LIGHT FIXTURE I \ 39"-41" 0 117 1.41 Project HOPEDICS NW 1'-0" 1Y/2" MIRROR TENANT MPRO MENTE 111111111111111111111111=1111 _ 01 P WALL O I O�s� x �: \ al ih 0 MOUNTED _10111-.1 Q\ -r, m;� BULDNG1 • :. 0% 11111D.....1:111 ": 18 \ inn o "� v / - N 15755 SW SEQUOIA PKW °i \ \ \ \ PORTLAND,OREGON _ l___ -- TYPICAL ACCESSIBLE STALL GRAB BAR SECTION WATER CLOSET ADA URINAL SINK ' O © �� Q , MIRROR O1 --7-7, - - LIGHT FIXTURE „"-a-' z?;.. \ it o e________&__.7_, '*' 7'�:' a .o o Z s� s... , :. . ..::;'t NI 2 °NORTH WEST °SOUTH ()EAST a 1` ' �'� � 6,3 'i' SOAP PAPER TOWEL SAN.NAP. PAPER TOWED RECESSED SEAT COVER TOIL.PAPER! GRAB BAR ��aa '` DISPENSER DISPENSER DISPENSER DISPENSER/ TOWEL DISPENSER SEAT COV.DISPJ O°~ (.1.'w DISPENSER SAN.NAP. DISPOSAL Li J © ALL RIGHTSIRESERVED O 5 TOILET ACCESSORIES AND FIXTURES 0 THESE DRAWINGS ARE THE PROPERTY CI. 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'-O"-1.1 OR PRIOR WRITTEN PERMISSION I- , 1 REVISIONS: f33,‹ REVISIONS REVISION DELTA E_, THIS CLOSING DATE „ SHEET 1 4 IN PROGRESS , , 0 1 ;It1/4_\:::)\ y inn ® \\ O y O 4_0 c, _ \ © 7 © SHEET TITLE: I \ 0 Q © ENLARGED TOILET o y1 Ir,�, ROOM FLOOR PLAN, / 7 © Q - DETAILS, 7.-c4:: © _ Q _, 1 Q ELEVATIONS AND cr AI i!riJJ° / I NOTES \ N\ \ , DRAWN BY: CGC, JAW O NORTH O WFST O SOUTH °EAST °NORTH OWFST °SOUTH ()FAST CHECKED BY: MRT, AJS csi SHEET: wtio s SHOWER ELEVATIONS 7 TOILET ROOM 2 WALL ELEVATIONSA51 ROOM 158/157 1/4 =1-O" A51ROOM 153 1/4"=1'-0" wA5.1 W JOB NO. 2160267.04 REVISED PERMIT SET: 01/12/171 .21002670.G\TE10'\ACFUBUSH_0824\01-A3.1 060 JAW 01/13/17 1247 1:96.00 o • 0 • 0 0 41fr 0 770'-O" / / 25'-0" 25'-0" 25'-0" 20'-0" 25'-0" 25'-0" 25'-0" IMI Eri / / / / / / / / Architecture•Interiors Planning•Engineering \ — - mwml a■II■u11■�■■■■■■19 111111111111111111111111111111111111111111111111111111111 .:,., a i. 1 111111 I■■II■ MII • •1111.- ■■I■11th■`■■ ;MI■ ■■■�/ � i + �-. �,� �j ( oma. 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WITHOUT PRIOR WRITTEN PERMISSION I I REVISIONS: �F REYISIDNS REVISION DELTA -i THIS CLOSING DATE 'AI SHEHZ 1 DEMO REFLECTED CEILING PLAN 1 , IN PROGRESS A6.1 I/8"-1'—o" I 1 , 1 SHEET TITLE: DEMO REFLECTED GENERAL NOTES LEGEND CEIUNO PLAN A. DEMO CEILING IMPROVEMENTS AS SHOWN B. RETAIN ALL FIXTURES FOR CONSTRUCTION PHASE IF IN PROPER WORKING ORDER 2 X 4 FLUOR. T-8 3 TUBE FIXTURE LSUPPLY DIFFUSER I I I I EXISTING SUSPENDED CEILING AND CLEAN PARABOLIC LENS t rt rt TO BE REMOVED A. RETURN DUCT -r--t-I---t 0 RECESSED COMPACT FLUORESCENT FIXTURE ® EXHAUST FAN - EXISTING SUSPENDED CEILING I 1 RESTROOM BAR LIGHT 2xz SPRINKLER HEAD DRAWN BY: CGC, JAW 1 1 PEERLESS CRWI-2 54TSHO SPR 277 T • EXISTING GYP BOARD CEILING ((( CHECKED BY: MRT, MS, , 9 EXIT SIGN (LED RED) SHEET: $ STANDARD SWITCH tici HORN/STROBE FIRE ALARM ® OCCUPANCY SWITCH (WALL MOUNT) O CEILING OCCUPANCY SENSOR 0 HORN/STROBE FIRE ALARM A6.1 = -4- EXISTING FIXTURES TO BE REMOVED (CEILING MOUNT) o SMOKE DETECTOR I JOB NO. 2160267.04 1 REVISED PERMIT SET: 01/12/17 •21&0787D4.c\TapµcwmiS:-8824\I-M.1-DISC Jew 01/13/17 12147 a■6.00 o © © o © 0 0 0 170'-0" / / MI M 25'-0" 25'-0" 25'-0" 20'-0" 25'-0" 25'-0" 25'-0" / / / / / / / >� Architecture®Interiors ' Planning m Engineering 'i■i i■TIM—Ili 1 mono 11■� ■ 9 mil ■ ■ ■■ �♦ e ii�, � ■■■ • B ■I MEM VIII 0 • 4 __ ■�■ I_♦ ♦ + :: ■ ■ ■ Portland,OR = •�. tItII 1111211111 101,1, ■i■II■w.1 �■■h1 A r,mvolm•L■1 --:--t!•:•:-.A.• I!••! JGr- G . �C) t11., . Si9Ill /. s-- --(42 5 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 BERC 2 8" MAX �� �— ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 CLIP �� LIMITING WALL HEIGHT TABLE Architecture a Interiors SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT MI 111 STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER II W7EfilOR NON STIiTtJRAL COATS WALLS L/240 ® 5psfPlanning W Engineering ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERSRj��3STUD BRACING, SEE 4/A8.1 FOR DETAILSDESIGNAT�OIV SPAGNQ MAX wA!_!_�! {T WITHIN 8" OF PERIMETER �'!'LATERAL BRACING WITH APPROVED VERTICAL REMOVE EXISTING TILES3625125-1824" 13'-5" COMPRESSION STRUT AT 12'-0" OC EA WAY "� _.4,._ /8 AS REQUIRED 362S125-18 16" 14'-4" COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB 'a Portland,OR B a 362S162-33 16" 16'-5" 503224.9560 j "ATTACHED ,.� 3625162-43 16" 18'-0" Vancouver,WA • WALL" ° 360.695.7879 A00 `4 . 500S162-33 16" 24'-6" 06.749.9993 OCELIiO FACIE AT WALL NTS _ :i�� ��_ _ Seattle,WA.., O A 6 l — WITH CERAMIC TLESIRt)FACING 311E WALLSwww.mCknze.Com L/360 ® 5psfNOTE: FOR UNATTACHED WALLS PROVIDE A 1/2"TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 4111" \ -- DO NOT SCREW BERC 2 CLIP TO TRACK SAT CEILING _,, DESIGNATION SPACING MAX'WALL.HEK�HT 362S125-18 16" 12'-4" MAC K E N Z I E" 0ni.e PIIM 1 cine.FOC..wFOC..TABLE MAX. LENGTHn \_�CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 1/2" DIA CONDUIT (EMT) 5'-10" 5/8" GYP BD ------ ! 362S125-33 16" 14'-3" MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 WIRE AT 4'-O" OC OR 3/4" DIA CONDUIT (EMT) 7'-8" EACH SIDE :, ` ."• A - ;:. 8/S�gT 6'-O" MAX 1" DIA CONDUIT (EMT) 9'-9" WITH #10 WIRE AT 5'-0" OC EA WAY ■— SGL 162S125-33 MTL STUD 12'-0" 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" 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 2505125-33 MTL STUD 13'-6" MTL. STUDS� EXISTING NON-BEARING WALL m APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF (2-1/2"x2OGA) ti CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG BACK TO BACK 250S125-33 15'-0" ♦ ►G " ` STRUCTURE. TRAPEZE DUCT WORK �' i— ^�!'�U WIRES TO HAVE A 200# CAPACITY. MTL STUDS (2-1/2"x2OGA) z AND OTHER LARGE OBSTRUCTIONS 3 L. U Pacific Peak,/AssocateEt:'LF: 1 SUSPENDED CEILING BRACING Li 2 SOFFIT SECTION N WALL HEIGHT TABLE Li A8.1 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS 2 A8.1 1 1/2"=1'-0" a IA8.1 THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. 3 ■ 3 • 12'-O" A.F.F. ATTACH STUD TRACK THROUGH GRID TO v 4 METAL DECK AS OCCURS BRACE ABOVE ° v GYP BD PARTITION SEE PLAN SUSPENDED CLG 1111141 " DEFLECTION SPACE A7SOUND ALL WALLS,ATYPN BATT 1 Pro tASSEMBLY41141L. I- (DO NOT FASTEN STUDS 8005200-54 METAL STUDS • .- ORITIOPEDICS NW OR GYP BD TO RUNNER) ® 24" O.C. WITH�'�``_� v nrt.���*tI BLOCKING ® 4'-0" O.C. ' } . I. UNE OF SILL AS OCCURS TENANT IMPROVEMENT MIN. METAL STUD BRACING CONT 18 GA METAL CUT TILE FOR TIGHT ALUMINUM TRIM PIECE "CEE" FASTENED TO DECK AT 2'-0"FIT AT WALLS TO FLOOR STRUCTURE AT 8'-0" lemOC STAGGEREDW/ 1 " RETURNS, FINISH BIAI_DI1G 1 OC W/ (2) #8 SHEET METAL CASING BEAD Ii TO MATCH WINDOW FRAMES 15755 SS'W SQUOIA PKW USG 200—A SCREWS AT EACH END. STUD SIZING FASTEN RUNNER TO (ANODIZED BUILDING .QREGAN PER SPAN TABLE. BRACING TO 8E GYP BD AT 2'-0" OC {SOUND ATTENUATION PROVIDED WHERE DISTANCE BETWEEN EA SIDE III TSEE 1/A6.1 A7 ALL NEW WALLS, TYP. ORPERPENDICULAR HORIZONTAL 8RACINGCTING BETWEENLS �Pr' SOUND BATT INSULATION AS OCCURS SAT BOTTOM TRACK TO FINISH I— • tp z�" TYP AT DEMISING WALL A NEOPRENE SEAL �� I 1I: 1; cy.~ Irwin WALLS EXCEEDS 8'-0" OC !�11 , METAL STUDS SEE WALL HEIGHT GYP BD EACH SIDE FLOOR WITH POWDER DRIVEN Fti- ! ` TABLE FOR GAUGE AND SPACING —�—��� ANCHORS AT 4'-O" OC GYP BD EA SIDE 1 METAL STUDS SEE WALL HEIGHT , I 3 1/2" METAL STUDS BASE AS OCCURS; SEE �\ TABLE FOR GAUGE AND SPACING , CONT ACOUSTIC SEALANT PER 1/A1.1x l �. • FINISH PLAN 0..,.:;-.. -17 CONT ACOUSTIC SEALANT ` EA SIDE AGAINST TRACK ■ ■` al- STOREFRONT GLAZING EA SIDE AGAINST TRACK NO SEALANT AT SIM CONDs SYSTEM xa. 4'iu5 6. I I NO SEALANT AT SIM COND ! v , 1/2" MAX CONCRETE SLAB OF G. / ■- (:.,, 1 2" MAX 4 »,� .r.« BOTTOM TRACK TO FINISH 1 BOTTOM TRACK TO FINISH I CUT TAPER OFF GYP BD CONCRETE SLAB FLOOR W/ POWDER DRIVEN CONCRETE FLOOR W/ POWDER DRIVEN '= AT WALLS WHICH RECEIVE U j MACKENZIE 2016 ANCHORS AT 4'-O" OC 3 a FLAT BASE I- _ © ALL RIGHTS RESERVED 4 NON-BEARING WALL z s GYP BD PARTITION at METAL DECK 6 PARTIAL HEIGHT WALL a WALL AT EXTERIOR MULLION MACKENZEAAND ARE NOT TORBEEUSED 1 OR REPRODUCED IN ANY MANNER, AT FLOOR AND SUSPENDED CEILING 3"=1'-0" Jr 3"=1'-O" AT FLOOR AND SUSPENDED CEILING 3"=1"-O" 3".1'_p" 1 WITHOUT PRIOR WRITTEN PERMISSION A8.1 A8.1 A8.1 A81 3 , REVISIONS: 0i THISS CLOSINGN DATE DELTA IISOUND ATTENUATION BATT• AS OCCURS 1 IN PROGRESS iphl 41 WALL AS OCCURS GYP BD WALL AS OCCURS SOUND ATTENUATION BATT ' SOUND BATT AS OCCURS - — — METAL DOOR FRAME TO '. . AS OCCURS .� Iii GYP BO I MATCH BUILDING STANDARD - — — GYP BD WALL AS OCCURS I I `r i DBL STUD AT JAMB TYP I��� DOUBLE STUD AT JAMB, TYP I. , SHEET TITLE: ��•-- DOUBLE STUD AT JAMB, TYP DETAILS ■���� TIMELY HOLLOW MTL KNOCKDOWN LOW-IMPACT LIGHTWEIGHT FRAME; MATCH BLDG STD _____,./t..____ DOUBLE ACTION SWING DOOR TIMELY FRAME; W/VISION PANEL MATCH BLDG STD DOOR FRAMEM SEE MFGR. / i , Vi _ I fs� I =e/ SIDE LIGHT AS OCCURS , , j WITH 1/4" TEMPERED GLASS SIDE LIGHT AS OCCURS f DRAWN BY: CGC, JAW 'Irani �, ♦ ,�I � WITH 1/4" TEMP GLASS - Ill_Il CHECKED BY: MRT, AJS cc I SHEET: ix 8 TYP INTERIOR RELITE 9 TYP INTERIOR DOOR 10 TYP INTERIOR DOOR CO a r DOUBLE ACTION DOOR " A8.1 A8.1 HEAD SIMILAR 3"=1'-0" w A81 HEAD SIMILAR 3"=1'-0 0 A8.1 JAMB SIMILAR 3"=1'-O" 0 A81 HEAD SIMILAR 3"=_1 0 0 Ix o 0 JOB N0. 60267.04 REVISED PERMIT SET: 0112/171 .216028704.C:\TEMP ACP11OL1918024\01-88.1.0148 .18W 01/13/17 1248 1:1.00