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Plans (11)
UP201 r - 00115 frl ,1,, A5,4,1 Architecture � Interiors s� ORTHOPEDICS Pianning Engineering �--TO PORTLAND CARMAN DR. I-5 84 �� RECE WED _._..� 1 Portland,OR T & B e ! �, F9�� TENANT IMPROVEMENTMAY 1 1 2 O l 7 503224.9560 • ff 8 :-lam — �� l 9� Vancouver,WA OREGON CITY OFT CARD 36O695.�879 # �, BUIIJDINGI�I�iS4N Seattle,WA 8 f} M eruru� o a ff {2aa6J BS . PACIFIC CORPORATE CENTER BUILDING 1 206.749.9993 a 1 a 1 iiiiill 23814 - :/- 4, , '11.712,31)----' �� PARK II t11 7��,�1���«,I�r,��f www.mcknze.com HOME 9 0 o 11-11 (235) -, ., 1011°1 ( � 1 7 zaa ` '1$ Izax t' 15755 SW SEQUOIA PKW DEPOT — ,, 1- 1 . OFFICE COPY, MACKENZIE. [[ J,. r, s='�-5 '�-� � - , DRSION DRIYHN t CLIENT POCusED 4.. _1r.�fs(111:i. — ____ s `v {r�?a "� � �" „• r CITY � + i , r -____ r PORTLAND ��{y,-.--:-,H„ i te $ � OREGON OJ. TIGARD v..411 ' Lit REVIEWED FOR CODE COMPLIANCE 'lilaaa 7 - I 1E 1 _ I _a. r . woo �a � �,,�� , } { Approved: / ]PACIFIC - 1 [ - .moi, �s t cl y \+� v, {233)j ' 7 I-- 3 {228) -.- ��� �'. , {��2��, OTC: fGDRPORATE - —r ?,t = :_ , : INDEX OF DRAWINGS��.,- ,7_ c2 z} _ . r?...i 4 ,,,-� t rc-rpt:#: !-I, 2--celCENTER _ _ { _ T 111),.. �2A T1• .1 TITLE SHEET Address: J SSS S `� ---- LI,!$23, 4).-1. 1 - -+'1<. • = 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, GENERAL REQUIREMENTS 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, _ 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 d, WOOD - STAIN, SEAL AS REQUIRED, AND VARNISH WITH SATIN ---- _,,,, ----t -4- LATEST EDITION C)F THE OREGON STRUCTURAL SPECIALTY CODE, AND ALL EDGES CONFORMING TO ASTM C-36. VARNISH. - '''' _-- .------ -74 . 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 AT 6. AT CONCRETE SLAB REPAIRS (POUR BACKS), PROVIDE #3 x 12" LONG EDGES CONFORMING TO ASTM C-630. • • a. EXISTING GYP BOARD / PLASTER - SAND, SPACKLE ALL = 4 THE EXISTING BUILDING AND NOTIFY ARCHITECT OF ANY DISCREPANCIES 7. AT TOILET ROOMS USE 5/8" USG FIBERROCK BRAND AQUATOUGH INTERIOR REBAR DOWELS AT 24" 0.C. MIN. WITH MIN. 6" PENETRATION INTO IMPERFECTIONS, SPOT PRIME AND FINISH TO ACHIEVE UNIFORM - f 1 PRIOR TO STARTING THE WORK. PANEL FROM FLOOR TO 48" A.F.F. ON WALLS BEHIND OR ADJACENT TO 3 CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE EXISTING CONCRETE AND MINDO . OF 6" EXPOSURE INTO POUR BACK CENTER COVERAGE WITH MILLER'S 6200 OR 4480. PLUMBING FIXTURES. NO SUBSTITUTES. (EXCEPT/ON: EXCEPTION AT WEL IN SLAB DEPTH. ' INSPECTION OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTAL OF A LOCATIONS TO RECIEVE PLASTIC LAMINATE OR TILE WAINSCOT.) b. NEW Cr? BOARD / PLASTER - PRIME WITH SUPER SEAL AND Architecture 0 Interiors 7. REMOVE PATCHES THAT ARE VISUALLY UNSAT/SFACTORY IN THEFINISH 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 st Engineering CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE, AND NO ARCHITECT'S OPINION AND REPLACE AT NO ADDITIONAL COST. 4480. FURTHER COMPENSATION SHALL BE DUE THE CONTRACTOR FOR CLAIMS 07 00 00 THERMAL (34 MOISTURE PROTECT/ON VilETMHENSI9UBAORAE1iDIRSITrAPTE8i/ESDMCNurl-AILEDGES. PROVIDE OUROCK BRAND 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 iek PROPOSAL, CONTRACTOR AND ALE. 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 5032249560 EXCESS MATERIALS (USEABLE FINISH MATERIALS SHALL BE LEFT IN THE 3. PROVIDE NEW ROOF INSULATION TO MATCH EXISTING AT ABANDDNED MATERIALS, RUBBISH, CANS, AND RAGS AT THE END OF EACH DAY. Vancouver,WA WALL CONS7'RUCTION EXECUTION TENANT SPACE AS DIRECTED BY PACTRUST), CLEANING AND ALL MECHANICAL UNITS 360.695.7879 d. UPON COMPLETION OF WORK, CLEAN ANY PAINT SPLATTER BY USING PREPARATION OF SU13STRATE 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,WA REPAIR ROOF SYSTEM. SCRATCH OR DAMAGE FINISHED SURFACES. ' 206.749.9993 5. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND 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 IND/CATED 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. z PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PAINTED FINISHES - 2. APPROVED DOOR, FRAME, AND HARDWARE SUPPLIERS INCLUDE PARTITIONS. ANCHOR TRACKS AS INDICATED IN THE DESIGN P1ACKENZIE. 6 FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIF/CALLY NOTED 5. 10 00 00 SPECIALTIES . OTHERWISE. ,_,. ,,. , ; , • F . . , 5,,_ 5 . . ,;..., CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD DESIGN°RIM' I CLIENT FOCUSED INSERTS. ' 1 7. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET "WALK-OFF FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF 10 28 13 REST ROOM ACCESSORIES (SINGLE OCCUPANCY) b. PACIFIC ARCHITECTURAL WOOD PRODUCTS (800) 345-8313 CONCRETE SLABS. ' . MATS TO PROTECT EXIST/NG CARPETS1. REUSE EXISTING AccEssoRIEs WHERE POSSIBLE c - if00 3 CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WE . 4 • -* '-' ' •• - - BS OF TOP 8. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. * • AND BOTTOM TRACKS POSITION 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. 3. DOOR AND RELITE FRAMES SHALL BE WESTERN INTEGRATED MATERIALS LEAST TWO FULL HEIGHT RING 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 pEARIV(I)TRTYALFIlasQHUI1g3TFOTd/OCROLTO% ORDERING MATERIAL NEW FRAMES TO BE ISSE;Sfitkv7Y,C2,-4)NkviaNTPAOINIITIINODNIE6ATTE8 r8i)IviPtatEViORPIVirIDEExTTERFIria.E R 4. SURFACE WALL MOUNTED SOAP DISPENSER BOBRICK 8-4112 (use with . a. ARROW ROOFING, AL.FONSO PEREZ (503) 460-2767 . FINISHES FASTEN 'STUDS AT TOP AND BOTTOM TRACKS BY WELDING OR wall hung sink) . b. PACIFIC ROOFING, GUY BELT (503) 640-3163 4. fATEE-RIIPERCI)QW°ERLgEDNiCONRSIIMREJCTT8N1,3i4H°Gik.MGVANL115.TtilEE;Rtisfa.°F DOORS, SCREWING BOTH FLANGES TO THE TRACKS. PROVIDE LONG LEG TRACK AT 5. SURFACE MOUNTED MULTI-ROLL TOILET TISSUE DISPENSER BOBRICK ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE TOP OP WALL TO A _ B 2888 GRIFFITH ROOFING, GREG STONE (503) 643-1596 c. SDI-100, GRADE II, SEAMLESS EDGES, 16 GA. GALV. SHEET STEEL FABRICATE DOORS AND FRAMES WITH HARDWARE REINFORCING WELDED IN FiCI. 6 SURFACE MOUNTED . -•. • . TOILET SEAT COVER DISPENSER 130BRICK 6-4221 . PACI-Ftuir 10. KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A PLACE 4. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ' 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' :..14.s,... - ,..., 5. FIELD VERIFY EXISTING DOOR FRAME AND HARDWARE FINISH F'RIOR TO BOTTOM EDGE si/PPORTED BY A CONTINUOtiS BRIGHT CHROME "J" 1‘,IETAL : . '4"F'.. Rif ef495.0antegi.g.A. FLOORS TO BE SVVEPT 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) W/TH 1/4" GAP BETWEEN THE BOARD 5/16" X 3/8" (HEIGHT OF EXPOSED FACE) MTH CONCEALED LEG _ INCLUDING BUT NOT LIMITED TO COMMON CORRIDORS AND STAIRS, ,-6 ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD tINLES AND THE FLOOR TO PREVENT WICKING. S NOTED SCREWED TO THE WALL TO CARRY THE WEIGHT OF MIRROR. BUILDING ENTRANCES, SUITE ENTRANCES, ETC. THE CONTRACTOR WILL Bt.- OTHERWISE. 6. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND 8. GRAB BAR SATIN FINISH BOBRICK B-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 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 a 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 B-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 DOUBLE 10. DOOR FINISH SUBMITTAL CONTRACTOR TO PROVIDE SHOP DRAWINGS 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 nmEa NEW DOORS ARE BEING PROVIDED). BEFORE FINISHING OF DOORS IS • 2. FIRE EXTINGUISHER CABINET: JL INDUSTRIES ACADEMY SERIES MODEL # 15. LLD IMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS FOititTFE.Ps ARCHITECT TT OSHRAELJLECATTMW oZVc1-TIF-PELc?1Y7ks itrjiEETE IS L/SG 'FIRST COAT" * SAND 01027V10. AFTER TAPE / FINISH COAT (S) ORTHOPEDICS NW TE IMPROVEMENTc 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. OFSTRUCTURAL, MECHANICAL ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. 11.ALL INTERIOR GLAZING SHALL BE TEMPERED. 09 53 00 SUSPENDED ACOUSTICAL CEILING . 17. LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. 12•A SCID-IITGEBM)LoTRTLI•EEKg0ITLPECWYLEI>NCIDERI°2R0 71°3RCS t(C)' KEENNT1A. 105DWITH 1. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL .1 BUILDING CODE. 18. CLEAN ADJACENT EXTERIOR AREA, LE. WALKS, EXTERIOR GLASS, ETC. BRASS; WITH ADAMS-RITE CAM AND COMPRESSION RING 1 1/8" LENGTH 15755 SW SEQUOIA 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 DEL/VERY AND poRTLArsa oREGoN INSTALLATION OF CEILING SYSTEM, INCLUDING GRID, PANELS, AND •AREAS BUILDING STANDARD. HANGARS AND ACCESSORIES f 20. REPLACE ALL SUPPLY PROJECT COMPLETIONAND RETURN DIFFUSERS, DUST/CLEAN AT 13. PATCH AND RFRONT WINDOWS ANDEPAIRDOORS.ALL HOLUCHES OR DAMAGE FOR TO EXISTINGW STORELOOK1,31 i 3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES, INC. . TOUP FINISH AS NE . 4 ' 414:jk% 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 INCLUDING BUT NOT LIMITED TO INSULATION, GYPSUM BOARD, LIGHT - „44;," ' • '''''..-,.`.,,,_ LOOK. OF CONSTRUCTION. "AS-BUILT" DRAWINGS MAY BE IN THE FORM OF TWO FIXTURES, MECHANICAL SYSTEMS ELECTRICAL SYSTEMS AND FIRE '1/4iviitat,i s ,,,,- • -J'3*.:1 COPIES OF CONSTRUCTION DOCUMENTS MARKED-UP WITH RED PEN. 09 00 00 FINISHES SPRINKLERS ' A r '4" '. DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION GE ERA!.. 5. PRODUCTS: - AND MAINTENANCE MANUALS SHALL BE PROVIDED FOR ALL MECHANICAL, . t ELECTRICAL AND PLUMBING EQUIPMENT. PACTRUST MAY HOLD 1. CLEAN, SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS 0. GRID - PRELUDE 24 XL 15/169 EXPOSED TEE (HEAVY DUTY) .n. '• - .1..At.:0,,A1C.:::,71f. CONTRACTOR'S FINAL PAYMENT UNTIL "AS-BUILT" DRAWINGS AND 0 ck M SPECIFICATIONS b. TILES - ARMSTRONG FINE FISSURED ETEM #1732, 24 x 24 x 5/8" . MANUALS HAVE BEEN RECEIVED AND APPROVED. 2. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: W/ ANGLED TEGULAR EDGE OF %,12'.2‘''." 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 ALL c. ACCESSORIES - MANUFACTURERSSTANDARD 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) T/LE EDGE TO CREATE TEGULAR EDGE CONDITION SO THAT CEILING TILES I INSTALLED, REGARDLESS OF W1-1ETHER OR NOT SHOWN ON THE DRAWINGS. LAY FLAT. 17., MACKENZIE 2016 d. PAINT N---• ALL RIGHTS RESERVED 23. ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY 7 AT CEILINGS OVER 144 SF PROWDE HORIZONTAL RESTRAINT WIRE OR CONTRACTOR ARE NOTED "N.I.C.". e. TILE, MARBLE GRANITE, STONE, GROUT AND SCHLUTER TRIMS ' THESE DRAWINGS ARE THE PROPERTY RIGID BRACING. MACKENZIE AND ARE NOT TO BE USED ' 24. "ALIGN" AS USED IN THESE DOCUMENTS, MEANS TO ALIGN THE f. TOILET PARTITIONS 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. a FINISH FLOORING TO EXTEND UNDER ALL NEW CASEWORK. CLIPS ALLOWING THOSE TWO SIDES TO FLOAT. ,, RI EVISIONS: 1 25. DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS. DRAWINGS 4. PROVIDE A TRANSITION STRIP WHERE EVER TWO DIFFERENT FL.00R • 9 PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT ' = ARE INTERRELATED. MATERIALS MEETCONTIGUOUS CEILING GRID AREAS TO NO MORE THAN 2500 SF. THE a< rh I_ 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 pd THIS CLOSING DATE THE ARCHITECT OF RECORD WITHIN TWO WEEKS OF PROJECT AWARD. a PROVIDE SCHLUTER METAL TRIM AT ALL EXPOSED EDGES OF TILE (EXCEPT LIGHT FIXTURE IMMEDIATELY ADJACENT TO THE JOINT. re 0 SHEET - PRODUCTS INSTALLED 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 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 '1'1.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 11 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" 0.0 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 T-BARS TO BE REPLACED. FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF AU. AND BOTTOM RUNNERS AND INTERMEDIATE STUDS. STAGGER ALL 14 REPA/R HOLES IN GRID FROM REMOVED WALLS USE OF ARMSTRONG SHOP DRAWINGS FOR REWEW AND APPROVAL TO THE ARCHITECT OF VERTICAL AND HORIZONTAL JOINTS 24" 0.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 FINISHO9 65 19 RESILIENT FLOORING - SHEET VINYL FLOORING 1 1 28. THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY COATS WITH sAND1NG BETwEEN FiNisH cDATs„ 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. 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 COATPAINT 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 couNG 7. IN FINISHED SPACES PURR-OUT BUILDING COLUMNS AND EXTERIOR WALLS ' 09 65 19 RESILIENT FLOORING - VINYL COMPOSITION ILE TILE (OR 2 x 2 MODULE OF A SECOND LOOK II TWE 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 QU1ETJOINT 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 . ' I 10. REPAIR GYPSUM BOARD AT REMOVED ELECTRICAL RECEPTACLES OR DRAWN CGC BY. , 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 211,12.E FINISH. RESTROOM FINISHES TO BE MILLER'S S/G LATEX ' 1 PROVIDE STUDS, TRACKS, BRACING, FASTENING AND OTHER ACCESSORIES STAINLESS STEEL CLAMP AND SEALED WITH VULKEM 921 POLYURETHANE • SEALANT. SILICONE SEALANT NOT PERMITTED. NECESSARY FOR COMPLETE INSTALLATION. " 2. DOORS AND FRAMES: - 01 73 29 CtiTTING AND PATCHING Z 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 Ti 2 1. PERFORM CUTTING AND PATCHING WITH SK/LLED CRAFTSMEN EXPERIENCED SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LIVE LOADS OF SEMI-GLOSS OIL . . . WITH THE TYPE OF WORK BEING UNDERTAKEN. DESIGN FRAMING IN ACCORDANCE WITH AISI SG-673 b. EXISTING HOLLOW METAL - SAND, FILL IMPERFECTIONS WITH BOND°, ' Z 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 ' a 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 1 - • JOB NO 2160267.04 1 , REVISED 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 TO 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. j,ITHONIA LED FIXTURE. 2VTL 4qC 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 CRATE DESIGN TITUS 50F. CRW7L HI OFT R4 120 EZB LP840 C210 SCEP, 3500K. INCLUDE THE FOLLOWING: . / / 5. RECESSED E SED LED DOWN LIGHT: L,ITHONIA LDN6 35/10 L06 AR LD 277 TRW 12 23 16 CABINET SPECIFICATIONS C. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATEDArchitecture a Interiors a. DIMENSIONS (HORIZONTAL AND VERTICAL) OF BUIRED PLUMBING "Y" IN DUCT AT OR NEAR CLOSESTBRANCH. 6. OFFICE EGRESS LIGHTING: 'SOLITE MINI GENIE SER 1. CABINETRYTO BE INSTALLED OVER FINISH FLOORAT RESILIENT LINES INSTALLED OR DISCOVERED BY THIS CONSTRUCTION. I IES LED VERSION LMIGN 0 ALL L ALLNM - Planning Engineering FLOORING LOCATIONS. b. LOCATION OF SHUT OFF VALVES d. REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS SQCEILING AND WALL MOUNT. SEE PLAN FOR EGRESS PATH. USE AT PROJECT COMPLETION, DUST/CLEAN 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 N D 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 GAS METER ) REPLACED. NEW THERMOSTATS TO BE HONEYWELL COMMERCIAL GRADE 3, HIGH PRESSURE LAMINATE (P LAM HPL) ALL EXTERIOR SURFACES, WSD OCCUPANCY WALL SWITCH. AT ROOMS WITH LED LIGHTING AND ,� VISION RO 8000 TOUCH SCREEN MODEL TB8220U1003 WHERE POSSIBLE. INCLUDING 4 TOE KICK. EDGE BANDING MATCHING PVC ACCEPTABLE , 1. CONTRACTOR TO VERIFY GAS METER AND TAG METER WITH THE TENANTS 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 THERMOSTAT MODEL NO. P374-2800 -7 DAY PROGRAMMABLE WITH „ „ 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. SC 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 DETECTION AND ALARM Vancouver,WA - HVAC - BID PROCEDURE 4. TOE KICK PLYWOOD 4 H WITH P-LAM COVER CONTRACTOR SHALL PROGRAM. THERMOSTATS AND BALANCE SYSTEM. 360.695.7879 GENERAL 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. 2{36.749.9993 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 CONDITIONSRT A REPO OF EACH UNIT PARTS, SHELVING. ETC. NON- 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. A =- PROVIDE ADJUSTABLE. T-STAT FOR EACH UNIT. HV C DESIGN PROCEDUR 8, HINGES GLUM 5M3580 110 DEG. SELF CLOSING CLIP ON (OR EQUAL). DRIVEN I CEMENT FOCUSED #7 ) 24. EXHAUST FANS: EXISTING AND/OR NEW EQUIPMENT T USE QUI EN TO DESIGN MECHANICAL H.V.A.G SLIDES -- UM #230M SERIESEXTENSION (OR EQUAL) 75S. 9. DRAWER BL Q ) LB 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 HO AND FILE DRAWERS. RIO CONSTRUCTION CON RACT, H.V.A.C. CONTRACTOR INCLUDING INTEGRAL BACKDRAFT DAMPER AND VENTING TO THESHALL SUBMIT TO ARCHITECT FOR REVIEW AND APPROVAL A FULL10. PULLS - 96 MMC_TO-C WIRE PULLS. FINISH TO MATCH DOOR DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH EXTERIOR. COOK GEMINI SERIES 100 OR EQUAL; 80 CFM WITH A HARDWARE. SONE RATING OF1.6 OR LESS, 100 CFM WITH ASONE- RATING OF .9 W NE /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 SINKIMPROVEMENT P E AS APPLICABLE. INCLUDE THE FOLLOWING: TEMPLATE (SPEC SHEETS) FOR EACH SINK. SINK CUTOUT SHALL BE DONE b. SINGLE FIXTURE RESTROOM S, 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 OFCUTOUT BACK S L SH TO BE MINIMIZE MULTIPLE 0 P FRONTOF CUT c. UL IPLE FIXTURE RESTR OMS, COMBINATION RESTROOM & SHOWER, COUNTERTOP BUILD UPS AT AND BACK SINK OUT TO ROOF UIP C. EQUIPMENT, SIZES AND LOCATIONS AND LOCKER ROOMS TO HAVE ROOFTOP MOUNTED EXHAUST FAN, �� ACCOMMODATE PLUMBERS SINK CLAMPS CLEARANCE. D - FACTORY CUR AND BACKDRAFT DAMPER, WIREDPER1 d. UNITS REQUIRING DUCTED SMOKE DETECTION B E DIVISION 6, Q O E 12. KITCHEN/BREAK BREAK ROOM CABINETS BASE CABINET WITH P--LAM TOP CONTROLS AS REQUIRED BY'DESIGN. COOK AC -D SERIESOR KITG / QE EQUAL. '.�1:3ACTPUbli;: e. THERMOSTAT LOCATIONS AND ZONE NIT ASSOCIATED' THEREWITH �- ON PLYWOOD. DECKING AND 4 BACK SPLASH.- ALL CABINETS TO HAVE /I1 p��,,,cp r a� �. ;� DOORS AND DRAWERS, U.N.O. UPPERS 12 0 X 36" H - ATTACH TO d. ' SPECIALTY ROOMS REQUIRING EXHAUST SHALL MEET THE ABOVE •....:. . : .. �`..±� �� �� C->. � 26" f. ANY SUPPLEMENTAL EXHAUST FANS. OR SPECIAL SYSTEMS MINIMUM REQUIREMENTS INDIVIDUAL ROOMS WITH AN EXHAUST ' WALLWITH FRENCH'CLEAT, COUNTER AND COUNTERTOPS DEEP. REQUIREMENT GREATER THAN 250 CFM,' SHALL HAVE A ROOFTOP ZONE DIAGRAM g. MICROWAVE SHELF 18"D WITH 3" RADIUS OUTSIDE. CORNERS. P-LAM AT 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: 13. WORK/COPY/STORAGE CABINETS - BASE CABINETS WITH P-LAM TOP 1. CONTROL SYSTEMS SHALL BE TESTED. TO ENSURE THAT CONTROL 1. 350 SQUARE FOOT PER TON (UNLESS OTHERWISE APPROVED IN WRITING DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALi$RATED, 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 RS FRENCH 2. ADDRESS LOADS BY SPECIFIC LOCATION AND USE, AS WELL AS CRITERIA FIC E 7 O WALL WITH FRE C " AT SE. SHELVES PROVIDED TO PACTRUST BY TENANT PRIOR TO CONSTRUCTION: b. , SEQUENCES OF OPERATION SHALL BE. FUNCTIONALLY TESTED TO CLEAT, BASES AT 24 D X 36" H P--LAM 0E/BA ALL ADJ. HOLES AND POST ( 1 AT UPPERS).1 AT BASE, 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 M c. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND BOARDHOLES DECKING. SCRIBE COUNTERTOPS TO WALLS. PROVIDE GROMMET c. CONFERENCE TRAINING ROOMS RESULTS SHALL BE PREPARED AND FILED WITH PACTRUST. Project HOLES ABOVE ALL POWER AND DATA LOCATIONS. PROVIDE STEEL MID / ORTHOPEDICS NW 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: BY A & M HARDWARE, INC (888-647-0200). FOR LOW AMBIENT OPERATION AND 24-HOUR USE. VERIFY NEED FORTENANT IMPROVEMENTE " _ A SEPARATE SPLIT SYSTEM TO MAINTAIN TEMPERATURE. a. AutoCAD FILE SHOWING AS BUILT INFORMATION. 15. RESTROOM LAVATORIES (WHERE APPLICABLE) 24 0 P-LAM TOP ON b, ELECTRONIC PDF FILE OF THE Au#oCAD 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. 15755 SW SEQUOIA P'KW SUPPORTS AT 24� O.C. (OR APPROVED). „ 4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY & RETURN 26 00 00 ELECTRICAL DESIGN BUILD OREGON 17. JANITOR - FIBERGLAS REINFORCED PLASTIC (F.R.P.) WAINSCOT 48H GRILLES. GENERAL - ' l (SEE PLANS IF REQUIRED). 5. VACANT SPACE SHALL HAVE DEDICATED GAS SERVICE FOR FUTURE 1, ALL ELECTRICAL FEEDS TO OUTLETS, SWITCHES, ETC. MUST BE VERTICAL • BUILD-OUT OR FREEZEPROTECTION. ,. 21 00 00 FIRE SUPPRESSION : DESIGN BUILD DROPS FROM ABOVE. EXCEPT FOR- HORIZONTAL RUNS UNDER WINDOWS :• ...... .. ........ ... .. ......... ,:.:.._,...�: •.� y;� . -71/2-TON :i.,'...'` . � 1. PROVIDE SPRINKLERS. THROUGHOUT SPACE AS REQUIRED BY CODE.. 6. UNITS,. LENNOX, TRANS, YORK: OR CARRIER MAXIMUM UNIT AND RECEPTACLES ON THE SAME ..STUD. ... , XAOT SIZE. ANY UNIT IN EXCESS OF 7 1 2 TONS SHALL HAVE SPECIAL .._.. SPRINKLER HEADS SHALL BE CENTERED IN 2 2 CEILINGTILE. LAYOUT U / ELECTRICAL OUTLETS ANDDATA WINDOW . : 2. ALL ELE IC L FEEDS TO BELOW SILLS TO `� CONTRACTOR. SPRINKLER LAYOUT IN ALL HARD WRITTEN APPROVAL FROM PACTRUST. 'tis ... <` OF SPRINKLERS BY BE ROUTED THROUGH BUILDING SHELL WALLS. DO NOT FEED FROM , ;. ,I CEILING AREAS (GYPSUM BOARD PLASTER TO BE REVIEWED ANDA " "".,' BOARD/PLASTER) 7, HVAC UNITS EQUAL TO OR GREATER THAN 5-TONS TO HAVE DUCT SMOKE PERPENDICULAR INTERIOR PARTITIONS. f,..,.:,, APPROVED BY ARCHITECT PRIOR TO INSTALLATION. - . „ 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 _ �, • , CORRESPONDING PANEL AND BREAKER. • � , .--*""": fay' FOR MINIMUM SEISMIC MOVEMENT. NO 'OOPS RINGS ALLOWED". 8. ROOF TOP UNITS SHALL BE PLACED 24' MINIMUM FROM ROOF EDGE TO `•• M . 3. PROVIDE TYPEWRITTEN UPDATED .SCHEDULE AT PANEL TO IDENTIFY ,., ,,.�, �- CENTER OF UNIT. MULTIPLE UNITS SHALL BE PLACED SYMMETRICALLY IN ,.C • 22 00 00 PLUMBING DESIGN / BUILD CIRCUIT BREAKERS... :� �;.. A LINE BASED ON LOAD CALCULATIONS BY STRUCTURAL ENGINEER. +• • GENERALJREQUIREMENTS4. 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 a. PROFESSIONALLY ROOF IN ALL CURBS AND PENETRATIONS BY TENANT'S MOVE-IN. MACKENZIE 2016 DRAINS TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. ALL R GHT PACTRUST APPROVED ROOF CONTRACTOR. SEE DIVISION 1 GENERAL RIGHTS RESERVED TOANDINSTALL (1) MASTER SHUT OFF 5. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN EXIT PATH 2. PLUMBING CONTRACTOR PROVIDE NOTES THIS PAGE. THESE 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 COUNTER OR 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: TRANSFORMERS POWERFROM THE480V/277V S 4. INSTALL PROTECTIVE BOOT AROUND ALL EXPOSED HOT WATER SUPPLY 10. SEISMICALLY ATTACH UNIT TO CURB IN CODE-APPROVED METHOD. TO PROVIDE SYSTEM, v,7a SIZE TO BE BIDDER DESIGN. PIPE AND DRAIN LINES. 11.ALL GAS PIPING SHALL BE STANDARD BLACK STEEL PIPE W/ 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) 3q GAL AND LARGER 277V LESS THAN 30 GAL / cep, 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 + + AVAILABILITY (503) 236-4148. (COLOR GREY). DEGREES C AMBIENT TEMPERATURE AT FULL LOAD CONTINUOUS 1 . LOW VOLTAGE IN SEALTITE CONDUIT R BELOW ROOF LINE DIRECT OPERATION. EQUIP WITH 2-1/2 PERCENT ANFC TAPS AND FOUR 7. FLOOR DRAINS SHALL 8E INSTALLED IN TOILET ROOMS CONTAINING TWO 3 FROM B W OO OI EC BE • + + (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 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. • ► + 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 WIREMOLD RC7 FLUSH POKE-THRU SERIES OR EQUAL. FOR - VALVE. NO ATMOSPHERIC PRIMERS. DRAINS TO BE PRIMED FROM TOILET P T. PR VID MIN. SLAB ON GRADE INSTALLATIONS USE RACO #5511, 2 AT EACH LOCATION - ' , FIXTURES UNLESS OTHERWISE APPROVED BY ACTRUS 0 E Ac. 8 TONS AND ABOVE MUST HAVE POWER EXHAUST. TO SEPARATE POWER AND DATA WITH 1 CONDUIT FOR POWER AND 2" 12" x 12" ACCESS DOOR. / DAMPER. SHEET TITLE: d. 1 1 2 TI-IRU 4-TON OSA INTAKE WITH D MP R. CONDUIT FOR DATA. PLUMBING { REST ROOM FIXTURES SINGLE OCCUPANCY) PROJECT 15. ALL UNITS TO MEET OR EXCEED CURRENT ENERGYEFFICIENCY 10. LOW VOLTAGE SYSTEMS (TELECOMMUNICATION AND DATA) BY FUTURE D NTE G . CODE SPECIFICATIONS IN ALL IS MANAGEMENT ENERGY 2. REMOVE/RESET EXISTING TOILETS 16. ALL UNITS IN BE INSTALLED WITH HINGED SERVICE DOORS. 11.LIGHTING EN E � REQUIREDBUILDINGS. 1 . OCCUPANCYCONTROL DEVICES SHALL BE ITY. 3. TOILET SEAT: BEMIS 19555SC OR OLSONITE 10SSCT 17. DROP CANS TO BE SAME SIZE AS CURB OPENING AND TO EXTENDED 2 L ACC�I 07 4 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 LT3 AIR. SEAL EDGES OF SUPPLY AIR. DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE. CALIBRATED, 5. LAVATORY FAUCET AMERICAN STANDARD, RELIANT 3, 7385.004 ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND DISTRIBUTION DUCTWORK: 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 SEALANTSHALL MATCH GROUT COLOR AT TILE SURFACES. ABOVE A CEILING. 14. REQUIRED IN DIVISION 15, PROVIDE MONITORING OF HVAC EQUIPMENT - DRAWN BY: CCC, JAW INSTALLATION FOR ARCHITECT - PER CODE. b. SUBMIT SEALANT COLOR. PRIOR TO I c. -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 FIXTURES BARRIER. BOARD. EXCEPTION - UNUSED DATA BOXES UNDER WINDOW SILLS TO t JS PLUMBING -- B EAK ROOMIX t d. HANGERS 12 GAUGE WIRE OR 18-GAUGE 1" WIDE STRAP. EXPOSED REMAIN. ALL BLANK COVER PLATES TO BE BUILDING STANDARD FINISH. SHEET: 1. REUSE EXISTING FIXTURES WHERE POSSIBLE. E 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 3. KITCHEN FAUCET DELTA 100-DST STRINGS FROM THE BOX TO THE SPACE ABOVE THE CEILING. A SECTION e, BRANCH DUCTS SHALL BE PLUMB AND SQUARE (NO OCTOPUS). TEES N I K--ERATOR MODEL 770- 5S SHALL BE MAXIMUM OF' 45 DEGREES.. = OF THE EXISITNG LOW VOLTAGE WIRE MAY BE LEFT IN LIEU OF A. PULL art 3 4. INSTANT HOT WATER DISPENSERI S N #H 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 EXITING FIXTURES WHERE POSSIBLE. + i JOB NO. 2 6 . 2160 + i.04 ct=- ,IO r. 'FPP f I !- Pale: n (i })f 17 . 4 6 8 170'-0" 1 / 25 -0 25 --0 25 -0 20-0 25 -0 25 -0 25 —C} f / t t t Architecture* Interiors Planning Engineering ,k , . �� 1f pig I ! I Portland,_ ( flR f � 503.224.9560 _ 1— -1 Vancouver _ .. _ V ncouve,WA 9 I _ 11111 , I 360.695.7879 879 a Cry{! / t i ( I Ii ,, t . Seattle,WA r 206.749.9993 t f wc ww.mcknze. a m r � ACKENZIE - __ _ _ . oearaN ortrvaN r tuaNr FOCUSED 1 � ' ' p a:o ao 11 II -III1j.:-.:_: __:.-_-_r ---7\ 01 II IIII s-11111-"/ L _L — T � I t y L _(tT \ r - \ Tr_iI - 3 I I \ IHI _ IH 1 ( I t_ b { I $1 I I I ` " Ig' :1 A' CT , , Fiocific Sealt4.A0s 0;3 f.L.PP 1 El]\\ t : ( A 1 t I I 4111 l \ I— - - — — _�. ._ _ m ,, f , ��� — _ _ J TWir r q s t t \ Project t _ _ % % ORTHOPEDICS NW M-41- 4E31- - 9 t�Ji Ire I# -{ t �' 1 1 m r-- -----Iry _ --1 TENANT IMPROVEMENT! eta \_- .._ — --/ ,� j { \ 7---- \._ __ __ _ /' 0 r ! Ill \ 1-- 1 MI7 / NA // / I 1 1 { 15755 SW SEC IA PKW — -1 tel ,� - I i _ �i 1 I I { PORTLAND, OREGON — _ _ _ i I, f _ i f (I t J ___. 1 . - A•72.(;;:':',,,i., 1 — F— cr_z.- dry (V 1�A•�8 t � t • UACKEN ( I ZIE AIL RIGHTS RESER2016VED I { THESE DRAWINGS ARE THE PROPERTY MACKENZIE AND ARE NOT TO BE USED 1n Q c I OR REPRODUCED IN ANY MANNER, 10 - tEI:DI Imulliiilt minii WITHOUT PRIOR WRITTEN PERMISSION r REVISIONS: E SIONS: a w' REVISIONS REVISION DELTA ..z THIS CLOSING DATE w. - 1 -. DEMO PLAN 1 IN PROGRESS A2=1 1/8 =1 —Q SHEET t r - LEGEND GENERAL NOTES KEYNOTES A. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED ► r EXISTING WALL TO REMAIN 1, REMOVE SPLIT SYSTEM AND RETAIN FOR CONSTRUCTION PHASE OTHERWISE. 8. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. NEW WALL TO UNDERSIDE OF GRID SEE 4/A8.1 r ' r C. ALL INTERIOR WALLS TO CO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. SHEET TITLE: TO BESOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING NEW DEMISING WALL TO STRUCTURE, SEE 5/A8.1 D. ALL INTERIOR DOORS U DEMO PLAN STANDARD UNLESS NOTED OTHERWISE. E. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION 411 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). — I ) OOA CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH �� DOOR NUMBER .SYMBOL TENANT. F. ALL DIMENSIONS SHOWN AS PLUS INUS (±) ARE FOR GENERAL LAYOUT AND $ STANDARD SWITCH REFERENCE ONLY. — RETURN TO LANDLORD. G. SALVAGE ITEMS FOR RE USE WHERE POSSIBLE AND = R F = EXISTING CONSTRUCTION TO BE DEMOLISHED H. RETAIN ALL DOORS, DOOR HARDWARE AND RELITES FOR CONSTRUCTION PHASE. I / _ � r 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 r ' 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 ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE ISSUED. L. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. ABANDONED PLUMBING, ELECTRICAL CONDUIT,D. CAP ALLQ , AND OTHER UNDER SLAB • UTILITIES AS REQUIRED. RETAINEXISTING FIRE EXTINGUISHERS FOR FUTURE E. ISHE R USE. F. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO • DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING R WITHOUT WRITTEN APPROVAL OF THE ARCHITECT" DESIGNER. 'JOB NO. 2160267.04 I Q PFr PFFritAIT RFT: 01/12117 40 . 4 6 8 _ 170-0 r r 25,,0„ 25'-0„ „ 25 -0 20'-O" 25'-0" 25'-0" 25'-0 2 Architecture e interiors A5.1 0 Planning n 8 Engineering t ; : 4 r .. r---1 _ oil..._. 301A 302A l-� I®i, - . 1 1 DOOR SCHEDULE1 PAX/R aI : SOWER ® 18 .. ., i Portland OR ( ., o s j DOOR FRAME -_ - i_ - I TOR0 ,� . . 503.224.9560 ( oFF1cE- .,�•_..•_.r._....... ELEC. MECN CIRC. 1 } DOOR DOOR DOOR FRAME FRAME HARDWARE CO 2 ® . �X-RAY � �` , .MAT. M R ENVancoover,VYA di - 364.695.7879 OPEN.SIZE 2zs i . ..-.�..► CIRC. - - MRI MECH 001A PR 4'-0"x8.-0"± EXISTING DOOR COMMENTS FIN. AT FIN DETAILS GROUP C S 1IL1TY it . BUSINESS i 232 • 0 (D1-2-8-1)3 >� I . ea le,YVA 1 CI I E J ; VIEWING - .SID002A 3'-0"x8'-0"± 1 3/4" F . Sc S AWF FF 9JA8.1 H-3 206,749.9993 MR? I EQEQ } 101A PR 3-0x8-O t 1 3/4 F SC S AWF . FF 91A8.1 H-12 �" I (I)mo, ! • www.mcknze.com • Qkoala CIRC. 29A .�I .41Z)_, , 4) R 103A 3'-0"x8`-0"i 1 3/4" F Sc_ S AWF FF 9/A8.1 H-2 1 l BLEAK w C K ® 3'-0"x8'-0"t 3/4 F SC A8 H-8 M J�►�r[� N Z E. .:.. , I I J •, : 0 .. ®� : . . . :. DESIGN DRIVEN 1 CLIENT FOCUSED I ! .! 0 CIRC. . 105A 3'-0"x8'-0"t 1 314° F SC AWF FF 9/A8.1 H 6 . s I j 104A 1 S AWF FF 91 1 1 S ` 1 -- t RR 0 OFFICE . " CIRC ! } i 07A 3'-0"x8'-0"t i 314 F SC S AWF FF 9/A8.1 H-1 FEUre- ", 228a --- . L.-.:E409A 4'-7"x8'-0"t EXISTING DOOR DR.OFFICE 238• - . . 1laZi A. ElUg_ tFt�� ;� ■ B \ - © � � .tilt_ c00 1 110A 3-0 x8-0 t 1 3/4 F SC S AWF FF 9/A8,1 H-g • I VOCASTRM � �� rill/ ION n , N• , c.�� �� � EXAM GD'!12A 30 x8 0 t EXISTIN OOR 40A � � 0 � ;.I I� -- 113A 3 0 x8 O t 1 3l4 F SC S AWF FF 9/A8.1 H-6 r�.,� CIRC. . mill - ov v223iiiir • - OFF CE nl In " tt ® t 0 , WORK j 115A : 3'-0"x8'-0":�< 1 3/4" FN SC S . AWF FF 9/A8.1 H-11 EliCIRC. R ICE0 ( " D .OFf C - 116A 3'-0"x81-0"± 1 314 F SC S.. AWF FF 9/A8.1 H-1 DR.OFFICE IBM 236A fl • 3 . I - ® - 'M � - ! o mu 3 � ,. . CIRC. 150A 31-0"x81-0"± 1 3/4" F/RN SC S AWF FF 10/A81 H-7 A 241 .. 0 J" 013'-0"x81-0"i r n , n n . t 151A 3-0 x8-0 t 1 3/4 F SC S AWF FF 9/A8,1 H-1 EXAM EXAM11111 105A 107A .... le123 ^ 17:ACTRUS17. C,# 0Q► 0 WAIT#NGIII �. 0i , n , " n ;a t^..15G IReett« AB8 r );,;ti. ® 151 B 3-0 x8-0 1 314 FIR SC S AWF FF 10IA8,1 H-1 . . ... .tom; ."► tam .. 1 • � .� � t � , „ , ,, EXAM _�. 152A' 3'-0"x8'-0"± 1314" FN SC S AWF FF 9lA8.1 H-8 - ( . 18'-7"±. 15 -9 t 7 -2 0 DR.OFFICE s - r OFF CE WORK I� 3'-0"x8'-0"t �- 44A0 WAITING ! ` ® CIR 219A EXISTING 152B EXIST G DOOR H-10 3 } 131`7 EXAM EQ EQ "(�� ! 154A 3'-0"x8'-0"± 1 3/4" F SC S AWF FF 9/A8.1 H-2 Aft \iir!D ' 1ill01A - . , 20A ! 3'-O"x8'-O"t 3/4" ifil ( 158A 1 F SC S AWF FF 91A81 H-2 0 L --- - 180A t - - IIIIII , j� _ a ...a......->� .��.- '�'Lr--_; EQ • EQ ."-----_WO Ati. -N 150A 1 1.11111 _ - _ : _j 159A 3'-0"x8'-0"t 1 3/4" F SC S AWF FF 9/A8.1 H-1 1 IIIIIIIIIIIIIhk 11 o [_ 1 _xa► 160A 3c0"x8'-0N+ 13/4" F SC S AWF FF 9/A8.1 H-1 203A PR 3'-t}"x8'-0"t 1 3/4" F SC S AWF FF 91A8.1 H-13 RR 0 .0 1:1E?tAMAli BREAK r-- aoz } _ - - --- - Ern EXAM I� 205A 3`-0"x8'-0"t 1314" FIH1! SC S AWF FF 111A8.1 H-5 2 filli> EXAM I� 7 ' • 1 I - -- Q (D t to- �BLDG.LOBBY 1 , n i N " AiiiI IIP I NURSES ' ' r ■� # "� -- .. 001A,y 206A . 3-0 x8-0 t 1 314 F SC S AWF FF 9/A8.1 H-1 Project I Ho �'_Q" .._.. i ' -� 1 208A 3'-0"x8'-0"t 1 3/4" F SC S AWF FF 9/A8.1 H-B ORTHOPEDICS NW a � ,,,� t iiiirr ,��, 0 a in- a. .. �® lal - I 209A 3'-0"x8'-0"t 1 3/4 PD SC S AWF FF - H-14 TENANT IMPROVEMENT u� 0 r:i (D 05A CIRC. 0Wr- © ; 211A 3'-0"x8'-0"t 1 3/4" F SC S AWF FF 9/A8,1 H-1 (NIQ°� RECEPTION. ENTRY - 0KU �'k 212A 31-0"x8'-0"t 13/4" F SC S AWF FF 9/A8.1 H-1 EXAM 216Ar.-..."' .:..:. :.:..:.:,� - f-� �- IO ------ # , - 1� IST3.-0"x8'-0"± BUILDING 1 N ( _ U WAITING l 215A 1 314" I • 3'-0"x8'-0"± 1 3/4 F SC S AWF FF 91A8.1 H 1 N - # � ! 15755 Elhl SECS P'lClll� j j 3'-0"x8'-0"i 1 314" F SC S AWF FF 9/A8.1. H-1 PORTLAND, OREGON ! 0I INA � � CMIf,ExAm Aim, � t3i9 216A I a y 0�, , 116A ( 217A 3`-0"x8'-0"t 1 3/4" F SC S AWF FF 9/A8,1 H-1 ' - - - _ . EENmil 0, - ,C ; su �rI I - 218A 3-0 x8-fl t 1314 F SC S AWF FF 9/A81 H-1 AliO' -'..e _ ®� k 1 ..,f. - ,2y 219A 3'O"x8'-0"t 1 3/4" t� .. i F SC S AWF' FF 9/A8.1 H-1 ..4-11./ 4.. 220A 31-0"x81-0"± 1 3/4 F SC S AWF FF 9/A8.1 H-1 2,4'i: ,,y. EXAM EXAM CIRC. ... Area 116 ' t !� 2'-5"/±11%3111111:111"208• 221A 31-0"x8'-0"t 1 314" F SC S AWF FF 9/A8.1 H-1 • r WAITING -. z,.: X-RAY i V--2"± 4'-6"± 3--0" 03A U © 3'-0"x8'-0"t 314" .. .' • • !�.riia. `. 0�,r, 222A 1 F ` SC S AWF FF 91A81 H-1 �••�: a rd-::t4 a4r) 01(61 0igi „ks. 224A 3'-0"x8'-0"t 13/4" F SC S AWF FF 9/A8,1 H-1 ''''' •.." at 4) = 209 _ 1 rim-- ". .� .0.,�, •/ emmo 208A tr..:, . 3'-0"x8'-0"± 1 3/4 F SC. S AWF FF 9/A8.1 H-1 a .1 ,.. - -----lpf N ,.• s '-6 227A 3'-0"x8'-0"t 1 3/4" F SC S AWF FF 9/A8.1 H-1 . . 1Q 1 :.; 10 -4t 228A 4'-0"x8'-0"t 13/4" F SC S AWF FF 9/A8.1 H-1 ��. -' rFICE I I EXAM EXAM 1 Q• - F OFFICE d' n nNoe, 0 ,, 0t 229A. 4-fl x8-0 t 1 3/4 F SC S AWF FF 9/A8.1 H-7 MACKENZIE2016• j t EDOOR HARDWARE GROUPS Zip ALL RIGHTS RESERVED I 2298 3'-0"x8'-0"t' 1 3/4" F SC S AWF FF 91A8.I H-6 PERTY i THE DRAWING AR T ! 0 } j n " 3/4" MACKENZIE AHO ARE NQT TOR E USED 0 ,, .:,..,,:ti __ tt 231A 3 0 x8-0 t 1 F SC S AWF FF 91A8.i. H-9 I 0R REPRODUCED IN ANY MANNER, ' i " " 3'0"x8'-0"t G WITHOUT PRIOR WRITTEN PERMISSION L - .1 �_ �!! ISI _ , H-1: PASSAGE LATCHSET F75 GRADE 1 SCHLAGE AL10S , 232A EXISTING DOOR H-10 3 TTS, STOPS x I i 0 0 Q EQREVISIONS 233A 3-0 8-0 t 1 3/4" F SC S AWF FF 9/A81 H-1 „ " , n , n 3/4" x . I-1-2: LEVER LOCKSET F76 C3FS BAY RIDGE 26D $a 3-0 8 O # " REVISIONS REVISION DELTA • LOCK, CLOSER, BUTT S, 236A3'-0"x81-0"± 1 3/4 PD SC S WF FF H-4 • COMMERCIAL INDICATORrill_ THIS STOPS, KICK PLATE n SHEET 238A 3'-0"x8'40"± 1 3/4" F SC S AWF FF 9/A8.1 H-2 CLOSING DATE - "SIMPLEX5067", CLOSER, 240A 3'-0"x8'-0"t 1 3/4" F SC S AWF FF 9/A8.1 H-6 1 IN PROGRESS 1 FLOOR PLAN . H-3 LEVER LOCKSET MODEL BUTTS, STOPS, KICK PLATE ' 1/8".1'--0" 3'-0"x8'-0"t 3/4" A2.2 241A 1F SC S AWF FF 91A81 H-6 KIT, POCKET. DOOR ENTRANCE 242A 3'-O"x8'-0"t 13/4" F SC ` S AWE FE 9/A8.1 H-6 I C ACCURATE 1 G A U TE "SL9 53ADA", EDGE PULL " N 3/4°244A 3 0 8 0 13/4 F H-4: POCKET0 LATCHSC 'AWF. FF 9IA8:1 H-2 - x - tS t GENERAL NOTES KEYNOTES KEYNOTES H-S: PUSH PLATES. (BOTH SIDES), CLOSER, DOUBLE 245A 3'-0"x8'-0"t ` 1 314" F SC S AWF FF 9/A8.9 H-1 , I I ACTING PIVOT HINGE, KICK PLATES (BOTH SIDES) 247A 3'-0"x8'-O"t 1 3/4" F SC S AWF FF 9/A8.1 1-1-6 I A. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, I EXISTING" WALL TO REMAIN 1. NOT USED IKSCHLAGE "AL53PD", 301A 3'-0"x8'-0"± EXISTING DOOR 3 • . H-6 ENTRANCE LEVER LOCKSET F109 PD , UNLESS NOTED OTHERWISE. 2. INSTALL BUTT GLAZED WINDOW SYSTEM ABOVE RECEPTION NEW WALL TO UNDERSIDE OF GRID, SEE 4/A8.1 BUTTS, STOPS 302A 3'-0"x8'-0"t EXISTING DOOR - 3 I I B. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. DESK 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 SHEET TITLE: H-7 ENTRANCE LEVER LOCKSET F109 SCHLAGE "ND53PD • FLOOR PLAN D NOTED OTHERWISE, 4. NEW PLUMBING N AN , BUTTS, STOPS ABBREVIATIONS: DOOR SCHEDULE NOTES:. .. D. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS 5. NEW SLIDING TRANSACTION WINDOW, DETAILS TO BE FOR REFERENCE AWF ALPHA/WIM FRAMES DOOR SCHEDULE 41) KEY NOTE O / A. ALL DOORS/CLOSURES TO BE CHECKED, TO MATCH BUILDING STANDARD UNLESS NOTED OTHERWISE, COORDINATED WITH CABINETRY DRAWINGS BY OTHERS " 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 BUTTS, STOPS, SURFACE CLOSER FT 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 ROOM 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 RECITE CHITECTURAL / V ...WITH FULL VISION PANEL � C WOODDOE QRTRD.I WALNUT, 60101-LIGHT AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM 10. PROVIDE ELECTRICAL AT ALL NEW WORK LOCATIONS, NURSES 8 STANDARD SWITCH „ / PRODUCTS, ADDITIONAL REQUIREMENTS WITH TENANT. STATIONS , EXAM ROOMS, ETC.. CONFIRM ALL REQUIREMENTS H-10 LEVER LOCKSET F88 SCHLAGE ND96PD , BUTTS, /HV ..,WITH HALF VISION PANEL FINISH W/ ALPHA ALUMINUM FRAMES AND R SHOWN FOR SCHEMATIC PURPOSES ONLY. WITH TENANT, ,.a, ADA ACTUATOR LOCATION STOPS, SEALS, SURFACE CLOSER PD POCKET DOOR BRUSHED CHROME HARDWARE F. FURNITURE IS D BY S STAIN I I VENDOR TO CONFIRM BUILT CONDITIONS 11. NEW OR RELOCATED X-RAY VIEWING WINDOWS PROVIDE TENANT OR TENANT _ T CONTRACTOR TO INSTALL & COORDINATE POWER H-•11 LEVER LOCKSET F84 SCHLAGE "ND9 PD"; BUTTS, SC SOLID CORE WOOD DRAWN BY: CGC, JAW FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS, TENANT, REQUIREMENTS. STOPS, SURFACE CLOSER • G. LOWER VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE RE Q 12. ALIGN NEW WALL WITH EXISTING PRIMERS AS .WELL AS FINISH PRODUCTS. CHECKEDBY MR MS . . DOOR SCHEDULE COMMENTS• T N. ALL DIMENSIONS SHOWN AS PLUS/MINUS (f) .ARE FOR 13, NEW DOUBLE DOORS. DISCARD MAGNETIC HOLD OPENERS AND H-'12 DOUBLE LEVER LOCKSET i t GENERAL LAYOUT AND REFERENCE ONLY. INSTALL MOTORIZED AOA 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 SH MODIFY POWERED OPENER CLOSER LCN WALL PLATE 2. DOUBLE ACTION SWING DOOR OTHERS. 14. NEW WALL AT EXTERIOR MULLION, SEE DETAIL 7/A8.1 . R WINDOW COVERS AS 9. ADJUST ALL HVAC ZONES AND ELECTRICAL CIRCUITS EXTERIO REQUIRED ACTUATOR EACH SIDE, BUTTS, STOPS 3. EXTERIOR DOOR ROOM 15. ALIGN WALL W EXISTING MULLION _ ACCORDING TO NEW DEMISING WALLS AND 00 � CONFIGURATIONS 16. NEW TRANSACTION COUNTER AT 34 AFF WITH GLASS DIVIDERS` H-13 DOUBLE DOOR PUSH/PULL, BOTH SIDES ACTIVE, • POWERED OPENER/CLOSER, AND TWO SLIDING WINDOW LOCATIONS LCN WALL PLATE ACTUATOR (ONE PER SIDE) H-14 CAVILOCK CL100 A2032 FLUSH TURN WI I , 2160267.04 REMISED PERMIT SET: 01/12/17 6 6 6 GENERAL NOTES / A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START 56" MIN CLEAR E3'-8"± OF A. WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR Architecture ca Interiors / ,� f TO START OF WORK. ® B. SEE DETAIL 4/A5.1 FOR ACCESSIBILITY DETAILS, & MOUNTING HEIGHTS. Planning ti Engineering . \ . A \ C. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH U.N.Q. _ • ,� ,7 C \ AN 1 D. DO NOT SCALE DRAWINGS TO DETERMINE SIZES ON DIMENSIONS. I _I►�i!!1���I������i�L. E. WALL THICKNESS ARE NOMINAL U.N.O. r41\;<7 / A 13 A F. PROVIDE SOLID BLOCKING / BACKING FOR ALL TOILET ROOM EQUIPMENT cc D i • o 0 I a X / \ (GRAB BARS, COUNTERS, ETC.) a X 6 l p ' ccz BD G. CLEARANCESTQACCESSIBLESANITARYFIXTURESAREMEASUREDFROM THEPortland,OR w ¢ g 5+1 D 4, 7 G. FACE OF FINISH OF MATERIALS. 503.224.9560 A ' 1 A "� v H. WHERE ITEMS ARE SHOWN IN MULTIPLE PLANS AND/OR ELEVATIONS /� = C / Vancouver,WA / c _ o / IMPROVEMENTS TO BE MADE AS NOTED ON OTHER PLANS. 3606957879 ali1. ALIGN FLOOR, BASE AND WALL TILE JOINTS WHERE MODULATION PERMITS. WA 8 D \ C�CCX ► +I\ in \ STRETCH FLOOR JOINTS AS NECESSARY TO MATCH WALL JOINTS. Seattle, -H I f UV ,0 0 2 �0 ►• co i-- — —n I J. CONTRACTOR TO ASSUME FLUSH VALVE TOILETS FOR NEW. VERIFY WATER 206.749.9993 o� f C 1 I r , / E !\ I '1 LINE SIZE CAN ACCOMMODATE NEW FLUSH VALVE TOILETS PRIOR TO www.mcknze.com i , 0 _ ,� ., ,,<xx3'-77± � -co ORDERING. TANK TYPE TOILETS TO BE USED ONLY WITH BLDG. OWNERS 1 \ i (Di .I a Lu APPROVAL. AC K N Z Exx Ir..1 pSC10H pR1vEN 1 Cl1FHT FOCIfSEp �. �� / 5th z KEYNOTES I I 1. ....... I B rik 1. 36 GRAB BAR. tvCilf 2. 42" GRAB BAR. a. - --� O AR. 4. NEW WALL CMOUNT D AL GRAB SINK AND FAUCET. \ . - JIII .4 5. NOT USED � + \ \ 6. NEW UNFRAMED MIRROR ABOVE SINK. 3'-6" 7. REMOVE EXISTING G . BD. TO 48" AFF AND REPLACE W/AQUATOUGH, PAINT TO C5 t • ---,/L-- 60" MIN CLEAR MATCH. _.) 8. NEW FLOOR MOUNTED ADA TOILET. XXXXXXlir: �. 7'-2" MIN 9. NEW SURFACE-MOUNTED TOILET PAPER AND SEAT COVER DISPENSER. o o / 0 10. NEW WALL MOUNTED VANITY LIGHT FIXTURE, L-4, FIXTURE TO MOUNT ON WALLP*CsITRUelt- o BEHIND MIRROR ENLARGED TOILET Roots PLAN z ENLARGED SHOWER ROOM PLAN 3 ENLARGED TOILET Roots PLAN 2 11. NEW FLOOR DRAIN. SLOPE FLOOR TOWARD FLOOR DRAIN. iJci.f : �: � �-. 12. NEW FIBERGLASS ADA SHOWER STALL, CONFIRM ALL OTHER REQUIREMENTS WITH CD ROOM 002 1/2"-1'--0" A51 ROOM 158/157 3/8"=1'-0" z A5.1 ROOM 153 1/2"=r-0" Q 13. 5'-O" ADA TURNING RADIUS co i•-" 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 \ 39"-�-41" , \ Project 0 1'-0" "M" -•" ORTHOPEDICS NW 13/2" MIRROR TENANT IMPROVEMENT • R '• 1." -NINENNIMMIN - . a� WALL I I ` - >< _ \ ill MOUNTED�� ¢\ 1-'. °° .A O 4 co t�� I 0 _ ISI 0 1 , . '6 0 ° 1 4 Cr4 ® - _ ¢ \ I 157 TOUOIA0REGoNPKW • •• °nI 7.4om �,� - ir TYPICAL ACCESSIBLE STALL GRAB BAR SECTION WATER CLOSET ADA URINAL SINK r ' • Min . >11111.11- 0 MIRROR Q �� _I o o { LIGHT FIXTURE ., ' =x ,` �� 0 /IMF - ---Q --1 - . ;; -- — — . - 1-Nom v j4 ❑ 1 � 04 Q NORTH0 WEST131 $QUTN0 EAST I-- :; „4 ti - ., SOAP PAPER TOWEL SAN.NAP. PAPER TOWEL! RECESSED SEAT COVER TOIL.PAPER/ GRAB BAR '"' DISPENSER DISPENSER DISPENSER DISPENSER/ TOWEL DISPENSER SEAT COV.DISPJ ' DISPENSER SAN.NAP. DISPOSAL I- I 1 LI J Q ALLIRIGHTS[RESERVED THESE DRAWINGS ARE THE PROPERTY 4 TOILET Roots 1 WALL ELEVATIONS w 5 TOILET ACCESSORIES AND FIXTURES MACRK£NZIE AND ARE NOT TO BE USED I 0 REPRODUCED IN ANY MANNER, A51 ROOM 002 1/4"--,--1 -0 w A51 MOUNTING HEIGHTS AND DIMENSIONS -1/4-"=V-0" •=-.1WITHOUT PRIOR WRITTEN PERMISSION I•- I 1 REVISIONS: z Z5F REVISIONS REVISION DELTA IST CLOSING DATE 012 SKEE 1 . EN PROGRESS I I I I I 0 1• \ CO 1 \ _ 0 0 \ � p0 CO 111 • . . \ \ I I 1 �� SHEET TITLE: I0cc I I Q 011111) 0 • ENLARGED TOILET I � °' 0 ROOM FLOOR PLAN, �, !J o 0 !et e - c wr ©4 _ / DETAILS, 0 Q ELEVATIONS AND w NOTES cc ---WIN - wwwlIl lei • • \ \ I I 0 NORTH O WEST 0 SOUTH 0 EAST DRAWN BY: CGC, JAW 0 NORTH 0 WEST 0 SOUTH LCEASTCHECKED BY: MRT, AJ5 SHEET: ci0 s SHOWER ELEVATIONS v 7 TOILET ROOM 2 WALL ELEVATIONS . 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REVISION DELTA w THIS CLOSING DATE a o SHEET 1 DEMO REFLECTED CEILING PLAN1 t• • IN PROGRESS A6.1 1/8"_1t-0» I I t i I 1 I I SHEET TITLE: DEMO REFLECTED CEILING PLAN GENERAL NOTES LEGEND A. DEMO CEILING IMPROVEMENTS AS SHOWN B. RETAIN ALL FIXTURES FOR CONSTRUCTION PHASE IF IN PROPER WORKING ORDER _ �► i i I r r .---1 2 X 4 FLUOR. T-8 3 TUBE FIXTURE ` ' r% SUPPLY DIFFUSER EXISTING SUSPENDED CEILING AND CLEAN i--J PARABOLIC `1" `fi 1 TO BE REMOVED LENS1---t• -t -t RETURN DUCT • RECESSED COMPACT FLUORESCENT FIXTURE fir EXHAUST FAN , EXISTING SUSPENDED CEILING t RESTROOM BAR LIGHT 2X2 SPRINKLER HEAD , : _ DRAWN BY: CGC, JAW ► t PEERLESS CRW1-2 54TSH0 SPR 277 . TILEIIIII1 .. , • . . EXISTING GYP BOARD CEILING . 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REVISIONS: SIZE & GAGE TO MATCH METAL STUD 5 CEILING JOISTS. LOCATE IN EVERY vsC REVISIONS REVISION DELTA i- TEAS CLOSING DATE 6TH SPACE FOR STUDS CO 16” oc & c�❑ SHEET1 REFLECTED CEILING PLAN © EACH END OF WALL. ...ik 1 IN PROGRESS A6.2 �/�„=1' 0” NOTE: CEILING JOIST MAX SPANS ►VPIPPIOIL. 1 600S137-33 METAL STUD CEILING JOIST @I 16" oc MAX SPAN 17'-6" '� I WI 200050-54 U-CHANNEL AT MIDSPAN 362S125-18 METAL STUD CEILING JOIST CD 16" oc MAX SPAN 7'-9" 1 , } 3625137--33 METAL STUD CEILING JOIST Nillio. CO 16" oc MAX SPAN 10'--8" �� , , SHEET TITLE: METAL STUD CEILING JOIST1111111Soloo. 'IF- 111110k REFLECTED CEILING GENERAL NOTES LEGEND SEE MAX SPAN NOTE ABOVE i PLAN U-CHANNEL A. REPLACE ALL EXISTING CEILING TILES W/NEW CEILING TILES THROUGHOUT AS REQ'D �i�5 B. INSTALL NEW / RELOCATED LIGHT FIXTURES AS SHOWN c '� MM 2 X 4 FLUOR. T-8 3 TUBE FIXTURE ► SUPPLY DIFFUSER '.;S � NEW SUSPENDED CEILING (SEE C. ADJUST SPRINKLERS PER CODE i�J PARABOLIC LENS = ti M PLAN FOR HT.) D. CLEAN / REPLACE ALL HVAC DIFFUSERS AS NEEDED ® RETURN DUCT E. RELAMP ALL EXISTING FIXTURES TO REMAIN AS NEEDED p LITHONIA 2BLT2 LED FIXTURE lt EXISTING SUSPENDED CEILING Illtio;44‘. F. TUNE UP EXISTING GRID TO REMAIN TO WITHIN 0.5 INCHES OF LEVEL. BENT OR I�'''1 OCC - OCCUPANCY SENSOR ® EXHAUST FAN #10 SMS AS SHOWN, ' ' DAMAGED T-BAR TO BE REPLACED, RECESSED LED DOWN LIGHT (TYP.) 2x2 SPRINKLER HEAD .}'�",`',i 'J��s, NEW GYP BOARD CEILING SEE SPECS DRAWN BY: CGC, JAW All •1 T x•, :!'; y,, y. f,,1:: lf„',...fl.'.ti 96” GYP BD SEE CHECKED BY: AJS PENDANT LED FIXTURE ' • EXISTING GYP BOARD CEILING REFLECTED CEILING , I KEYNOTES EXISTING RECESSED COMPACT 0 EXIT SIGN! (LED RED) �° � ° PLANS FOR HEIGHTS • SHEET: • FLUORESCENT FIXTURE Mt HORN/STROBE. FIRE ALARM AFF 1. ALIGN FACE OF SOFFIT TO CASEWORK BELOW r RESTROOM BAR LIGHT PEERLESS (WALL MOUNT) 2 CEILING JOIST FRAMING . CRW7L 277 0 HORN/STROBE FIRE ALARM A6.2 METAL .STUDS WITH MIDSPAN SUPPORT AND BLOCKINGNO .SCALE ., # STANDARD SWITCH 2 (CEILING MOUNT) 0 p SMOKE DETECTOR (10 OCCUPANCY SWITCH , , 0 CEILING OCCUPANCY SENSOR JOB NO. 2160267.04 ram nprzn nr„ f, fir” per.: ni Mr) /17 • . "MI FLOOR OR ROOF STRUCTURE / 'k POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 BERC 2 --� •--W-� ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 CLIP 8" MAX. �— �— Architecture m Interiors SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT � LIMITING WALL HEIGHT TABLE STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER ,� �iTERI4R NUN STRUCTURAL COMPOSITE WALLS L/240 @ 5psf Planning ga Engineering AG.ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS s'\3� STUD BRACING, SEE 4/A8.1 FOR DETAILS WITHIN 8" OF PERIMETER �-'' _J DESIGNATION SPACING MAX. WALL' HEIGHT — LATERAL BRACING WITH APPROVED VERTICAL ° , ° 0. REMOVE EXISTING TILES 362S125-18 24" 13'-5" ,4—. COMPRESSION STRUT AT 12'-0" OC EA WAY g�' .. .. i AS REQUIRED 362S125-18 16" 14'-4" COUNTERSLOPE HANGERS IF MORE THAN is 6 OUT OF PLUMB ° yPortland,OR .n° 362S162-33 16" 16'-5" 503.224.9560 I "ATTACHED 362S162-43 16" 18'--0" Vancouver,WA ' ' WALL" ° k ° 360.555.7879 ° I 600S162-33 16" 24'-6" Seattle,WA CO y •CEJUNGEDGE AT WALL NTS �,�� l_ _ M_ µ �R NUN COMPOSITE WALLS NOTE: FOR UNATTACHED WALLS PROVIDE A 1/2" - -- WIT[••! CERAA�C TLE FACING L/360 @ 5psf www.mcknze.com 0TO 3 4" GAP BETWEEN EDGE OF ANGLE AND CLIP -- DO NOT SCREW BERC 2 CLIP TO TRACK - DESIGNATION SPACING MAX, WALL HEIGHT MAC C E N Z I E. SAT CEILING l S ,' .' 0 362S125-18 16" -�2'-4" DESIGN DRIVEN I C�WERT FocLuD TABLE MAX. LENGTH ' • CROSS RUNNERS FIT BETWEEN MAIN RUNNERSw 362S125-33 16" 14'-3" 1/2" DIA CONDUIT (EMT) 5'-10" 5/8 GYP BD ---•-� MAIN RUNNERS AT 4 .0 OC B/SOFFIT SUPPORT WITH #12 WIRE AT 4'-0" OC OR 3/4 DIA CONDUIT (EMT) 7 -8„ EACH SIDE <' 7-8" 6'-0" MAX 1" DIA CONDUIT (EMT) 9'-9 1 WITH #10 WIRE AT 5`-0" OC EA WAY —11/— SGL 162S125-33 MTL STUD i2'-0" 4. LATERALLY BRACE MAIN RUNNER TO (1-5/8"x2OGA) FASTEN TO WALL , ATTACH STUD TRACK THROUGH GRID NOTE: STRUCTURE AT 12'-O" OC EA WAY. BACK TO BACK 1625125-33 15'-O" •.. TO BRACE ABOVE WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH ' 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-O" O.C. MAX. • ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS (1-5/8"x2OGA) K 5 CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 2505125-33 MTL STUD 13'-6" APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF (2-1/2"x2OGA) MTL. STUDS �''' ' EXISTING NON-BEARING WALL ao W CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG BACK TO BACK .2503125-33 15'-0" .. r f` WIRES TO HAVE A 200# CAPACITY. STRUCTURE. TRAPEZE DUCT WORK MTL STUDS (2-1/2"x2OGA) IE z PAGrUST. AND OTHER LARGE OBSTRUCTIONS wL.L. .Vs f%c:R Realty i sE is ,:L P. SUSPENDED CEILING BRACING Z (2 '\ SOFFIT SECTION „ , 3 WALL HEIGHT TABLE A8'1 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS U A81 1 1/2 =1 -O -4 A8.1 3 THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. 12'-O" A.F.F. ATTACH STUD TRACK BRAE ABOVE TO 7a METAL DECK AS OCCURS ti v • '�11111 . � GYP BD PARTITION SEE PLAN -SOUND ATTENUATION BATT Project SUSPENDED CCG " ©EFLECTION SPACE AT ALL WALLS, TVP. } ASSEMBLY4. (DO NOT FASTEN STUDS 8005200-54 METAL STUDS I ORTHOPEDICS NW OR GYP BD TO RUNNER) 0 24 O.C. WITH r�I�t�Mt��►.w�► nr �i�AM PM E I III. BLOCKING C 4'-0" O.C. LINE OF SILL AS OCCURS TENANT IMPROVEMENT ��`�.�����45' �. Via, ; - w�.r. .- L�.� rM�rV�ri�rN !—�It j WI' I \i" MIN. . CUT TILE FOR TIGHT 1 METAL STUD BRACING z CONT 18 GA METAL ' TO FLOOR STRUCTURE AT 8'-0" g ' FASTENED TO DECK AT 2'-0 ALUMINUM TRIM PIECE "CIE" FIT AT WALLS OC STAGGERED W W/ 1 RETURNS, FINISH .ODIC 1 CASING BEAD OC Wr (2) # SHEET METAL 1111. 10' I TO MATCH WINDOW FRAMES 15755 SW SEQUOIA PKW USG 200-A ( � I SCREWS AT EACH END. STUD SIZING 14100044....ok FASTEN RUNNER TOR = (ANODIZED BUILDING PORTLAND, OREGON ' PER SPAN TABLE. BRACING TO BE GYP BDAT 2'-0" OC I S.A.T , SOUND ATTENUATION ii SEE 1/A6.1 • W STANDARD) PROVIDED WHERE DISTANCE BETWEEN EA SIDE € AT ALL NEW WALLS, TYP. j j Fillh i PERPENDICULAR INTERSECTING WALLS SOUND BATT INSULATION AS OCCURS SATAGO :r -- �I'' ,-;,. i OR HORIZONTAL BRACING BETWEEN J�' TYP AT DEMISING WALL BOTTOM TRACK TO FINISH I NEOPRENE SEAL } glliz[I..,;;�c� , won. WALLS EXCEEDS 8'-0" OC METAL STUDS SEE WALL HEIGHT GYP BD EACH SIDE 1 j FLOOR WITH POWDER DRIVEN ' • � ' TABLE FOR GAUGE AND SPACING ANCHORS AT 4'-0" OC ; . GYP BD EA SIDE I Ielpill METAL STUDS SEE WALL HEIGHT .� 3 1/2 METAL STUDS - C TABLE FOR GAUGE AND SPACING ' PER 1 Ai.1>t BASE AS OCCURS; SEE 1 .ir, CONT ACOUSTIC SEALAKT / Q 11111FINISH PLAN11.11111.11111 lkf.:.'''',',.iulog6F.,),3.5f.1.1:4):-.::0‘,N_.$;•:::',' 2c: ill 1 CONT ACOUSTIC SEALANT -; EA SIDE AGAINST TRAC STOREFRONT GLAZING EA SIDE AGAINST TRACK ^w NO SEALANT AT SIM GONG I NO SEALANT AT SIM COND r ! SYSTEM 1/2" JJ I „ �•I CONCRETE SLAB MAX ,,,1 - �«,c 1/2 MAX MINI ` ar,rrdm :.� BOTTOM TRACK TO FINISH CUT TAPER OFF GYP BD BOTTOM TRACK TO FINISH CONCRETE SLAB FLOOR W/ POWDER DRIVEN CONCRETE FLOOR W/ POWDER DRIVEN I AT WALLS WHICH RECEIVE I ANCHORS AT 4'-O" OC U FLAT BASE -I ALLY RIGHTS RESERVED IX,,NON—BEARING WALL z 5 GYP IBD PARTITION at METAL DECK HEIGHT WALL WALL AT EXTERIOR MULLION MTHESE ACKENZ£ ND AR£NOT TO gip U5Ed -I OR REPRODUCED IN ANY MANNER, A8.1 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" ¢ A8.1 3"=1'-0" Q C9PARTIAL AT FLOOR AND SUSPENDED CEILING 3"=V-01' ¢ A8.1 .311=1'-0" Q WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: Di< REVISIONS REVISION DELTA EIS THIS CLOSING DAIS - r01 SOUND ATTENUATION BATT �� � 1 /11111111 lel WALL AS OCCURS AS OCCURS 1 , IN PROGRESS VI GYP BD WALL AS OCCURS SOUND ATTENUATION BATT SOUND BATT AS OCCURS - _.- - �� METAL DOOR FRAME TO WI AS OCCURS -� � � } GYP BD . re.,.. .: '. - .41 -:. ''-- lib MATCH BUILDING STANDARD = GYP 8D WALL AS OCCURS _....ii .� `� DBL STUD AT JAMB TYP1 DOUBLE STUD AT JAMB, TYP • !ILA ,... SHEET TITLE: M-2.11.111111111111!"""spiri I .: M DOUBLE STUD AT JAMB, TYP _* DETAILS illi ' lilt TIMELY HOLLOW MTL KNOCKDOWN LOW-IMPACT LIGHTWEIGHT illI[ FRAME; MATCH BLDG STD DOUBLE ACTION SWING DOOR TIMELY FRAME; W/VISION PANEL . 1 7 MATCH BLDG STD7 DOOR FRAMEM SEE MFGR. _LIM SIDE LIGHT AS OCCURS : _ . it ir ifI . , i ___•,.. WITH 1 4" TEMPERED GLASS .1I � SIDE LIGHT AS OCCURS DRAWN BY: CGC, JAW !I..� WITH 1/4 TEMP GLASS . Li " "iI ILJI CHECKED BY: MRT, AJS twt Z SHEET: f111‘161.111 �� z 8 TYP INTERIOR RECITE w 9 TYP INTERIOR DOOR �o TYP INTERIOR DOOR DOUBLE ACTION DOOR m cx A8.1 HEAD SIMILAR 3"=1'-0" w A8.1 HEAD SIMILAR 3"=1'-0" o A8.1 JAMB SIMILAR 3" -O"=1 o A8. HEAD SIMILAR 3"=1'-0" o A8.1 o: © o Q I , • JOB NO. . 2160267.04