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BUP2021 -00261 OFFICE COPY 4. RE( LVED SOD ARC OC1 2021 f`nAR�AIi KIERSEY CITY UARO a C BUILD; )VISION i7 o 'nPORTLAND7OR �No. 0' qTSCHOLLS BUSINESS CENTER BUILDING S 4' OF ORT IA liTM -- PROJECT LOCATION St '� 3 AREA OF WORK • • • rt nCU. N 5��n9 SW-Wockman St a SHEET INDEX 'r/rvrawe� :eenr;a; a r a o 38 NORTHWEST DAVIS, SUITE 300 sw Tt�oe. aa,k des PORTLAND, OR 97209 a 3 a I AO.00 COVER SHEET 503.245.7100 AO.01 PROJECT NOTES ,a 4 u 1505 5TH AVE, SUITE 300 z s � A0.05 ACCESSIBILITY -ns Or Q N " H a sw eo da s St AO.06 ACCESSIBILITY SEATTLE, WA 98101 206.576.1600 N A0.10 FIRE AND LIFE SAFETY PLAN 1014 HOWARD STREET „E sw Lehmann St Meds I AO.20 INTERIOR WALL ASSEMBLIES&WALL DETAILS ret.-, Pait Conestoga or K.- sw corm St sw i SAN FRANCISCO, CA 94103 A2.00 FLOOR PLAN o° `$ A3.00 REFLECTED CEILING PLAN 415.252.7063 Nae rn 4ashmgmnsgua Rtl sw Locust St a A4.00 FINISH PLAN C ANKROM MOISAN ARCHITECTS, INC. A5.00 ENLARGED PLAN & INTERIOR ELEVATIONS Ea SW 5 Sw p10nCCr Ln 8 e A6.00 CASEWORK DETAILS � swOak st $ Ll H A6.01 INTERIOR DETAILS F .'^. Enakwnod D m Park 5 3 A7.00 DOOR LEGEND&SCHEDULE g Lo .[ N SW sPnnq`" sw shady InIT OFFICE COPY c n ,p ,g�Bagan Park 3 a, SN!Cuttorn a ;o . . CMOFTIGAM 1����:'ijy D FOR CODB COI�>Pi fake Or �' 3 -. u pro" SW No Dakota St sVJ North Dakota s[ p� • p OTQ dcan.'.er S q a' SW f+fafFle 5 - a 9 NFeeiotc*y L3c�r.�ac�a / —on d6 / P,ry Sw Summer St �".e� ♦4 w $ 5� Is V Wintedak, + �1 - SW 1'gard St m IJLwo �Iw t I 1)p YVa d-rd f! tk�Pcrk P`4m a NBig Dam Grze �', r Q \ O a SW Kathenne St SW Kathennest 4 F9c ,r,od and Z,kV Pet - r a st W VICINITY MAP. 1 KEY PLAN w N TRUE PROJECT V1 Z z W p V Ln GENERAL SYMBOLS SCOPE OF WORK ADA UPGRADES SUMMARY DEFERRED SUBMITTALS w LLJ m N TENANT IMPROVEMENT SUITE, DEMOLITION OF INTERIOR WALLS ANDN 447.241 STANDARDS FOR RENOVATION,ALTERATION OR MODIFICATION OF ELECTRICAL TAGS INTERIOR DOORS FOR REFERENCE ONLY IN THIS PERMIT. LU CERTAIN BUILDINGS; BARRIER REMOVAL IMPROVEMENT PLAN. 101 DOOR NUMBER EXISTING CEILING AND LIGHT FIXTURES TO REMAIN FOR MAJORITY OF OFFICE. MECHANICAL D tQ O Y MINOR RELOCATING EXISTING LIGHT FIXTURES AS REQUIRED. NEW INTERIOR IN CHOOSING WHICH ACCESSIBLE ELEMENTS TO PROVIDE UNDER THIS SECTION, PRIORITY SHALL BE GIVEN TO THOSE ELEMENTS THAT WILL PROVIDE THE PLUMBING WALLS, RECITES, DOORS,AND FLOORING TO BE INSTALLED. GREATEST ACCESS. ELEMENTS SHALL BE PROVIDED IN THE FOLLOWING ORDER: m LLJ � w j O KEYNOTE NUMBER V) 2 l7— FIRE SPRINKLER _ Q A. PARKING; J z W A REVISION NUMBER BUILDING INFORMATION. EXISTING PROJECT SITE COMPLIES, NO PROPOSED IMPROVEMENTS. FIRE ALARMS O > L-1 Z DESCRIPTIONV) LL B. AN ACCESSIBLE ENTRANCE; T LI) W APPLICABLE CODE(5): EXISTING PROJECT SITE COMPLIES, NO PROPOSED IMPROVEMENTS. ` 'L <3> t WINDOW TYPE BUILDING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE PROJECT T EA M V O O ELECTRICAL CODE: 2021 OREGON ELECTRICAL SPECIALTY CODE C. AN ACCESSIBLE ROUTE TO THE ALTERED AREA; V) CL 0] MECHANICAL CODE: 2019 OREGON MECHANICAL SPECIALTY CODE EXISTING PROJECT SITE COMPLIES, NO PROPOSED IMPROVEMENTS. 1 SIM PLUMBING CODE: 2021 OREGON PLUMBING SPECIALTY CODE BUILDING ADDRESS 10565 SW NIBUS AVENUE, BUILDING S INTERIOR ELEVATION FIRE CODE: 2019 OREGON FIRE CODE D. AT LEAST ONE ACCESSIBLE RESTROOM FOR EACH SEX ORA SINGLE PORTLAND, OREGON 97223 A6.01 ENERGY CODE: 2021 OREGON ENERGY SPECIALTY CODE UNISEX RESTROOM; REVISION DATE REASON FOR ISSUE ACCESSIBILITY CODES: ICC Al 17.1-2009 EXISTING PROJECTSITE COMPLIES,AND NEW RR TO BEADA COMPLIANT. OWNER/LANDLORD KG INVESTMENTS - --- SIM 2010 ADA STANDARDS 10240 SW NIMBUS AVENUE, SUITE L3 E. ACCESSIBLE TELEPHONES; PORTLAND, OREGON 97223 1 DETAIL N/A CONTACT: MELANIE COLE SMITH A101 PHONE: 503.598.9980 EXISTING PROPOSED F. ACCESSIBLE DRINKING FOUNTAINS;AND CELL: 503.705.9364 ASSEMBLY TYPE N/A - WALL ASSEMBLY CONSTRUCTION TYPE: V-B NO CHANGE NOMINAL CORE WIDTH ARCHITECT ANKROM MOISAN ARCHITECTS, INC. G. WHEN POSSIBLE,ADDITIONAL ACCESSIBLE ELEMENTS SUCH AS STORAGE 38 NORTHWEST DAVIS, SUITE 300 TOP/BASE CONFIGURATION SPRINKLERED: Y Y AND ALARMS. PORTLAND, OR 97209 CEILING HEIGHT BUILDING STORIES(ABOVE 1 FLOORS NO CHANGE EXISTING PROJECT SITE COMPLIES, NO PROPOSED IMPROVEMENTS. PHONE: 503.245.7100 FAX: 503.245.7710 GRADE): Room NameCONTACT: AMA REBECCA BROCK BUILDING STORIES(BELOW 0 FLOORS NO CHANGE PHONE: 503.892.8373 101 I ROOM GRADE): TENANT BIGLEAF NETWORKS Y BUILDING OCCUPANCY: B, S NO CHANGE CONTACT:JOEL MULKEY PHONE: 503.985.6964 z" SYMBOLS TENANT IMPROVEMENT 11,216 USF NO CHANGE AREA: ADA UPGRADES COST CONTRACTOR KIRBY NAGELHOUT CONSTRUCTION cu - - A GRID OCCUPANT LOAD FOR 112 225 TOTAL COST OF CONSTRUCTION: $325,000 10180 SW NIMBUS AVE, BLDG.J COVER SHEET SUITE J-3 o TENANTIMPROVEMENT: CONTACT:TBD 0 25%OF TOTAL COST REQUIRED FOR ADA UPGRADES: $81,250 PHONE: 503.530.8420 NORTH ARROWS CCB#:95590 N ADA UPGRADES Y 1. BREAKROOM-CASEWORK&ADA COMPLIANT PLUMBING FIXTURES 3 }TRUE PROJECT 2. NEW ADA COMPLIANT UNISEX RR CODE INFORMATION NOTES PERMIT SET Z Y###'-##" ELEVATION DATUM 3. MEN &WOMEN'S RESTROOMS - 18"H VERTICAL GRAB BARS 4. NEW DOORS WITH ADA COMPLIANT DOOR HARDWARE m 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH TOTAL COST OF ADA UPGRADES: $49,000 VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT o APPLICABLE CODE(S). BASED ON CONSTRUCTION on DOCUMENTS AND OTHER DATE PROJECT NUMBER v DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM 10/25/2021 214670 G REQUIRING THE CORRECTION SHEET NUMBER 'o OF ERRORS,OSSC 105.4 g, U co PROJECT NOTES ABBREVIATIONS ABBREVIATION TERM MARIAN KIERS'E N GENERAL REQUIREMENTS FIRE PROTECTION WORKMANSHIP INTERIOR WALLS a N AN AUDIOVISUAL P`�RND`OR 0 1. THESE DRAWINGS ARE THE PROPERTY OFANKROM MOISAN ARCHITECTS 1. PROVIDE DRAWINGS INDICATING: 1. PROVIDE ALL WORK LISTED, SHOWN, OR IMPLIED ON CONSTRUCTION 1. WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE-TREATED. AND SHALL NOT BE COPIED OR REUSED FOR ANY OTHER PROJECT. A. LAYOUT, LOCATION,AND SIZE OF SPRINKLER LINES AND HEADS DOCUMENTS UNLESS NOTED OTHERWISE. 2. CONCEALED WOOD USED IN TYPE I AND TYPE II CONSTRUCTION SHALL BE ACT ACOUSTICAL CEILING TILE �j, No. 509_ 2. REFER TO BUILDING MANUAL FOR REQUIREMENTS AND SPECIFICATIONS B. PRESSURE REQUIREMENTS 2. CONFORM TO LANDLORD'S BUILDING STANDARD DETAILS, UNLESS FIRE RETARDANT TREATED. AFF ABOVE FINISH FLOORa 4 (IF APPLICABLE). C. SPRINKLER HEAD SPECIFICATIONS NOTED OTHERWISE. 3. FASTENERS IN CONTACT WITH TREATED WOOD SHALL BE CORROSION ALUM ALUMINUM 9f O 01"u 3. VERIFY SITE CONDITIONS AND REPORT ANY DISCREPANCIES TO THE D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 3. EXCEPT WHERE REUSE IS NOTED,ALL MATERIALS, EQUIPMENTAND RESISTANT. ARCH ARCHITECTURAL ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 2. VERIFY EXTENT OF EXISTING NFPA 13 FIRE SPRINKLER SYSTEM. EXISTING APPLIANCES USED IN THE WORK SHALL BE NEW. 4. PROVIDE BLOCKING OR OTHER CONCEALED SUPPORTS WITHIN WALLS AS BD BOARD 4. CARE HAS BEEN TAKEN TO DOCUMENT EXISTING CONSTRUCTION AND NEW WORK SHALL INCLUDE QUICK RESPONSE HEADS IN 4. EXERCISE CARE WHERE NEW WALL CONSTRUCTION ABUTS, INTERSECTS REQUIRED FOR HANDRAILS, CASEWORK, GRAB BARS,ARTWORK, BLDG BUILDING CONDITIONS. HOWEVER, FIELD CONDITIONS AND HIDDEN CONDITIONS CONFORMANCE WITH APPLICABLE CODES AND STANDARDS. OR JOINS EXISTING ADJACENT CONSTRUCTION. MAINTAIN FIRE AND SHELVING,AND OTHER APPLIED WALL MOUNTED FIXTURES, FINISHES OR BOT/BTM BOTTOM MAY DIFFER AND POSE POTENTIAL CONFLICTS WITH THE DRAWINGS. ACOUSTIC ASSEMBLY INTEGRITY WHERE NEW WALLS ABUT, INTERSECT, EQUIPMENT, FAILURE TO REPORT DISCREPANCIES OR CONFLICTS TO ARCHITECT PRIOR OR JOIN EXISTING. 5. MAXIMUM STUD SPACING IS 24 INCHES ON CENTER UNLESS NOTED CAB CABINET TO PERFORMING WORK MAY LEAD TO WORK IN QUESTION BEING HEATING, VENTILATION, AND AIR CONDITIONING 5. PATCH, REPAIR,AND OTHERWISE RESTORE EXISTING MATERIALS, OTHERWISE. MINIMUM STUDS OR FURRING GAUGE IS 25. CG CORNER GUARD IA /t TM REJECTED BY TENANT OR ARCHITECT. EQUIPMENT AND FINISHES TO AS-NEW CONDITION. 6. ADJUST STUD GAUGE AND SPACING TO MEET MANUFACTURER'S CL CENTER LINE 5. WORK SHALL BE PERFORMED PER APPLICABLE CODES AND STANDARDS. 1. INSTALL MECHANICAL SYSTEMS AND EQUIPMENT PER APPLICABLE CODES AND STANDARDS. PUBLISHED SPAN TABLES, SPECIFIED DEFLECTION CRITERIA,AND TO CLG CEILING o o a 6. SEE ACCESSIBILITY SHEET(S) FOR ACCESSIBLE CLEARANCES TO BE SUPPORT ALL APPLIED LOADS FROM: FIXTURES, FURNISHINGS AND CLR CLEAR PROVIDED. 2. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, WARRANTY EQUIPMENT, CASEWORK; GRAB BARS;WALL FINISHES; PRESSURIZATION; LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. COL COLUMN 7. COORDINATE THE WORK OF DELEGATED DESIGNERS WITH THE WORK OF ETC. L415.2522.7063 THWEST DAVIS, SUITE 300 3. CONTRACTOR TO BALANCE HVAC SYSTEM AND PROVIDE BALANCE 1. WARRANT ALL PARTS, LABOR, EQUIPMENT,AND MATERIALS PROVIDED CONC CONCRETE OTHER TRADES. 7. UTILIZE MOISTURE RESISTANT GYPSUM WALLBOARD WHENEVER TILE ND, OR 97209 REPORT AT COMPLETION OF WORK. UNDER THIS CONTRACT FOR A PERIOD OF ONE(1)YEAR AFTER CORR CORRIDOR 8. IF WORK IS TO BE PERFORMED AFTER HOURS, CONTRACTOR TO CONFIRM 4. PROVIDE DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS SUBSTANTIAL COMPLETION. FINISH IS INDICATED OR SCHEDULED. CTR CENTER .7100 WORK REQUIREMENTS WITH TENANT AND BUILDING MANAGEMENT. 8. PROVIDE SMOOTH, LEVEL 4 FINISH AT NEW GYPSUM BOARD WALL INDICATING: SURFACES, PER AWC I STANDARDS.APPLY A DRYWALL PRIMER D/W DISHWASHER A. SIZES AND MATERIALS OF DUCTS H AVE, SUITE 300 SUBMITTALS, SAMPLES. MOCK-UPS, AND SHOP DRAWINGS B. LOCATIONS OF DAMPERS,ACCESS PANELS,AND THERMOSTATS ACOUSTICALLY RATED CONSTRUCTION (SHEETROCK BRAND"FIRST COAT"OR EQUIV.)PRIOR TO FINAL FINISH DEMO DEMOLITION E,WA 98101 C. AIR MOVEMENT REQUIREMENTS COAT TO MINIMIZE SURFACE TEXTURE VARIATIONS. DEPT DEPARTMENT .1600 1. PROTECT AND SEAL PENETRATIONSANDJOINTSATACOUSTICALLYRATED DET DETAIL 1. NO BUILDING COMPONENT SHOWN ON THESE DRAWINGS SHALL BE D. SIZES OF GRILLS AND REGISTERS CONSTRUCTION. MATCH THE ACOUSTICAL RATING OF THE ASSEMBLIES INCORPORATED INTO THE WORK UNTIL SHOP DRAWINGS, SAMPLES 5. CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS DOORS AND HARDWARE DIM DIMENSION WARD STREET (PROVIDE 3), BROCHURES OR OTHER SUBMITTALS CALLED FOR HEREIN AND THERMOSTATS. BEING PENETRATED. DWG DRAWING ANCISCO, CA 94103 HAVE BEEN APPROVED BY THE ARCHITECT.ALLOW(5) BUSINESS DAYS 6. RE-ZONE,ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY 1. PROVIDE AND INSTALL NEW DOORS AND FRAMES PER BUILDING DWR DRAWER .7063FOR REVIEW. BUILDING MANAGEMENT FOR ALTERED SUITE. DIMENSIONS STANDARD UNLESS NOTED OTHERWISE. (E)/EXIST EXISTING OM MOISANARCHITECTS, INC. 2. PROVIDE SHOP DRAWINGS OF THE FOLLOWING ITEMS FOR REVIEW AND 2. SUBMIT HARDWARE SCHEDULE WITH CATALOG CUT SHEETS FOR APPROVAL PRIOR TO FABRICATION: 1. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO ARCHITECT REVIEW. EA EACH A. CASEWORK ELECTRICAL AND LOW VOLTAGE CONSTRUCTION. NOTIFY THE ARCHITECT OF CONFLICTS PRIOR TO 3. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES,TOOLS, ELEC ELECTRICAL B. DESIGN-BUILD SCOPES CONSTRUCTION. AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND ELEV ELEVATOR 1. COMPLETE ELECTRICAL, DATA, COMMUNICATION, LIGHTING,AND 2• DO NOT SCALE THE DRAWINGS.WRITTEN DIMENSIONS GOVERN. C. DOORS, FRAMES AND HARDWARE MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY EMER EMERGENCY D. LIGHTING FIXTURES SECURITY WORK IN ACCORDANCE WITH ALL APPLICABLE CODES.2. CONFORM TO APPLICABLE ENERGY CODE.VERIFY APPROVED ENERGY 3. DO NOT ADJUST CLEAR DIMENSIONS WITHOUT APPROVAL OF THE TO COMPLETE THE WORK,SHALL BE FURNISHED MATCHING IN QUALITY EQ EQUAL E. CARPET SEAMING DIAGRAMS CODE REQUIREMENTS AND ENERGY MANAGEMENT SYSTEM AS PART OF ARCHITECT. AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. EQPT EQUIPMENT 3. SUBMIT SAMPLES FOR THE FOLLOWING ITEMS, BUT NOT LIMITED TO: 4. DIMENSIONS ARE MEASURED FROM CENTERLINE OF STUD UNLESS 4. CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. THE DESIGN BUILD CONTRACT. EW EACH WAY A. PAINT DRAW-DOWNS 3. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OTHERWISE NOTED. PROVIDE TWO(2) KEYS FOR EACH LOCK AND TWO(2) MASTER KEYS FOR EWC ELECTRIC WATER COOLER B. WALL PROTECTION 5. DIMENSIONS NOTED AS'INSIDE CLEAR'ARE MEASURED FROM THE FACE THE SUITE.TAG KEYS WITH ROOM NUMBERS. OPERABLE ELECTRICAL SYSTEM. OF THE DEEPEST PROTRUSION FROM THE WALL SURFACE(CASEWORK, FA FIREALARM C. CARPET 5. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION.ADJUST AND 4. SUBMIT WRITTEN SUBSTITUTION REQUESTS FOR APPROVAL PRIOR TO 4. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES FIXTURE, BASE, HANDRAIL,WAINSCOT,TRIM, ETC.) REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER FD FLOOR DRAIN SHOWN. PROVIDE DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS 6. NOTES TO 'ALIGN' REFER TO FINISHED FACE OF INDICATED SURFACES. PURCHASE OR INSTALLATION OF ANY ITEM.WRITTEN SUBSTITUTION INSTALLATION AND OPERATION. FE FIRE EXTINGUISHER 'FLOOR FLOOR LINE', 'FLOOR,'FLOOR, OR TLOOR LEVEL' REFER TO TOP OF CONCRETE REQUESTS SHALL INCLUDE REASONS FOR SUBSTITUTION PLUS INDICATING: 6. ADJUSTAND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH FEC FIRE EXTINGUISHER CABINET SUFFICIENT INFORMATION REGARDING COST, QUALITY, WARRANTY, A. SWITCHING SLAB OR TOP OF CEMENTITIOUS UNDERLAYMENT. FINISH FLOORING IS DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. B. CIRCUITING FF FINISH FLOOR INSTALLATION,AND ANY OTHER PERTINENT INFORMATION NEEDED BY INSTALLED ABOVE THE FLOOR LINE. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND FIN FINISH C. LIGHTING FIXTURES THE OWNER AND ARCHITECT TO CONFIRM THE SUITABILITY OF THE 8. 'FINISH FLOOR' REFERS TO THE TOP OF FINISH FLOORING. SMOOTHLY. O MATERIAL BEING PROPOSED. D. POWER&DATA DEVICES FIXT FIXTURE 5. ALLOW(5)BUSINESS DAYS FOR REVIEW OF ALL REQUESTS FOR E. EXITSIGNS FLR FLOOR INFORMATION (RFI). F. EMERGENCY LIGHTING WINDOWS FOIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR Lu 5. COORDINATE POWER/DATA, COMMUNICATIONS, FIRE SAFETY DEVICES, CODE COMPLIANCE I_ FOIO FURNISHED BY OWNER INSTALLED BY OWNER AND LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, 1. PROVIDE AND INSTALL NEW GLAZED OPENINGS PER BUILDING STANDARD DELEGATED DESIGN SYSTEM FURNITURE, FINISHES,AND CASEWORK. 1, MAINTAIN REQUIRED COVERAGE FOR ALL EMERGENCY LIGHTING, UNLESS NOTED OTHERWISE. FURRG FURRING to 6. TENANT POWER, DATA, COMMUNICATION AND LIGHTING SHALL BE SPRINKLERS, FIRE DETECTORS,AND FIRE ALARM COMMUNICATION 2. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION.ADJUST AND GA GAUGE L/) 1. DESIGN, FURNISH AND INSTALL THE FOLLOWING WORK ON A DELEGATED SEPARATE FROM OTHER TENANT SPACES OR AS DIRECTED BY BUILDING DEVICES DURING CONSTRUCTION. REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER GD GARBAGE DISPOSAL to DESIGN BUILD BASIS: MANAGEMENT. 2. VERIFY FIRE EXTINGUISHER LOCATIONS WITH THE FIRE MARSHAL. LOCATE INSTALLATION AND OPERATION. GL GLASS Z Z_ A. STRUCTURAL 7. VERIFY EXISTING CONDITIONS. PROVIDE ALTERATIONS TO EMERGENCY FIRE EXTINGUISHERS IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW,AND 3. ADJUSTAND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH GYP GYPSUM W 0 B. METAL STUDS FOR WALLS, SOFFITS AND CEILINGS EXIT LIGHTING AND ACCESS PATHWAY LIGHTING PER APPLICABLE CODES SPACED A MAXIMUM OF 75 FEETAPART MEASURED ALONG PATH OF UNIT TO ENSURE PROPER OPERATION OR FUNCTION. REPLACE UNITSJ C. MECHANICAL HVAC AND STANDARDS. TRAVEL.VERIFY EXTINGUISHER CAPACITY TO PROVIDE NO MORE THAN WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY. HDW HARDWARE V - ONE EXTINGUISHER FOR EVERY 3,000 SQUARE FEET OF FLOOR AREA. D. PLUMBING 8. FIELD REVIEW LOCATION OF ALL WALL MOUNTED POWER AND DATA HR HOUR m E. FIRE PROTECTION BOXES AND MUD RINGS WITH THE TENANT BEFORE INSTALLATION OF 3. PROVIDE SMOKE DETECTORS PER APPLICABLE CODES. HT HEIGHT , F. ELECTRICAL LIGHTING AND POWERLOW VOLTAGE CONDUITS AND WIRING. 4. PROVIDE EXIT SIGNS AND ILLUMINATION IN ACCORDANCE WITH THE PAINT AND STAIN JAN JANITOR W W N G. MODIFICATIONS TO EXISTING FIRE ALARM 9. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT(INCLUDING THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. REFER TO LAM LAMINATE Z ELECTRICAL DRAWINGS FOR MORE INFORMATION. 1. UTILIZE MASTER PAINTERS INSTITUTE(MPI)ARCHITECTURAL PAINTING 2. SUBMIT DELEGATED OR DEFERRED DESIGN ITEMS FOR REVIEW AND TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.)WHEN NOTED ON THE LAV LAVATORY SPECIFICATIONS.APPROVED MPI PRODUCTS TO BE UTILIZED OR PROVIDE W � APPROVAL BY OWNER AND ARCHITECT PRIOR TO CONSTRUCTION. CONSTRUCTION DOCUMENTS. LF LINEAL FEET, LINEAR FOOTAGE V) > 3. PROVIDE DRAWINGS AND SPECIFICATIONS AS REQUIRED BY THE 10. VERIFY EXISTING SWITCHING WITH TENANT AND BUILDING SUBSTITUTION FOR APPROVAL TO ARCHITECT. Q Z N DEMOLITION 2. CONFORM TO THE REQUIREMENTS OF THE"ARCHITECTURAL MDF MEDIUM DENSITY FIBERBOARD D Ln O AUTHORITY HAVING JURISDICTION(AHJ) FOR PERMITTING PURPOSES MANAGEMENT. PROVIDE ALTERATIONS PER DRAWINGS, UNLESS NOTED Y SPECIFICATIONS MANUAL"(AWS) FOR PAINT SYSTEMS. LATEX PAINT:AWS MECH MECHANICAL W ::) 0 � 4. CONFORM WITH THE APPLICABLE BUILDING CODES AND OTHER STATE OTHERWISE. 1. DISMANTLE AND REMOVE ALL ITEMS NOT SCHEDULED TO REMAIN OR TO LL AND LOCAL CODES AS REQUIRED. 11. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE SYSTEM 3-B"CUSTOM"(2 COAT)GRADE LIGHT COLOR PAINT FINISH AND MFR MANUFACTURER m > BE REUSED AS A PART OF NEW CONSTRUCTION. COORDINATE SALVAGE LATEX PAINT:AWS SYSTEM 3-B "CUSTOM"(2 COAT)GRADE DEEP TONE MIN MINIMUM N 2 0 O > 5. INFORMATION FROM OTHER TRADES(STRUCTURAL, MECHANICAL, REQUIRED FOR POWER/DATA DEVICES AND LIGHT FIXTURES. OF MATERIALS/ITEMS WITH BUILDING OWNER. Z W PAINT FINISH ON GYPSUM BOARD SURFACES. J ELECTRICAL, PLUMBING, ETC)ON THESE DRAWINGS IS PROVIDED FOR COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 2. REMOVE ALL UTILITIES(WIRING, CONDUITS,SWITCHES, ELECTRICAL MISC MISCELLANEOUS 0 Z 3. PREPARE ALL PAINTED SURFACES IN STRICT WITH J REFERENCE ONLY.VERIFY REQUIREMENTS OF BUILDING MANAGEMENT 12. PROVIDE MUD RINGS FOR DATAAND COMMUNICATION AS SHOWN ON BOXES, EQUIPMENT, PIPING, FIXTURES, ETC.)AND OTHERMTL METAL LL AND TENANT. THE FLOOR PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF APPURTENANCES FROM EXISTING CONSTRUCTION SCHEDULED FOR MANUFACTURER'S SPECIFICATIONS. O Z < DEMOLITION. q, PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. MW MICROWAVE N WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE _ LrI W BEFORE APPLYING FINISH. NIC NOT IN CONTRACT CONFIGURATION WITH THE TENANT. 3. REMOVE ABANDONED UTILITY FEEDS AND CONDUITS BACK TO THE L(1 J PLUMBING 5. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, NTS NOT TO SCALE U' 13. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS CONNECTION TO THE MAIN SUPPLY. DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOININGAND SHALL BE COORDINATED BY THE BUILDING MANAGER. Ln a m OC ON CENTER 1. INSTALL PLUMBING FIXTURES PER APPLICABLE CODES. FIXTURES AND 4. REMOVE HANGERS, SUPPORTS, BRACES AND OTHER APPURTENANCES OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OH OVERHEAD 14. , FROM WALLS AND CEILINGS SCHEDULED FOR DEMOLITION. APPLIANCES SHALL MEET REQUIREMENTS OF JURISDICTION AND REUSE EXISTING ELECTRICAL OUTLETS WHEREVER PRACTICALUNLESS OVERLAPPING. LICENSING AGENCIES. NOTED OTHERWISE. 5. REMOVE EXISTING FLOOR FINISH THROUGHOUTTHE WORKAREA, EXCEPTOPNG OPENING 6. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN,VARNISH, 2. FIXTURE CLEARANCES, MOUNTING HEIGHTS AND CONTROLS SHALL 15. PROVIDE NEW ELECTRICAL OUTLETS PER FLOOR PLAN. AS NOTED. PTN PARTITION ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT COMPLY WITH ADA. 16. MOUNT NEW ELECTRICAL DEVICES AT HEIGHTS CONFORMING TO ADA. 6. CONDUCT DEMOLITION TO AVOID DAMAGE TO EXISTING BUILDING SPECIFIED TO RECEIVE SAME. RCP REFLECTED CEILING PLAN REVISIONDATE 1 REASON FOR ISSUE 3. PROVIDE SUPPLY,WASTE AND VENT LINES,VALVES, FITTINGS, ETC. 17. GANG MULTIPLE DEVICES WHERE THEY OCCUR IN A SINGLE LOCATION. SHELL/STRUCTURE. CEASE OPERATION AND NOTIFY OWNER 7. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION REF REFERENCE REQUIRED FOR PLUMBING FIXTURES, MECHANICAL FIXTURES AND 18. BACK-TO-BACK ELECTRICAL DEVICES ARE NOT PERMITTED. OFFSET IMMEDIATELY IF SHELL/STRUCTURE APPEARS TO BE IN DANGER. DO NOT OF WORK BY OTHER TRADES. REFR REFRIGERATOR APPLIANCES, ETC. ELECTRICAL DEVICES AT LEAST ONE STUD BAY MINIMUM AS REQUIRED REMOVE ANY STRUCTURAL ELEMENTS WITHOUT PRIOR DIRECTION AND RR REST ROOM 4. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER FOR ACOUSTICAL CONTROL. AUTHORIZATION BY A STRUCTURAL ENGINEER. 19. PROVIDE GFI OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM 7• PORTIONS OF WALLS SCHEDULED TO REMAIN MAY BE DEMOLISHED AND CASEWORK SCHED SCHEDULE BUILDING STANDARD, UNLESS OTHERWISE NOTED. SINKSSD SOAP DISPENSER WI 5. PROVIDE HOTAND COLD WATER TO SINKS/DISHWASHERS AS REPLACED WITH NEW THE CONTRACTOR'S OPTION PROVIDED APPLICABLE. 20. COORDINATE CONSTRUCTION SCHEDULE WITH FURNITURE VENDOR FOR QUALITY IS ACHIEVED WITHIN PROJECT BUDGET. 1. NEW CASEWORK AND MILLWORK SHALL BE CONSTRUCTED TO AWI SHWR SHOWER 6. INSTALL NEW WATER HEATERS WITH DRIP PAN CONNECTED TO WASTE THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW 8, PATCH, RESTORE, OR OTHERWISE RECONSTRUCT AREAS DAMAGED OR "PREMIUM"STANDARDS, UNLESS NOTED OTHERWISE. SIM SIMILAR LINE.VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND FURNITURE. EXPOSED DURING DEMOLITION TO MATCH ADJACENT SURFACES. 2• CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL SS STAINLESS STEEL INSPECTORS. 21. COORDINATE LOCATION OF ELECTRICAL DEVICES WITH FURNITURE 9• RELOCATE OR DEMO EXISTING LOUDSPEAKERS, SMOKE DETECTORS,AND CABINET PULLS,AND CONCEALED DOOR HINGES,SHELF HARDWARE,AND STD STANDARD VENDOR. MOTION DETECTORS AS NECESSARY. GC TO CONFIRM NEW LOCATION OTHER REQUIRED ITEMS, UNLESS NOTED OTHERWISE IN 22. COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO WITH BUILDING OWNER AND TENANT PRIOR TO DEMOLITION. ELEVATIONS/DETAILS OR PER BUILDING STANDARD STL STEEL INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING10. RELOCATE EXISTING HVAC OR SPRINKLER HEADS IMPEDING ON NEW 3. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED STOR STORAGE LOCATIONS,J -BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED WALL CONSTRUCTION. FOLLOW NECESSARY CODES AND REGULATIONS. FROM WILSONART, NEVAMAR,AND FORMICA, UNLESS NOTED STR STAIR, STAIRS u REQUIREMENTS. OTHERWISE. LAMINATE TO BE GENERAL-PURPOSE GRADE.050-INCH TEL TELEPHONE a 23. REUSE ALL EXISTING BUILDING STANDARD LIGHTING FIXTURES AS HORIZONTAL AND .030-INCH VERTICAL. THK THICK N PRACTICAL, IN ACCORDANCE WITH REFLECTED CEILING PLANS AND TO FIRE RATED CONSTRUCTION 4. PROVIDE WHITE POLYESTER OVERLAY INTERIOR CABINET SURFACES AND TYP TYPICAL i MEET ENERGY CODE REQUIREMENTS. PROVIDE NEW LAMPS AND REPLACE SHELVES, UNLESS NOTED OTHERWISE. LINO UNLESS NOTED OTHERWISE FAULTY BALLASTS. 1. PROTECTAND SEAL PENETRATIONS AND JOINTS AT FIRE RATED 5. FINISH SHELF WITH VINYL SHELF EDGING, UNLESS NOTED OTHERWISE. (u CONSTRUCTION. MATCH THE FIRE-RESISTIVE RATING OF THE ASSEMBLIES VERT VERTICAL Z BEING PENETRATED. CONFORM TO THE REQUIREMENTS OF THE VFY VERIFY v PROTECTION AND CLEANING AUTHORITY HAVING JURISDICTION. SIGNAGE VIF VERIFY IN FIELD PROJECT NOTES m 2. FIRE RATED ASSEMBLIES: SEALJOINTS, PENETRATIONS, AND 1. PROVIDE SIGNAGE AT EACH EXIT ACCESS DOORWAY AND AT EXIT VNR VENEER d 1. PROVIDE SUITABLE BARRIERS TO CONTROL DUSTAND DEBRIS,AND TO N INTERSECTIONS WITH FIRE CAULKING W/ WITH o PROTECT PASSERS-BY DURING CONSTRUCTION. REMOVE TEMPORARY DISCHARGE IN ACCORDANCE WITH THE REQUIREMENTS OF APPLICABLE 3. RECESSED DEVICES WITH FIRE PROTECTIVE COVERINGS SHALL MEET BARRIERS AT COMPLETION OF CONSTRUCTION AND RESTORE THE REQUIREMENTS OF THE LISTING SOURCE. INSTALL ALL MATERIALS IN CODES AND STANDARDS. W/H WATER HEATER AFFECTED AREAS TO THEIR PRE-CONSTRUCTION CONDITION STRICT ACCORDANCE WITH THE PUBLISHED REQUIREMENTS OF THE 2• PROVIDE CODE-REQUIRED'IN CASE OF FIRE...'SIGNAGE AT ELEVATOR W/O WITHOUT 2. MAINTAIN THE PREMISES AND THE JOBSITE IN A NEAT, ORDERLY LISTING SOURCE, INCLUDING BUT NOT LIMITED TO:STUD GAGE AND CALL STATIONS-SEE INTERIOR ELEVATIONS. WC WATER CLOSET wO CONDITION.AT THE END OF EACH WORK DAY LEAVE THE SITE FREE FROM SPACING, FASTENER SIZE AND SPACING, ORIENTATION OF GYPSUM 3. PERMANENTLY IDENTIFY FIRE RATED CONSTRUCTION CONCEALED BY WD WOOD PERMIT S ET ACCUMULATED WASTE MATERIALS AND RUBBISH. REMOVE CRATES, WALLBOARD, OFFSETS OFJOINTS BETWEEN ADJACENT LAYERS OR ACCESSIBLE FLOORS OR CEILINGS AS REQUIRED BY APPLICABLE CODES z CARTONS,AND OTHER FLAMMABLE WASTE MATERIALS OR TRASH FROM OPPOSITE SIDES OF WALL, BRIDGING,AND CROSS BRACING. AND STANDARDS. THE WORK AREA ATTHE END OF EACH WORKING DAY. 4. PROVIDE SIGNAGE ABOVE THE MAIN EXIT DOOR: "THIS DOOR TO REMAIN m 3. CLEAN PIPE AND DUCT SHAFTS, CHASES, FURRED SPACES,AND SIMILAR UNLOCKED WHEN BUILDING IS OCCUPIED"AS REQUIRED BY APPLICABLE SPACES,AND LEAVE THEM FREE OF RUBBISH, LOOSE PLASTER, MORTAR CODES AND STANDARDS. DRIPPINGS, EXTRANEOUS CONSTRUCTION MATERIAL, DIRT,AND DUST. ID 4. UPON COMPLETION OF THE WORK,THOROUGHLY CLEAN THE PREMISES DATE PROJECT NUMBER AND WASH THE INSIDE OFALL WINDOWS AND MAKE THE SPACE 10/25/2021 214670 t OTHERWISE READY FOR OCCUPANCY. SHEET NUMBER 0 5. REMOVE, PROTECTAND STORE ALL EXISTING WINDOW TREATMENTS CL SCHEDULED FOR REUSE. CLEAN TO LIKE-NEW CONDITION PRIOR TO v REINSTALLATION. • ' , 6. CLEAN ALL NEW&EXISTING TO REMAIN INTERIOR GLAZING/RELITES. lJ 2 a 4" MAX rn 'r': LIMITS OF PROTRUDING OBIECTS tt�' °( .G. OBJECTS IN ANY PATH OF z zo ~ O t= ' MARIAN KIERSEY No CIRCULATION ARE REQUIRED TO Lo N 2i COMPLY WITH LIMITS SHOWN HERE. z r OBJECTS THAT CANNOT COMPLY, OD SUCH AS STANDPIPES IN STAIRS 9GENERAL NOTES — ACCESSIBILITY SHEETS No. 4" MAX �v AND CONTROL BOXES IN PARKING w DOOR FRAME w > m 9� _ I_& 1. THESE PICTOGRAPHS DO NOT DESCRIBE ALL CONDITIONS WHICH MAY BE ENCOUNTERED IN THE GARAGE,SHALL HAVE ADDED CANE 22 (1 T; FIELD. VERIFY QUESTIONS WITH ARCHITECT DETECTION. 1 p 2. INFORMATION IN THESE DRAWINGS IS COMPLEMENTARY TO THE PLANS, SECTIONS, ELEVATIONS DOOR CLOSERS AND DOOR ^ 1 p F AND DETAILS,AND SHALL BE USED IN CONJUNCTION WITH THEM STOPS MAY PROJECT DOWN TO 3. PROVIDE WORK SHOWN OR REFERRED TO HEREIN AS THOUGH SHOWN ON ALL OTHER ' 78 INCHES ABOVE FLOOR ^ ARCHITECTURAL DRAWINGS -- PROJECTIONS LIMITED TO 34 " PER 2010 ADAS AND ICC A117.1 SECTION 303 4. INFORMATION REGARDING THE LOCATION OF MECHANICAL, ELECTRICAL AND PLUMBING ITEMS IS INCHES TO 80 INCHES ABOVE PROVIDED AS DESIGN CRITERIA FOR THE NCE OF THOSE DESIGNERS OF RECORD WHO FLOOR PROTRUDING O BJ E CTS FLOOR LEVEL TRANSITIONS SHALL BEAR RESPONSIBLITY FOR COMPLIANCEIANCE WITH THE APPLICABLE CODE STANDARDS / PANIC HARDWARE OR OTHER ILLUSTRATED AND CITED HEREIN o DOOR HARDWARE 5. PROVIDE GRAB BARS,AS ILLUSTRATED HEREIN, WITHIN PUBLIC SPACES. w 3 3/8" = 1'-0" 5 3/8" = 1'-0" Ankrom Moisan 6. COMPLY WITH MOUNTING HEIGHTS INDICATED HEREIN FOR WALL-MOUNTED ITEMS. MOUNTING HEIGHTS APPLY TO ALL ITEMS IN ACCESSIBLE AND TYPE A UNITS SAME AS PUBLIC/COMMON AREAS. / � CLEAR WIDTH -NO PROJECTIONSWITHIN THIS AREA APPROACH WHEELCHAIR CLEAR FLOOR TURNING CIRCLE T-SHAPED TURNING SPACE 7. COMPLY WITH GENERAL BUILDING CLEARANCE REQUIREMENTS AS INDICATED HEREIN. i 60„ 38 NORTHWEST DAVIS, SUITE 300 DIRECTION SPACE&CLEAR AREA REQUIRED B. ENCROACHMENT INTO FLOOR CLEARANCE AREAS AT DOORS, CASEWORK,APPLIANCES OR BEYOND DOOR SWING PORTLAND, OR 97209 EQUIPMENT IS NOT ALLOWED UNLESS OTHERWISE NOTED. 503.245.7100 IA /t 9. NOTIFY THE ARCHITECT IMMEDIATELY IF CONFLICTS ARE DISCOVERED BETWEEN THE REQUIRMENTS DOOR ILLUSTRATED HEREIN AND THOSE ON OTHER DRAWINGS. 1505 5TH AVE, SUITE 300 10. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS OF THE 32"MIN `�m SEATTLE,WA 98101 GRAB BAR SHALL BE 1 1/2" MIN,THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS 60" 206.576.1600 ABOVE THE GRAB BAR SHALL BE 12" MIN. j 5'-0"DIA I 11. OPERABLE PARTS SHALL BE OPERATED WITH ONE HAND AND SHALL NOT REQUIRE TIGHT I- - - 1014 HOWARD STREET GRASPING, PINCHING, OR TWISTING OF THE WRIST.THE FORCE REQUIRED TO ACTIVATE OPERABLESAN FRANCISCO, CA 94103 PARTS SHALL BE 5.0 POUNDS(22.2 N)MAXIMUM. 48 12 "12N 415.252.7063 - ©ANKROM MOISAN ARCHITECTS, INC. WHEREVER TURNING SPACE IS REQ'D, EITHER 5DIATURNING CIRCLE OR T-SHAPED TURNING SPACE MAY BE USED - 1 GENERAL NOTES — ACCESSIBILITY DOOR CLEAR WIDTH AND PROJECTIONS— 4 TYPICAL SYMBOLS LEGEND 3/8"= 1 1-011 2 3/8" = 1 1-01, 3/8"= 1 1-01. MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS MANEUVERING CLEARANCE PULLSIDE- FRONTAPPROACH PULL SIDE - HINGE APPROACH PULL SIDE-HINGE APPROACH PULL SIDE- LATCH APPROACH PULL SIDE- LATCH APPROACH NOTE: DOOR AT SLIDING DOORS FOLDING DOORS AND OPENINGS OPTION 1 OPTION 2 WITHOUT LATCH &CLOSER WITH LATCH &CLOSER MANEUVERING CLEARANCES O -- r- - - MEASURED FROM FACE OF FRONT APPROACH POCKET OR HINGE APPROACH STOP OR LATCH APPROACH f, z; - - BASE TRIM TO NEAREST ACCESSIBLE ROUTE WIDTH DOORS FOR USER PASSAGE Lu OBSTRUCTION AND>24" DEEP CLOSET - --- - Z) _71 I 36"MIN L � z g z z z z z O Ln 32"MIN v~ 00 Z Z 18"MIN 42"MIN I 36"MIN 24"MIN 24"MIN j 2 24"MIN0 W --- LL V __ _ �- N 32"MIN 36"MIN CLROPENING m v) ' MANEUVERING CLEARANCE AT RECESSED DOORS W m CLEAR DIMENSIONS W D N PUSH SIDE- FRONT APPROACH PUSH SIDE-FRONT APPROACH PUSH SIDE- HINGE APPROACH PUSH SIDE- HINGE APPROACH PUSH SIDE-LATCH APPROACH PUSH SIDE- LATCH APPROACH MEASURED AT TRIM OR RECESSED DOORS-PULL SIDE RECESSED DOORS- PUSH SIDE RECESSED DOORS- PUSH SIDE N Z WITHOUT LATCH &CLOSER WITH LATCH &CLOSER WITHOUT LATCH &CLOSER WITH LATCH &CLOSER WITHOUT LATCH &CLOSER WITH LATCH &CLOSER OTHER ITEMS THAT RESTRICT � W WITH CLOSER AND LATCH CLEARANCEZ Q V1 -- -- -- � BIFOLD DOORS INTENDED FOR USER SLIDING DOORS INTENDED m O PASSAGE AND>24" DEEP CLOSET FOR USER PASSAGE AND>24" m LU 0 DEEP CLOSET ILA 2 O - zv v v $ 18"MIN J Z12' "IN WITH O O Q Q_ O o Z 12"MIN 22"MIN 22"MIN 12"MIN 24"MIN 24"MIN CLOSER AND LATCH ,� zW do O O u S Lf1 J La -- - - - --- - - - -. -_.---- - - _- -_ - 0q lfl J Ln 32"MIN 32"MIN N C) d m °O CLR OPENING CLROPENING PER 2009 ICC AND 2010 ADAS 404 REVISION DATE REASON FOR ISSUE 6 DOOR MANEUVERING CLEARANCES 3/8"= 1'-0" HIGHEST OPERABLE PART INCLUDING TABLE 603,6 MAXIMUM REACH DEPTH AND HEIGHT FOR OPERABLE PARTS ON TOWEL DISPENSERS AND HAND DRYERS SERVING ACCESSIBLE LAVATORIES. FIRE EXTINGUISHER HANDLE. VERIFY MAXIMUM 0.5 INCH 21NCH 51NCH 61NCH 91NCH 11 INCH IN WASHINGTON,ALSO HEIGHT WITH OSHA AND FIRE INSPECTOR REACH DEPTH (13 MM) (51 MM) (125 MM) (150 MM) (230 MM) (280 MM) APPLIES TO CLEANSING PRODUCT DISPENSERS AND ACCESSIBLE LOCKER MAXIMUM 481NCHES 46 INCHES 421NCHES 40 INCHES 361NCHES 341NCHES DISPOSAL FIXTURES WITH ACCESSIBLE REACH HEIGHT (1220 MM) (1170 MM) (1065 MM) (1015 MM) (915 MM) (865 MM) CENTERED u HANDLE ON TACTILE v z CHARACTERS @ PULL g �e HIGHEST HIGHEST 0 HANDLE OPERABLE PART OPERABLE PART \ \� R.H. \. z - -- x -- - Q b MEN NOT IN _ F.E.C. ❑o ffo �- -- -� - - u u W '� PICTOGRAM -- ACCESSIBILITY °0 z LOWEST O l W < �5 FIELD CL 7 2 m f 4 OPERABLE PART Qom] perm] [�Q g F 18"MIN On - W ^ Q Q W Q Q Q ? m m Z _ �' LL z z r w O RAISED 0"-80"AFF ? 0 z W w N Wf W' o C m CHARACTERS TO BE 5/8"-2" f in O i^ d - W O !D o PERMIT SET z LOCKERS FIRE ALARM FIRE TELEPHONE/ ENVIRONMENTAL ROBE AUTOMATIC PAPER TOWEL SURFACE SOAP PAPER TOWEL SIGNAGE: HEIGHT AND CLEAR FLOOR SPACE w MIRROR OVER MIRROR NOT v 5%OFTOTAL PULLSTATION EXTINGUISHER ENTRY CALL CONTROLS ELECTRICAL HOOK HAND DISPENSER/ MOUNTED DISPENSER DISPENSER LAVATORY OR OVER .21 PROVIDED SHALL BE BOX &COMMUNICATION DRYER TRASH SEAT COVER N COMPLETELY WITHIN RECEPTACLE DISPENSER CABINET OBSTRUCTION ^o REACH RANGE DATE PROJECT NUMBER v MOUNTING HEIGHTS 10/25/2021 214670 .5-u SHEET NUMBERa 3/8" = 1'-0" 7 AO, 05 N 15 MARIAN KIERSEY o WITH PARALLEL APPROACH TO PORTLAND;OR A PARALLEL APPROACH COMPLYING GRAB BARS SHALL EITHER BE CIRCULAR WITH A CROSS SECTION WITH 24"MIN 16"-18"* � t��� WITH SECTION 305 SHALL BE PERMITTED THE SINKAND A 3'SINK BASE AN OUTSIDE DIAMETER BETWEEN 1 1/4" MIN AND 2" MAXIMUM OR BE CONTROLS TO BE , No. 509 �� TO A KITCHEN SINK IN A SPACE WHERE A CABINET,THE DW HAS TO BEAT NON-CIRCULAR WITH A CROSS SECTION DIMENSION OF 2" MAXIMUM ON OPEN SIDE 9 COOKTOP OR CONVENTIONAL RANGE IS LEAST 6" FROM SINK CABINET AND A PERIMETER DIMENSION OF 4" MINIMUM AND 4.8" MAXIMUM. L3 �� OF O�� NOT PROVIDED. DW DOOR IN OPEN SINK AT 34" MAX. COUNTER POSITION CANNOT OVERLAP PARALLEL BEYOND SINK 34" MAX TO PROTRUDING OBJECTS RECESSED OBIECTS w APPROACH TO SINK. PROVIDE OUTLETS WITHIN O '- HOOK LSHAPED CORNER 39"-41" 0 CLEARANCE CENTERED PER FHA IF IN REACH RANGE NOTHING ? GRAB BAR O UNIT, OFFSET PER ADAAND A117.1 DW CLEAR FLOOR SPACE(AS ALLOWED m z SHOWN,SAME AS SINK CFS) WITHIN TM z_ TOILET z 1 1/2"MIN aO °D CLEARANCE REFR. SPEC 611 w • • NOTHING TO BE - v LL TO MEET ICC a IA it 0 DW z MOUNTED WITHIN 60" MIN ' w A117.1 u 12" CLEAR SPACE 0 L415.252.7063 HWEST DAVIS, SUITE 300 LL SEC.804.5.6 - - - -- " W ABOVE GRAB BAR *COMMON AREAS, 18"ABSOLUTE IN z m a m ND, OR 97209 Y- - o RESIDENTIAL DWELLING UNITS ^ o o 7100 n AVE, SUITE 300 ** 59" IS IF TOILET IS WITHIN A STALL AND ~ z m _ _ TOILET PAPER ^� TOILET PAPER 4 - -- - - - FLOOR MOUNTED. 56" IS FOR WALL MOUNTED 7 -9 ,WA 98101 z N 48„ z NOTHING TO BE 16" DISPENSER DISPENSER D 48" g MOUNTED WITHIN TOILET IN STALL OR FLOOR MOUNTED TOILET TOILET SEAT 42 MAX 1600 NOT IN A STALL. z REFRIGERATOR SINK WITH ` v 1 1/2"CLEAR SPACE COVER DISPENSER WARD STREET PARALLEL APPROACH BELOW GRAB BAR ***IF NON-CONTINUOUS GRAB BAR IS USED, .7063CO3 CA 94103FIXED CABINETRY ALLOWED 1 1/2" SIDE WALL GRAB BAR TO BE 12" MAX FROMBELOW SINK CORNER AND REAR WALL GRAB BAR TO OM MOISAN ARCHITECTS, INC. CLEARANCE BETWEEN ALL OPPOSING BASE ALL GRAB BARS INSTALLED IN ANY APPLICATION EXCEPT SPACE EXTEND 12" MIN FROM CENTER OF TOILET TO CABINETS, COUNTER TOPS,APPLIANCES, ORFULLY RECESSED DISPENSERS CAN CORNER. BETWEEN GRAB BARS AND SHOWER CONTROLS,SHOWER BE LOCATED WITHIN THE 12"ABOVE WALLS WITHIN KITCHEN WORK AREAS FITTINGS AND OTHER GRAB BARS SHALL BE 1 1/2" MINIMUM. AND 1 1/2" BELOW THE GRAB BAR. PER ADA AND ICC A117.1 804 PER 2010 ADAS AND ICC A117.1 SECTION 609.3 1 ACCESSIBLE KITCHENETTE GRAB BAR SPACING PUBLIC/COMMON TOILET 3/8" = 1'-0" 11. = 11-011 3 3/8" = 1'-0" O LAVATORY IN COUNTER IN COMMON RESTROOM NOTE: FLOOR FINISH UNDER ACCESSIBLE WALL-HUNG LAVATORY Lu LAVATORY SHOULD EXTEND TO WALL. WATER SUPPLY AND DRAIN SHALL BE :D INSULATED OR COVERED WITH NO In SHARP OR ABRASIVE SURFACES. W V REACH DEPTH TO FAUCET 5"MIN REACH DEPTH TO L15"MINS Z z CONTROLS SHALL BE TO SIDE WALL BASE, FAUCET CONTROLS TO SIDE WALL BASE, W EQUALTO OR LESS THAN PARTITION 0 FIXTURE SHALL BE EQUAL TO PARTII ION O FIXTURE t 1 J INSULATE THE DEPTH OF KNEE AND OR LESS THAN THE $ V WATER SUPPLY TOE CLEARANCE - _ DEPTH OF KNEE AND (I %J /� m AND DRAINPIPES PROVIDED, BUT SHALL * TOE CLEARANCE (n NOT EXCEED 25 INCHES. * PROVIDED, BUT EQ EQ W ui N z SHALL NOT EXCEEDz z FORWARD REACH,WHERE REQUIRED, D N 24 MAX - - ONLY GOES TO THE FRONT OF THE Z z _ � 25 INCHES. I ri KNEE AND TOE CLEARANCE Lu � 0\— N N Q Ln O Y d 00 . /OPEN m LU O J 6 30"CLR 30"CLR * * (n * UNLESS ALCOVE UNLESS IN ALCOVE z Q 1 1 Jz z * IF SINK IN ALCOVE 24" OR 30 a LLL 16 * * * GREATER IN DEPTH, 30"CLEAR i MIN CLEAR g g L(1 J Q * Lu FLOOR SPACE BECOMES 36" * / IF SINK IN ALCOVE 24"OR MINIMUM N O OfJ I * SEE KNEE AND TOE GREATER IN DEPTH, 30" ILAO d m ALLOWABLE EQUIP.AREA CLEARANCE DIAGRAM CLEAR FLOOR SPACE 8" 6�� z FSEE EE AND TOE NO SHARP SURFACES DETAIL* FOR DIMENSIONS BECOMES 36" MINIMUM MIN MAX CE DIAGRAMPER ADA AND ICC A117.1 606FOR DIMENSIONS � 17"MIN PER ICC A117.1 606 � 25"MAX REVISION DATE REASON FOR ISSUE 4 COMMON WALL HUNG LAVATORY COMMON LAVATORY IN COUNTER * KNEE AND TOE CLEARANCE DIAGRAM 3/8" = 1'-0" 5 3/8"= 1'-0" 3/8" = 1'-0" m L Y L 02 G U/ Z w 0 ACCESSIBILITY N O r V N N Y z PERMIT SET v m 0 N 0 DATE PROJECT NUMBER 7 10/25/2021 214670 vSHEET NUMBER a` 1 1 . N I 6D ARCS N ; FIRE & LIFE SAFETY NOTES MARIAN KIERSEY�� N 1 . MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, PORTLAND, OR 0 SMALL CONFRM OFFICE FEC WAITING SHALL BE ILLUMINATED ATALL TIMES THE BUILDING ��, No. 509 OCC.GROUP AREA OCC.GROUP 130 SPACE IS SERVED BY THE MEANS OF EGRESS OCC.GROUP AREA B 147 I /��� O LOAD FBACEO OCCI SOAD LOAD 50 CKC10AD L111LOAD1FA O OCC LLOA0 / , OCCUPIED. l/ 2. MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS / LI' -- THAN 1 FOOT-CANDLE (11 LUX) AT THE FLOOR LEVEL. os os / -� THE POWER SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY LPEN FIC DOC.GROUP AREA THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF TM / w I LOADF o OCCLOAD A POWER FAILURE, THE EMERGENCY POWER SYSTEM ytECEPTION a i FIXED 15 SHALL PROVIDE POWER FORA DURATION OF NOT OCC.GRWP AREA �- B 13a o LESS THAN 90 MINUTES AND SHALL CONSIST OF oAOFAao occ.LOAo 1 38 NORTHWEST DAVIS, SUITE 300 FIXED 1 > STORAGE BATTERIES, UNIT EQUIPMENT, OR AN ON SITE GENERATOR. THE INSTALLATION OF THE PORTLAND, OR 97209 OP N OFFI E COLLAB 503.245.7100 OCC.GROUP AREA / OCC.GBROUP LARGEcoNFRM EMERGENCY POWER SYSTEM SHALL BE IN B 1592 ¢ i 1505 5TH AVE, SUITE 300 IA It LOAD(ACTOR OCC.LOAD / LOAD FACTOR OCC LOAD 'I ~ OCC.GROUP AREA ACCORDANCE WITH THE BUILDING CODE. FIXED 24 150 1 w B 337 SEATTLE, WA 98101 RL LDADFSGFo OCC.LOAD 3. OCCUPANCY TYPE IS DETERMINED IN ACCORDANCE 206.576.1600 ti WITH CHAPTER 3 OF THE BUILDING CODE USE AND ® OCCUPANCY CLASSIFICATION. A BUILDING OR 1014 HOWARD STREET TENANT SPACE USED FOR ASSEMBLY PURPOSES WITH SAN FRANCISCO, CA 94103 415.252.7063 AN OCCUPANT LOAD OF LESS THAN 50 PERSONS OR O L! MED PHONE ©ANKROMMOISANARCHITECTS, INC. AREA LESS THAN 750 SQ FT SHALL BE CLASSIFIED AS OCC.GROUP AREA OCC.GROUP AREA B 231 B 105 AN ACCESSORY TO THE PRIMARY OCCUPANCY OF LOAD FACTOR OCC LOAD LOAD FACTO OCC.LOAD 15 16 iso 1 THAT BUILDING, IN ACCORDANCE WITH THE BUILDING / I/ O5 CODE. ( )UTILITY RM IMENO EN OF CE occ.GRouP AREA �I o: BREAK ROOM B 216 OCC.GRO P AREA LOAD FACTO OCC.LOAD r OCC.GROUP AREA U OA ___ B 8 B 680 300 1 63 LDFIXED R 0C15 AD ® O / LOAD F5ao occ43 AD I FIRE & LIFE SAFETY SUMMARY / I TRAVEL DISTANCES ' _ I MAXIMUM COMMON PATH OF TRAVEL: 3114" OPEN OFFI E MAXIMUM EXIT ACCESS TRAVEL DISTANCE: 119'-7" CD TBT R / IRCU CATION FE. ' OCC.GR AREA r 11\0 _ - _-_ - _ B 829 w 0\1 // I LOADFAco OCC LOAD FIMAXIMUM ALLOWED DEAD-END CORRIDOR: 50'-0" ? I XED 20 - L.L OP N OFFICE os PEN OFFIC // PEN OFFICE OPHONE oOCC.GROUP I AREA I EXIT ACCESS OCC.GROUP ARE4 OCC.GROUP AREA / OCC.GROUP AREA B 87 8 382 B 328 B 327 LOAD FACTOR occ LOAD LOAD FACTOR OCC LOAD LOAD FACTOR OCG LOAD LOAD FACTO OCC.LOAD 1 SO 1 L FIXED 6 MED CONF RM FIXED 6 /COL FIXED 6 COLLAB EXIT OR EXIT ACCESS 8 OCCUPANCY(SPRINKLERED)=2 EXITS IF O\001CC.GROUP AREA occ.GRouP AREA occ.GRDUP ARFA I DOORWAYS: OCCUPANT LOAD EXCEEDS 49 W B 21 B 238 PHONE B 139 U J LOAD FACTOR OCC.LOAD LOAD FACTO OCC.LOAD LOAD FACTO OCC.LOAD 15 17 / 1 SO 2 OCG GROUP AREA 1 SO i B 86 Ln Cfl / LOA1 SO R OCCILOAD — — — — — — — — — — i os W w N PRINT/COPY -_-- COMMON PATH OF EGRESS TRAVEL DISTANCE=31'-4" EXIT OR EXIT ACCESS (SPRINKLERED) NOT LESS THAN ONE-THIRD z fV OCC GBROUP a3REA CONFIGURATION: THE LENGTH OF THE MAXIMUM OVERALL LOA 150o OCC..LOAD CIRCULATION CIRCULATION COLLAB DIMENSION OF THE AREA SERVED. / OCC.GROUP AREA Q z (n B 146 ZD � O Y Z 7 - LOA1 FA oR ocdlon° LL OS os 05 s OS OS os ON OFFICE O TECH LAd SERVER R OFFICE OFFICE OFFICE � �j OCC.GROUP AREA OCC.GROUP AREA OCC.GROUP AREA OCC GROUP AREA OCC GROUP AREA OCC.GROUP ARFA — O B 150 B 141 B 94 B 140 B 137 B 168 ULOAD FACTOR-OCC LOAD O / r LOAD FACTOR OCC.LOAD LOAD FACTO OCG LOAD LOAD FACTOR OCC.LOAD LOAD FACTOR OCC LOAD LOAD FACTO OCC LOAD J Z Z L1.1 so 2 ,SD 3°° ' 150 150 150 2 FIRE & LIFE SAFETY LEGEND O L/1 g Q ; E W PHONE PHONE -3 NOT IN CONTRACT(NIC) U Ln 0 oa.B OUP 72 ;L-OACD SFA UP 4 CD a m LOAD 1 SO OR OCC.LOAD O OCCRLOAD FE(RL)4 PATH OF EGRESS ILLUINATION. REFER TO F&LS NOTES. REVISION DATE REASON FOR ISSUE (E)WAREHOUSE SYMBOLS & ELEMENTS OCC GROUP AREA -' —a 52 1167 LOADFACTOR OCC.LOaD Z DIRECTIONAL EXIT SIGN DOUBLE 300 4 ® DIRECTIONAL EXIT SIGN SINGLE - - - - - - - - - ® EXIT SIGN AT DOOR FE FIRE EXTINGUISHER CANISTER-SURFACE MOUNTED FEC FIRE EXTINGUISHER CABINET Y O NAME 3 OCC.GROUP AREA z oFACT occXonD ' OCCUPANT AREA(SF) LOA Y OCCUPANT LOAD m OCCUPANT LOAD OCCUPANCY FIRE A N D LIFE 0 FLS PLAN DISTANCE AND SEPARATIONS SAFETY PLAN v #' -#" MAXIMUM DIAGONAL 1/8" = 1'-0" PROJECT s MIN. EXIT SEPARATION (1/3) o` v EXIT SEPARATION DISTANCE= PERMIT SET Z '� _ _ _MIN. REQUIRED - v PATHS m 0 ry COMMON PATH OF EGRESS TRAVEL DISTANCE AX __ o ♦ M . ALLOWABLE _#' -#" _ _ -3 DATE PROJECT NUMBER N EXIT ACCESS TRAVEL DISTANCE=#'-#" 10/25/2021 214670 MAX. ALLOWABLE _#' -#" SHEET NUMBERv 0 AM 0 a- qt o REFER TO CURRENT STEEL STUD MANUFACTURERS'ASSOCIATION(SSMA)TABLES FOR NON-STRUCTURAL COMPOSITE AND NON-COMPOSITE BRACED AT 48"O.C. SECTIONS IN INTERIOR APPLICATIONS(5 PSF)WITH DEFLECTION LIMIT OF U240 FOR GYPSUM APPLICATIONS. L-40 TO BE UTILIZED WHEN RIGID MATERIALS SUCH AS PLASTER OR TILES ARE APPLIED. \ 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK GYPSUM BOARD ON BOTH VARIES5/8"GYPSUM WALLBOARD VARIES 5/8"GYPSUM WALLBOARD SIDES WITH #6 TYPE S DRYWALL SCREWS SPACED AT 12"O.C. MAX FOR STUDS AT 24"SPACING AND 16"NON-STRUCTURAL METAL STUDS NON-STRUCTURAL METAL STUDS W/INSULATION O.C. MAX FOR STUDS AT 16"SPACING. 2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE BLOCKING OR STRAPPING 5/8"GYPSUM WALLBOARD - 5/8"GYPSUM WALLBOARD WHERE CEILING WHERE NO FRAMING, ON OPPOSITE SIDE AND USE NON-COMPOSITE BRACED AT48"O.C.SECTION VALUES. OCCURS, FRAMING, CEILING OCCURS, INSULATION,AND REFER TO DETAILS _ INSULATION,AND FRAMING, FINISH MATERIALS N - FINISH MATERIALS INSULATION,AND TO UNDERSIDE OF z TO 6"ABOVE CEILING FINISH MATERIALS CEILING 9 3 TO 12'-0"AFF A6.00 W CEILING WIRE ATTACHMENT d A 3 3 5/8" B 3 3 5/8" W CONSTRUCTION TYPE FASTENER 10 > WOOD 1/4"x 3"SCREW EYES • • • A6.00 STEEL DECK PRE-DROP WIRES, CMI DC 1 OR DC 2-1/4" METAL DECK SCREW EYES. POST TENSION CONCRETE PRE-DROP WIRES, EMBEDS, 1/4"x 3/4" METAL HITANCHORS. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 POURED IN PLACE CONCRETE PRE-DROP WIRES, EMBEDS, 1/4"x 3/4" METAL HIT ANCHORS. 503.245.7100 A# __ NON-RATED ASSEMBLY B# ' NON-RATED ASSEMBLY FIRE RATING: 0 HOUR FIRE RATING: 0 HOUR 1505 5TH AVE, SUITE 300 NOTE: SEATTLE,WA 98101 THIS TABLE IS PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES: FOR OTHER STATES VERIFY WITH 206.576.1600 AUTHORITY HAVING JURISDICTION 1014 HOWARD STREET SAN FRANCISCO,CA 94103 WALL ASSEMBLY WITH PARTIAL-HEIGHT WALL ASSEMBLY BRACED AT CEILING PARTIAL-HEIGHT WALL ASSEMBLY 415.252.7063 FINISH MATERIALS (D ANKROM MOISAN ARCHITECTS, INC. ASSEMBLY CONFIGURATION ASSEMBLY FRAMING SCHEDULE — METAL STUDS PER PARTITION CURTAIN WALL TYPE SEE ASSEMBLIES L. FINISH MATERIALS VARY �— FINISHED SILL BELOW (MAXIMUM WEIGHT EQUAL TO 2I DO NOT CUT SILLS FOR MULLION CLOSURES OR WALL LAYERS GYPSUM BOARD EACH INTERSECTIONS w - METAL STUD SIDE PLUS APPLIED FINISHES) m W METAL STUD SHEET METAL FULL HEIGHT AT FACE OF / 16 GAUGE BIDDER-DESIGNED FASTENERS TO III EXISTING SILL STUD 4INCH In I I CIP CONCRETE AND POST- TENSIONED CONCRERTE FLOOR. �� o -ANCHOR TO METAL STUDS W/ W 111 Z (2)#10 SCREWS PER STUD FASTENERS TO BE DESIGNED FOR ------ o 0 PLAN Z Z APPLIED LOADS AT EXISTING W 0 � II m STRUCTURE IN SEISMIC DESIGN 3 TYPICAL WALL BACKING FOR OBJECTS WITH MAXIMUM VERTICAL LOAD OF 50 V J z CATEGORY D, E,AND F,TYP. ^ o = (A) LBS/LINEAL FT OR 100 LBS POINT LOAD D oV1 Co m 20 GA MINIMUM TRACK \ ��� z W cYl W � — ADDITIONAL BACKING AT UPPER � CV CABINETS&SHELVES Z Z NEOPRENE GASKET W —� Ln i I � AT ACOUSTICAL PARTITIONS (PARTITIONS CONTAINING CLEAT W SIM -ALIGN WITH BACKING Q l/1 -- ACOUSTIC SEALANT Y CONTINUOUS L/) LU of 0 ACOUSTICAL INSULATION),APPLY EACH SIDE � SCHEDULED EQUIPMENT OR � m � A FILLET OF ACOUSTICAL SEALANT AT BOTTOM CORNER OF TRACK, ALUMINUM CHANNEL ACCESSORY Ln 2 Q - EACH SIDE, PRIOR TO J Z W APPLICATION OF GYPSUM BOARD MATCH WINDOW FRAME O > z Z - EXTEND FULL HEIGHT OF WINDOW _ _ Lr) g Q Lu ASSEMBLY & FLOOR CONNECTION UNPUNCHEDSHEETMETAL METAL WALL @ EXISTING MULLION TRACK SECTION - 16 GAUGECJ 0 3" = 1'-0" - 6 INCH 2 3"= 1'-0" NOTCH FLANGE AT VERTICAL FRAMING ATTACH WITH (3)#10 SCREWS @ EACH STUD REVISION DATE REASON FOR ISSUE -ATTACH TO TWO STUDS MIN (SCHEMATIC)STRUCTURE (SCHEMATIC)STRUCTURE / ATTACHMENT OF SPLAY WIRES TO STRUCTURE AT- - EXTEND 6 INCH BEYOND POINTS OF CONNECTION (2) 12 GAGE WIRES ' AT 4'-0" OC MAX STEEL STRUCTURE: BEAM CLAMPS ALONG PARTITION ALL WIRES TWISTED 3 .� PLAN -- METAL STUD TIMES AT EACH //7 CIP CONCRETE STRUCTURE: \. 4"MAX ATTACHMENT POINT / EMBED THRICE-LOOPED WIRE EMBEDDED INTO (B/ TYPICAL WALL BACKING FOR OBJECTS WITH MAXIMUM VERTICAL LOAD OF 200 PARTITION ATTACHMENT CONCRETE(10" MINIMUM EMBEDDED LENGTH). J LBS/LINEAL FT OR 395 LBS POINT LOAD CLIP AT 4'-0" OC, MAX / OR CEILING MANUFACTURER'S CLIP, FASTENED TO CONCRETE WITH POWDER-ACTUATED FASTENERS. PRECAST OR POST-TENSIONED CONCRETE: UNPUNCHED METAL TRACK OR CEILING MANUFACTURER'S CLIP, FASTENED TO SHEET METAL ATTACH TO TWO STUDS MIN AS ACOUSTICAL CEILING WALL BRACE ABOVE CEILING. CONCRETE WITH (2)5/16 TAPCON SCREWS DESCRIBED IN TYPE(A)AND(B) ALTERNATE DIRECTION TOCASING BEAD,TYP EMBEDDED 2" PER ESR-2202. k NOTES ABOVE. STRUCTURE. TOP TRACK, 20 GAGE k o MINIMUM, PAINT FLAT BLACK PER ASCE 7-10 SECTION 13.5.8.1 OPEN WEB JOISTS OR TRUSSES: z FOAM TAPE TO PLUG WIRE LOOPED AROUND BOTTOM CHORD. METAL STUDS GAPS ATSUSPENSION WALL EACH SIDE OF BACKING PLATE SYSTEM WOOD JOISTS(2" NOMINAL MINIMUM WIDTH): k 6 GAUGE m 1/4" DIAMETER X 3"LONG CLOSED-EYE SCREWS PARTITIONS WITH 1" MINIMUM PENETRATION. k OR ASSEMBLIES & WALL I I N (3)STAPLES MINIMUM ONTO LOOPED WIRE INTO SIDE OFJOIST. DETAILS LATERAL WALL BRACING IN LIEU ° OF BRACING ABOVE CEILING. NOTE: LION ALL POWDER-ACTUATED FASTENERS PERMIT S ET Z PROVIDE ADJACENT WALL HILTI PER ES REPORT ESR-2269. FRAMING FOR LATERAL SUPPORT NOTE: °Lm OF WALL. SEE ASSEMBLIES SEE ASSEMBLIES 1. COORDINATE BACKING LOCATION WITH ACCESSORY MANUFACTURER MOUNTING INSTRUCTIONS. m 11 0 2. UNITS HEAVIER THAN 200 LBS/LINEAL FT OR 395 LBS POINT LOADS ARE NOTTO BE WALL MOUNTED. o PARTITION ORIENTED PERPENDICULAR OR DIAGONAL PARTITION ORIENTED PARALLELTO CEILING TEES 3. PROVIDE BACKING AT ALL WALL MOUNTED ITEMS DATE PROJECT NUMBER u LATERAL BRACING @WALL NON RATED - SUSPENDED ACT METAL WALL @ TYPICAL BACKING 10/HEET NUMBER 1 214670 V a25 43 AO , 20 Y U N APC�� a N N A0.20 MARIAH KIERSEY KEYNOTE LEGEND 0 02-03 PORTLAND, OR ,� 02-01 PROPOSED LOGO WALL, REFER TO FINISH PLAN. �ji No. 509 0 CENTER ON MULLION FEC 02-24 02-03 EXISTING DOOR TO REMAIN. OF 02-17 SMALL CON F RM V.I.F. (") 7(N) 02-04 EXISTING COLUMN TO REMAIN. CONTRACTOR TO FIELD VERIFY EXACT 0 (N WAITING LOCATION. J 108 B3 C 100 Q N)+64" 02-05 TENANT PROVIDED WORKSTATIONS.SHOWN FOR REFERENCE ONLY. N)+64" 02-21 OFFICE 107 A5.00 02-OS 02-08 TENANT PROVIDED AND INSTALLED WHITE BOARD. CONTRACTOR TO ZN) 02-OS INSTALL BACKING AS REQUIRED. B3 C B3 C i A3 D ( 02-09 PROVIDE BUILDING STANDARD ADA COMPLIANT DISHWASHER, SPEC: B3 C N) B3 C (N) 8'-6" UNDER-COUNTER DISHWASHER. BOSCH,300 SERIES, SGE53X55UC, FINISH: TM 108 1070 N STAINLESS STEEL. 2'-0" 6" 6" 2'-0" FO_F 2 A5.00 OPEN OFFICE 02-10 PROVIDE AND INSTALL RECESSED WATERLINE WITH SHUT-OFF FOR TENANT A (ry) A3 D PROVIDED REFRIGERATOR. 02.17 RECEPTION 102 go 02-17 02-11 LOWER CABINET PULL-OUT WASTE&RECYCLE BINS. 101 29'-10" 02-12 CONTRACTOR TO PROVIDE AND INSTALL ADA COMPLIANT SINK,SPEC: ELKAY 38 NORTHWEST DAVIS, SUITE 300 OPEN OFFICE o 02-17 ALIGN LUSTERTONE CLASSIC STAINLESS STEEL,SINGLE BOWL UNDERMOUNT SINK PORTLAND, OR 97209 106 2 02-01 B3 C L H 02-OS (") WITH PERFECT DRAIN, 23-1/2"X 18-1/4"X 5-3/8". MODEL#ELUHAD211555PD 503.245.7100 ") 02-05 02-OS < ) OF (INCLUDED WITH PRODUCT, ONE LKPD1 PERFECT DRAIN &STRAINER). 12'-2" FOF 6'_0„ (N) FAUCET: ELKAY 8" EXPOSED DECK MOUNT FAUCET WITH GOOSE NECK 1505 5TH AVE,SUITE 300 w LARGE CONF RM O SPOUT AND 2-5/8" LEVEL HANDLES,CHROME LKD2423BHC OR APPROVED SEATTLE,WA 98101 02-08 CUR. 104 ALTERNATE. 206.576.1600 B3 C COLLAB D 02-21 B3 C ")+64" Z LL 02-13 PROVIDE AND INSTALL RECESSED WATERLINE WITH SHUT-OFF FOR TENANT w (N)+64 0 > PROVIDED COFFEE MACHINE.VERIFY W/TENANT. 1014 HOWARD STREET 63 C �w 02-17 SAN FRANCISCO, CA 94103 JUNCTION BOX FOR TENANT PROVIDED SYSTEM FURNITURE BASE FEED IN, w 415.252.7063 02-17 N) A3 C 02 04 104 63 C u PROVIDE A DEDICATED 20AMP OUTLET TO A MAXIMUM OF 4 WORKSTATIONS(ADD ADDITIONAL AS REQUIRED)FINAL LOCATION TO BE ©ANKROM MOISAN ARCHITECTS, INC. 2 COORDINATED WITH FINAL FURNITURE PLAN PROVIDED BY FURNITURE Z (N) E(N)164 z ro o w o A0.20 VENDOR. BREAK ROOM w MED CONE RM 02-17 02-17 02-17 02-OS u < 109 105 D 02-18 CONTRACTOR TO VERIFY EXISTING ELECTRICAL PANELS MEETS TENANTS % a 02.21 REQUIREMENTS. (E) MEN'S RRF $ w z ' 02-19 INSTALL DEDICATED QUAD OUTLET AT 56"H FOR FUTURE TENANTS WALL 110 02-03 02-13 B3 C MOUNTED SERVER RACK.CONFIRM FIRE TREATED PLYWOOD ON WALL& ") x�Fir z V. 105 83 Cu ELECTRICAL REQUIREMENTS WITH TENANT PRIOR TO CONSTRUCTION. 02 28 02-09 xGFi 02-21 NEW FLUSH FLOOR ELECTRICAWOICE/DATA BOX FOR TENANT PROVIDED 02-25 02-11 0 02-OS 02-OS TYP. B3 02-12 " Z b3 6" 2'-0", 2 CONFERENCE ROOM TABLE. LOCATED IN CENTER OF ROOM. OPEN OFFICE E) UTILITY RM. J 02-22 EXISTING FIRE EXTINGUISHER TO REMAIN. 02-OS _ 02-09 Q 20'-6" 9'-4" A0.20 O 129 (! 130 NISEX R �FGJFQ FOF 02-23 EXISTING FIRE EXTINGUISHER TO BE RELOCATED. ® ( 02-24 CONTRACTOR TO PROVIDE AND INSTALL NEW BLDG. STD. FIRE L j� 111 5 A5.00 4 L ��!', x Fp+ EXTINGUISHER CABINET. 02-25 _ o ao 02-25 CONTRACTOR TO VERIFY ALL EXISTING RESTROOM PLUMBING FIXTURES 02-18 02-28 Typ, ( a 02-OS O AND ACCESSORIES MEET ADULT ADA STANDARDS. RELOCATE IF CURRENTLY (El WOMEN'S RR02-03 6 02-10 N ( AT CHILD HEIGHT. REPLACE WITH NEW PLUMBING FIXTURE AS REQUIRED. O 0 124 A5.00 ( ! 4'-0" a 02-27 CONTRACTOR TO INSTALL TENANT PROVIDED CARD READER SYSTEM ON +/-21'-3" 14'-7" 4'•0" 10'-7" 02-04 EXTERIOR DOORS. W 02.04 02-03 CIRCULATION 02-28 PROVIDE AND INSTALL NEW 18"ADA VERTICAL GRAB BAR. I— V.I.F. ^3'-3" 3'-2" 3'-3"6" CLR. ALIGN 123 02-22 B3 C OPEN OFFICE 02-17 W m 130 117 113 Lu OPEN OFFICE ry 63 c OPEN OFFICE OPEN OFFICE 63 c 6" o" (N) u 131 MEDCONFRM 129 122 PHONE FLOOR PLAN LEGEND z z 130 117 ;0 02-OS ( ) W Q ) oz-os COLLAB oz-os O ") B3 c COLLAB ( V L F- 02-21 ) 1 25 ( NOT IN CONTRACT(NIC) Ln m (N) 83 C B3 C 02-08 02-17 B3 C B3 C 60 7 Oz-17 02-17 PHONE _0 0217 Lu W cY1 118 N B3 C z ? 83 C B3 C ) EXISTING TO REMAIN = W PRINT/COPY OPY CIRCULATION B3 c u o 18 J- �2'-0" I CULATION NEW CONSTRUCTION u) Y B3 C 6" 2'•0"0 2'-0" 6" 132 6" EQ EQ EQ 6" ALIGN - C 6„ w EQ 119 COLLAB m L 63 C 2'-0" 6" 63 C EQ EQ EQ u `' 6" EQ EQ EQ 6"6" EQ EQ EQ 6" 114 m W O 135 � ��134 133 5-'0„ 127 126 120 115Ln 2 � 63 C71 1 1 EXISTING WALL O (N) ry) 63 C CLR. 63 C (N)(N) N) (") TO REMAIN B3 C J Z W (Nr • HONE P ) 63 c B3 c B3 c B3 c (N) OFFICE O (") TECH LAB SERVER RM z OFFICE OFFICE OFFICE 63 c (N J Z A5.00 11 135 134 N) Q (N) Ll (N) 126 - N) NEW WALL O Ln Q Q I B3 C B3 C 133 127 83 C ¢ 121 120 115 1 10'_6" (N) T- „ T-11" 15'_5" 14'-9 1 N p FE " 02-19 (N)(N) 83 C 14'-4" (N) N (N) N 5'_4" ASSEMBLY TYPE W FOF U N lM A 2 Ln ~ W WALL ASSEM BLY NOMINAL CORE WIDTH V) CL m 02-22 TOP/BASE CONFIGURATION 02-03 GLASS RELITE 02-23 02 27 FE(RL) 101 DOOR TAG REVISION DATE REASON FOR ISSUE (E) WAREHOUSE ® KEYNOTE Gp DUPLEX RECEPTACLE QUAD RECEPTACLE Z DATA RECEPTACLE m v FLOOR MOUNTED POWER/DATA RECEPTACLE L Y 1Q JUNCTION BOX a, z w m m QJ ABBREVIATIONS FLOOR PLAN 0 N 8 1 FLOOR PLAN PHASING N I EXISTING 1/8" = 1'-0PROJECT (N) NEW " o (RL) RELOCATED FLOOR PLAN NOTES PERMIT SET z Z MOUNTING HEIGHT +44" HEIGHT ABOVE FINISH FLOOR TO CENTERLINE v m 1. REFER TO PROJECT NOTES APPLICABLE TO ALL PORTIONS OFTHE WORK. 5. PROVIDE A SMOOTH SURFACE ON THE PUSH SIDE OF THE DOOR +18", +44" HEIGHT ABOVE FINISH FLOOR TO CENTERLINE OF EACH 0 2. REFER TO MECHANICAL, PLUMBING,AND ELECTRICAL DRAWINGS FOR ACCESS DOOR STRIKE FACE EXTENDING THE FULL WIDTH OF THE DOOR ON DEVICE FORVERTICALLY STACKED DEVICES o LOCATIONS. SURFACES WITHIN 10 INCHES OF THE FLOOR MEASURED VERTICALLY ^° 3. MAXIMUM OFFSET OF FLOOR OR LANDING ADJACENTTO DOORS IS 1/2 INCH. BEVEL IN ACCORDANCE WITH ANSI 404.2.9. DESCRIPTION DATE PROJECT NUMBER CHANGES IN LEVEL GREATER THAN 1/4 INCH AT A SLOPE NOT TO EXCEED 1:2 IN 6. ALL POWER/DATA TERMINATIONS ARE EXISTING UNLESS DENOTED AS (D) DEDICATED 10/25/2021 214670 t ACCORDANCE WITH ADA/ANSI 303.2 AND 303.3. NEW. (GFI) GROUND FAULTIR UITINTERRUPTER 0 4. LOCATE HINGE JAMBS 4" FROM FACE OF ADJACENT WALL, UNLESS NOTED (USB) UNIVERSAL SERIAL BUS SHEET NUMBER a FINISHED OTHERWISE. (FOF) FACE OF WALL 11 D- N �J� REFLECTED CEILING PLANS �� �C � ry �}yM�ARIAN KIERSEY N l o NOTES �PORTLAN7-OR � 1. REFER TO PROJECT NOTES APPLICABLE TO ALL PORTIONS OF THE WORK. ,i No. 2. EXISTING CEILING TO REMAIN UNLESS NOTE OTHERWISE. -�} - - - 3. REFER TO MECHANICAL, PLUMBING,AND ELECTRICAL DRAWINGS FOR OF E _ RL R � ACCESS DOOR LOCATIONS. E ® E _- W' ITIN ® E ® E 4. LOCATE DOWN LIGHTS IN THE CENTER OF CEILING TILE, UNLESS NOTED OTHERWISE. SMALL CONF RM OFFICE ® E 5. CENTER SPRINKLER HEADS WITHIN ACOUSTICAL CEILING TILE, UNLESS / ���� - 1 OFFICE NOTED OTHERWISE — E LTJ o o E - ® ® OPEN E � I T I 108 I 02 6. PROVIDE OCCUPANCY SENSORS FOR ALL OFFICE AREAS LESS THAN 300 E + SQ. FT. ENCLOSED BY WALLS OR CEILING-HEIGHT PARTITIONS,AND ALL E MEETING AND CONFERENCE ROOMS. - - ®N E RL 7. EXISTING ACT&GRID TO REMAIN. REPAIR ANY DAMAGED OR STAINED TILES. CONTRACTOR TO RELOCATE EXISTING LIGHT FIXTURES AS - - -- 101 E REQUIRED. RECEPTIO ® -� -- 38 NORTHWEST DAVIS, SUITE 300 E _� ®_ -- --� PORTLAND, OR 97209 503.245.7100 OPEN OFFICE E REFLECTED CEILING PLAN 1505 5TH AVE, SUITE 300 ❑_— 1/ _--.--, - F7 - j. COLLAR a--- RL77�1 RL LEGEND SEATTLE,WA 98101 L=t 103 206.576.1600 LARGE CONF RM ® E RL 104 ( FRANCISCO CA 94103 - r -- - 1 ® r --- 1014 HOWARD STREET NOT IN CONTRACT IN ) SA N E N o J E RL - 415.252.7063 Lu_- _ -- _- � ..-- - �-- 1-- --� PHON ©ANKROM MOISAN ARCHITECTS, INC. I _ E — ® - -'. _ RL RL 112 EXISTING TO REMAIN I I - I E E MED CONF RM E 07 ENEW CONSTRUCTION E DO E-_-- --_ ® _. -- - -_ --_S- RL7�1 RL -- LE) MEN'S RR -- �' ® 05 (E) UTILITY RM. 110 os I;--- E E E E - ® ® - EXISTING WALL TO REMAIN -- -- I _ - . Lu E BREAK R ROOM E - _ - _ .- 109 + fi 129 (E) WOMEN'S RR -- —� -- - NEwwau OPEN OFFICE _- 47 zi 12 E � - 5i: FE) - - -- 0E � GYP BOARD CEILING/SOFFIT O _- _ c- LIJ -- � c- RL _ ; j. � Y CIRCULATION Tot e * E71 ®1 ® ❑ EMI 1z3 E, ❑ OPEN OFFICE — CEILING(2'X4') E _ N _ E RL 113 ®� W Vl 117 E - -- L) - � � � os PHONE os RL OPEN OFFICE 03-01 OPEN OFFICE 0 LIGHTING FIXTURES Z Z j 0 1zz COLLAB - --� _ - 0 _ 0 RL RL MED CONF RM -I 129 RL EXISTING SUSPENDED LINEAR WAREHOUSE LIGHT W TYP' ��'--- 11 E RL [ �I i- E FIXTURE TO REMAIN V J Ln kE) \I- -_-_ _ ---® -- -_ _ EXISTING SURFACE MOUNTED RESTROOM LIGHT m OPEN OFFICE ! COLLAB E HON RL E E - FIXTURE TO REMAIN W Lu N - -- -- 131 125 . 118 N RL RL RL EXISTING LAY-IN LIGHT FIXTURE TO REMAIN Z Z i I RL E os E E Lu RELOCATED LAY-IN LIGHT FIXTURE Z TION DM O Y PRINT36OP RL RL CIRCULATION E _ COLLA �- au 1t4 114 NEW LIGHT FIXTURE W/NIGHT LIGHT/EMERGENCY W W E, N OFFI2E � � �� �J� �C , - ,� 8 � _ I� � � ( � ___ ® CIRCUIT � � � O os os o os Q RL PHONE PHONE_ I-133 N F OFFICE SWITCHES J Z w N RL SERVER RM .- OFFICE RL z v� 135 134 /1I E � TECH LAB 126 E 121 OFFICE RL 115 0 $ O ZLL E\ RL RL E E l.1 � 127 RL RL 120 RL os SINGLE J La o3-oz OCCUPANCY SENSORd'10 J M/E/P/F FIXTURES m EXISTING&NEW EXHAUST FAN ® EXIT LIGHTAC W/BATTERY BACKUP AND REVISION DATE REASON FOR ISSUE - -► DIRECTIONAL ARROW (El WAREHOUSE r lz ON .EXISTING LYREFER TO MECHANICAL DEFERRED ED SUBMITTAL. 138 - _ SUPPLY RETURN ABBREVIATIONS 18 (E) EXISTING (N) NEW (RL) RELOCATED Y Z W m REFLECTED CEILING 0 1 PLAN REFLECTED CEILING PLAN N I 1/8" = 1'-0" PROJECT Y2 L KEYNOTE LEGEND PERMIT SET Z 03-01 CONTRACTOR TO PROVIDE 24-HOUR EMERGENCY LIGHT FIXTURE. MEET MIN. o REQUIREMENT OF 1 FOOT-CANDLE It LUX)AT THE FLOOR LEVEL IN EGRESS 0 PATH. 03-02 (E)A/C UNIT TO BE RELOCATED AS REQUIRED FOR NEW SERVER ROOM. DATE PROJECT NUMBER 7 10/25/2021 214670 SHEET NUMBERO a y A3 , 00 u Q- 00 N Ln N O �} MA RI AN KIERSEY 1-3 N O PORTLAND, OR ,�• o. 509 �O - NI H PLAN NOTES SMALL CONFRM WAITING 1. REFER TO PROJECT NOTES APPLICABLE TO ALL PORTIONS OF THE WORK. q� O1' O�� 108 100 2. PATCH, LEVEL AND OTHERWISE PREPARE SUB FLOORING IN ACCORDANCE N OFFICE N WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. a 3. GRIND, FILL, OR OTHERWISE LEVEL SUBSTRATES TO MEET MAX. - R 10 IN ANY DIRECTION " ALLOWABLE TOLERANCE 1/4'OVER ' 4. PROVIDE FINISHES AS SCHEDULED. CPT-1 CPT-1 5. INSTALL BASE IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN FIF! . .. I . . 12'. DO NOT LOCATE JOINTS AT OUTSIDE CORNERS OR WITHIN 6"OF IA ItTIVI (E)' .. (E) �, �:' INSIDE CORNERS. • i . OPEN OFFICE CONC.' CONC OPEN OFFKE 6. PROVIDE 20460R BOX OF FLOORING FOR ATTIC STOCK. F" .• t027. 11061 RECEP'TION: : ..' SUITE 300 L5766 THWEST DAVIS, S CPT-1 ` (E) CPT-1 '101. ND, OR 97209 CONC. 04-02 ` .' ' KEYNOTE LEGEND .7,00 - H AVE, UIT 300 04-01 FINISH NEWLY EXPOSED CONCRETE SLAB TO MATCH EXISTING E, E COLLAB E,WA 98101 Fl-0 3 CPT-1 (E) P 2 ADJACENT SLAB FLOOR, .1600 CONC. • 04-02 PROPOSED LOGO WALL, PREP SURFACE TO BE LEVEL 5 FINISH.TENANT CPT-1 CPT-1 PROVIDED AND INSTALLED SIGNAGE. LARGE CONF RM WARD STREET (E) (E) 104 ANCISCO, CA 94103 .7063 P-3 04 01 CONC CONC CONC CP 1 OM MOISAN ARCHITECTS, INC. �04-01 PHONE , FINISH PLAN LEGEND --- ( CON 1 ) MEN'S RR �T. il D 105 F NOT IN CONTRACT(NIC) _ 110 (E) - • '• '(E). . CPT-1 •''CONC. o- - I �� � ® � 'x • . .. • . (E)C EXISTING TO REMAIN • .r I a (E) UTILITY RM. 3 cn o BRIEAK ROOM' CON . OPEN OFFICE 130 ® ® 09 : NEW CONSTRUCTION 129 � I 1 . . - - EXISTING WALL TO REMAIN • 0401 (E) (E) WOMEN'S RR (E) I`.coNc.. El ,: TYP.: .: - o CPT-1 NEW WALL E w Sc 1 O( C. CIRCULATION . • . . " ,. SC 1 7 SC-1 (E)CONC. O KEYNOTE NC.. r r 1z3 CONC. CONC. OPEN OFFICr ' W t!1 PEN OFFICE OPEN OFFICE OPEN OFFICE V) CPT-1 CPT 1 CPT-1 CPT-1 (E) 131 129 - 122 CPT-1 . WALL FINISH TAG Z I MED CONF RM PHONE coNc.. uj 130 117 SC-1 - - - — CPT-1 t -VT-1 FLOOR TRANSITION TAG U J COLLAB P_2 m COLLAB — a a FI-2-5-1116 m - -I P 2 TVP. PHONE -� CONCRETE FLOORING W Lu N L L -1 Ll4 118 CPT-1 SC-1 . Z Z �-; CPT-1 � A6IV .01 CPT-1 � CPT-1 NEW CARPET FLOORING L l_ r . SC 1 : SC-1 SIC-1SC-1 (] Y tIRCU.FATION..'. .•. '. . ,. (E) : ..° {IRCULATIOh,. '. ., . 'sc-r CPT-1 sCOLLA PRINTlCORY'. sc-1 5C_1 '' 132 '. ' SC-1 Sc-1 ' sc-1 ... . 1.36 , CONC.. . - . SC_1 .. Sc-l' '" SC-1, M m O z Lu CPT-1 CPT-1 CPT-1 CPT-1 CPT-I CPT 1 CPT-1 m ! HONE O SERVER RM N OFFICE OFFICE N N OFFICE FINISH LEGEND Z z OFFICE TECH LAB 135 a a PHONE d 126 d a a O Ln Q LL < lip] 133 127 121 120 115 B-1 6" MDF, COLOR: PAINTED WHITE TO MATCH EXISTING BASE. T Ln J W 2 U / B-2 6" RUBBER COVE BASE. MANUFACTURER: BLDG. STD., V Ln O O U SC-1 --- - COLOR:TBD, FINISH: EGGSHELL (� m (E) - - CPT-1 CARPET, MAIN CARPET TILES IN SUITE. MANUFACTURER: BLDG. STD., PATTERN:TBD, COLOR:TBD, SIZE: 24"x24", INSTALL DIRECTION:TBD. REVISION DATE REASON FOR ISSUE CONC. EXISTING CONCRETE, SCRUB AND CLEAN EXISTING CONCRETE AS REQUIRED. (E) WAREHOUSE (E) EXISTING FLOORING TO REMAIN AS IS. 138 P-1 PAINT, MAIN. MANUFACTURER: BLDG. STD., COLOR:TBD FINISH: EGGSHELL RNN P-2 PAINT,ACCENT. MANUFACTURER: BLDG.STD., COLOR:TBD FINISH: EGGSHELL. CONTRACTOR TO VERIFY LOCATIONS WITH TENANT. P-3 PAINT,ACCENT. MANUFACTURER: BLDG.STD., COLOR:TBD FINISH: EGGSHELL. CONTRACTOR TO VERIFY LOCATIONS WITH TENANT. Y PL-1 PLASTIC LAMINATE,VERTICAL SURFACES MANUFACTURER:TBD, COLOR:TBD, FINISH:TBD Z PL-2 PLASTIC LAMINATE,VERTICAL&WORK SURFACES OF w 0 RECEPTION DESK, MANUFACTURER:TBD, COLOR:TBD, FINISH PLAN m FINISH:TBD 0 N SC-1 SEALED CONCRETE, GRIND, POLISH,AND SEAL NEW EXPOSED rl FINISH PLAN CONCRETE SLAB TO MATCH EXISTING. `q 1/8" = V-0" PROJECT Y SS-1 2CM SOLID SURFACE, HORIZONTAL SURFACES(BREAK 0 ROOM). MANUFACTURER: BLDG. STD., COLOR:TBD, FINISH: PERMIT S ET Z POLISHED. °- SS-2 2CM SOLID SURFACE,TRANSACTION COUNTER(RECEPTION m DESK). MANUFACTURER: BLDG. STD., COLOR:TBD, FINISH: POLISHED. 0 DATE PROJECT NUMBER _v WW-1 WET WALL PROTECTION, NEW UNISEX RR TO MATCH ^J EXISTING RESTROOM WALL PROTECTION. 10/25/2021 214670 ! SHEET NUMBER 0 a A4 11 N tD or N MARIAH KIERSEY PROPOSED LOGO WALL, , `3 n TENANT PROVIDED LOGO SIGN o PROPOSED LOGO WALL, PORTLAND7OR ��; TENANT PROVIDED LOGO SIGN � No. \\l SS-1: SOLID SURFACE, �" O1�p -- \ /� _ /\_ _ _ X _ X / HORIZONTAL SURFACES OPEN TO 9 SS-2:SOLID SURFACE, / / \ BEYOND A6.00 tp A 00 TRANSACTION COUNTER _-_ SS-2: SOLID SURFACE, � PL-1: PLASTIC LAMINATE, A6.00 1'-0" TRANSACTION COUNTER \ / VERTICAL SURFACES , SS-2: SOLID SURFACE, n PL-1: FINISHED END,TYP. ADACOUNTER IA ItTIVI 55-2: SOLID SURFACE, LOWER PARTITION WALL ADA COUNTER \ B-1:6" PAINTED MDF,TYP. o o o z LOWER PARTITION WALL PL-2: 6"TOE KICK v o ---- p L415.252.7063 THWEST DAVIS, SUITE 300 ^' a PL-2:6"TOE KICK ND, OR 97209 \ "n 8'-6" < 6'-0" 10'-0" .7100 ADA H AVE, SUITE 300 E, WA 98101 RECEPTION DESK ELEVATION - WEST WALL RECEPTION DESK ELEVATION - NORTH WALL BREAK ROOM - ISLAND ELEVATION - NORTH WALL .1600 1 3/8" = V-0" 23/8" = V-0" 33/8" = 1'-0" OWARD STREET ANCISCO, CA 94103 .7063OM MOISAN ARCHITECTS, INC. TYP. TYP. 1 1 A6.01 5'-11" A6.00 14'-8" PL-1: PLASTIC LAMINATE,VERTICAL SURFACES (4)EQ.V.I.F. (11)EQ.V.I.F. TENANT PROVIDED REFRIGERATOR � ADA COMPLIANT FAUCET&SINK, REFER TO ADA � FLOOR PLAN FOR SPEC NP. Np. TYP SS-1: SOLID SURFACE, % \ \ % TENANT PROVIDED COFFEE MACHINE, 4 3 HORIZONTAL SURFACES&FULL CONTRACTOR TO VERIFY REQUIREMENTS A6.00 A6.00 2 HT. BACK SPLASH A6.00 0 \ 2 5 5S-1:SOLID SURFACE, HORIZONTAL SURFACES& 3 / / A6.00 A6.00 Q 4" BACK SPLASH PL-1: PLASTIC LAMINATE, , VERTICAL SURFACES > ADA COMPLIANT DISHWASHER, REFER TO FLOOR TYP /' L. __ PLAN FOR SPEC O 9=0PL-1: LOWER CABINET PULL-OUT o / \ __ PL-1: PLASTIC LAMINATE,VERTICAL SURFACES WASTE&RECYCLE BINS N —�- — — w WING WALL )— - \ PL-1:4"TOE KICK,NR L!1 1'-6" V-6" � 111 2'-10" T-2" 2'-10" PL-1: FINISHED END, PL-1: KICK TYP. W VFY.W/M VIPY. VFY.W/MFG. f (5)EQ.V.I.F. VFY.W/MFG. / 6'-0"CLR 2'-11" 2'-4" 3'-0" 1'-8" 4'-3° PL-1: FINISHED END,TYP. Z VFY.W/MFG. VFY.W/MFG. VFY.W/MFG. (3)EQ.V.I.F. B-1: 6" PAINTED MDF,TYP. W _ U 4 BREAK ROOM - ISLAND ELEVATION - SOUTH WALL BREAK ROOM ELEVATION - NORTH WALL cn 5 Lu � N Z z LU P-1: PAINT, MAIN (n Q Z l/1 P-1: PAINT, MAIN l/1 O Y m --) 0 � m w O crf NEW MIRROR P-1: PAINT, MAIN Ul 2 O 3:J 02-15 ._- -- BLDG. STD. WET WALL PROTECTION J z 0 Z _ � Z --- - 02-26 O N Q LLLnQ 7 02-14 NEW PLUMBING FIXTURES, REFER TO A5.00 NEW ADA GRAB BARS J KEYNOTE LEGEND U 00 t,J 10 A5.00 8 / NEW RESTROOM ACCESSORIES Ln `- 61 m , o 9 i B-2: 6" RUBBER COVE BASE,TYP. Co ° 02-16 B NEW ADA COMPLIANT TOILET 02-02 B-2: 15" RUBBER COVE BASE,TYP. S o f., a REVISION DATE REASON FOR ISSUE B-2: 6" RUBBER COVE BASE,TYP. - ENLARGED PLAN - UNISEX 6 RESTROOM UNISEX RR ELEVATION - EAST WALL �)��J\ UNISEX RR ELEVATION - SOUTH WALL Q UNISEX RR ELEVATION - WEST WALL 1/4" = 1 0" 7 3/8" = V-0" V 3/8" = 1'_0" J 3/8" _ -0" INTERIOR ELEVATIONS NOTES 1. REFER TO PROJECT NOTES APPLICABLE TO ALL PORTIONS OF THE WORK. TYP, 2. SEE DOOR SCHEDULE FOR SIDELIGHTAND TRANSOM SIZES AND P-1: PAINT, MAIN 1 - REQUIREMENTS. (7)EQ.V.I.F. - 3. SEE WINDOW SCHEDULE FOR SIZES AND GLAZING REQUIREMENTS. Y A6.00 NEW MIRROR 4. SEE ACCESSIBILITY SHEETS FOR APPLICABLE MOUNTING HEIGHTS. 0 2,-0„ WET WALL PROTECTION - - -- - - - KEYNOTE LEGEND ENLARGED PLAN & NEW ADA GRAB BARS o Trp 02-02 PROVIDE AND INSTALL WALL BACKING AND NEW ADA GRAB BARS AS INTERIOR --- v NEW PLUMBING FIXTURES, REFER TO N 7 REQUIRED. N A5.00 KEYNOTE LEGEND N A6.00 Q D 02-14 NEW ADA COMPLIANT TOILET. CONTRACTOR TO CONFIRM SPECIFICATION ELEVATIONS Y o WITH OWNER. ° d NEW RESTROOM ACCESSORIES 02-15 NEW ADA COMPLIANT WALL HUNG SINK AND FAUCET. CONTRACTOR TO PERMIT S ET Z REVIEW OPTIONS WITH OWNER, o o_ o _ _ / _ _ _ _= 02-16 NEW ADA COMPLIANT RESTROOM ACCESSORIES. CONTRACTOR TO REVIEW v NEW ADA COMPLIANT TOILET OPTIONS WITH OWNER. mo f / \ 02-26 CONTRACTOR TO ADD FLOOR DRAIN AS REQUIRED FOR RESTROOM AND 6 DETERMINE BEST LOCATION FOR DRAINAGE. 0 - B-2: 6" RUBBER COVE BASE,TYP. 9'-10" DATE PROJECT NUMBER � N 10/25/2021 214670 (7)EQ.V.I.F. SHEET NUMBER UNISEX RR ELEVATION - NORTH WALL PRINT/COPY ELEVATION - SOUTH WALL 3/8 1 1 10 3/8" = 1'-0,. .. = 1._0.' A5 , 00 ii CASEWORK GENERAL NOTES Z-1 MAXIMUM `�����D r�� 1. BLOCKING AND HARDWARE NOT SHOWN ON CASEWORK DETAILS FOR MARIAN KIERSEY C� 0 - COUNTERTOP CLARITY PURPOSES. N PORTLAND, OR 2. SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. . No. 509 2'-1"MAXIMUM L2'-0"MAXIMUM 1 - SIDE SPLASH -- 1 I - OF �1 -WHERE OCCURS I WASTE BIN GLIDER SYSTEM l/1 0 �t - - - - - - T -t — COUNTERTOP 'v BACKSPLASH I I BACKSPLASH -WHERE OCCURS 7 DRAWER r 1 1„ 1 SEE INTERIOR ELEVATION � I I I, � COUNTERTOP IA ItTM I I I - DRAWER I FACE OF WALL I'-0'' CLEAR L — — — — — — — — — J -SEE INTERIOR ELEVATION I I ELECTRICAL IAnkrom Moisan i I I I I I I I DOOR fI I I I -- ADJUSTABLE SHELF BACKSPLASH I MICROWAVE L2527 THWEST DAVIS, SUITE 300 SEE INTERIOR ELEVATION FOR I - J _ J ND, OR 97209 QUANTITY W z z o J - - - - - - - - RECYCLING CONTAINER DOOR __ .7100 z ; 0 - FIXED SHELF ala m ¢ I > S H AVE, SUITE 300 DOOR FACE OF WALL BASE - w w w �' r � � E,WA 98101 0 — — — — — a .1600 ADIUSTABLE SHELF I /� DRAWER FINISHED FLOOR SEE INTERIOR ELEVATION FOR SEE INTERIOR ELEVATION WARD STREET I� ANCISCO, I 94103 QUANTITY BOD: WASTE GLIDER SYSTEM - HAFELE, 503.70.922 * 3� .7063 N 0M MOISAN ARCHITECTS, INC. BASE - - _ - _ _ - _ _ _ -- - BASE CASEWORK @ LOWER - DOOR BINS -- --- FACE OF WALL FINISHED FLOOR 'v s\ FINISHED FLOOR 1 1/2" = V-0" 3„ \ FACE OF WALL I 1 CASEWORK @UPPER - DOOR CASEWORK @LOWER - DOOR DRAWER CASEWORK @LOWER - MICROWAVE 61 1/2" V-0" 2 1 1/2'' 1'-0" 1 1/2" V-0" I Z I I N 2' 2" r — 2'-l" MAXIMUM z REACH PER PLAN SIDE SPLASH 2'-1"MAXIMUM SIDE SPLASH WHERE OCCURS CD WHERE OCCURS 6" 8" Lu COUNTERTOP 1'.6" ` FACE OF WALL COUNTERTOP MAX MIN / -PARTITION AS SCHEDULED 17"MIN / N 25,MAX W N 1' ALL OBSTRUCTION MUST BE LOCATED OUTSIDE THE REQUIRED KNEE AND L u/1 j. LAVATORY r TOE CLEARANCE. NO SHARP SURFACES SHALL BE EXPOSED r 1„ / — - -- Z ACCESSIBLE FAUCET - -- __ - BACKSPLASH --- KNEE & TOE CLEARANCE + w - - r , BACKSPLASH ------------ COUNTERTOP U J 1/4"x2" x2" x 26' STEELANGLE ALIGN WITH WATERFALL EDGE m - Q FAUCET REACH TI I ,Y, � @24" O.C. � 0 1 BEYOND V x zo L — _J / - INSULATE WATER SUPPLY AND z DOOR UJ Fn � / DRAINPIPES Oo w z FACE OF WALL - -- - - 3/4 = 1 -0 Lu CYl z o - - - - - z z N S i 1/4"x 2"x 3"x 24"STEEL ANGLE d w -PARTITION AS SCHEDULED S a ADIU5TABLE SHELF L11 w w @ 24" O.C. m w w SEE INTERIOR ELEVATION FOR CABINET BODY V) DOOR - 4SEE INTERIOR ELEVATION FOR 3: w QUANTITY -3/4" MDF UNLESS NOTED AS PLYWOOD ON DETAIL WITH PLASTIC LAMINATE FINISHED END Q Z un / / a QUANTITY a PANELS, FACE, &EDGES. Vl FACE OF WALL FACE OF WALL - 1/4" MDF BACK WITH MELAMINE m D -=1 111 SEE DETAIL 8 / A6.00 FOR - DOOR MELAMINE FIXED BOTTOM SHELF. �j REQUIRED KNEE AND TOEFINISH IN PLASTIC LAMINATE FIXED SHELF j — >� CLEARANCE ADIUSTABLE SHELVES J Z W Z BASE BASE BASE -3/4" MDF WITH MELAMINE WITH MATHCING EDGEBANDING AT FRONT EDGE. > Z � > -PROVIDE(4)MTL SUPPORT CLIPS PER SHELF AND MOUNTING HOLES AT 32 MM OC IN END O u/1 Q LL FINISHED FLOOR J Q j PANELS. = L('1 EXTEND UNDER REMOVABLE I I _-- � t l0 J - CABINET Ln I FINISHED FLOOR FINISHED FLOOR DRAWERS V CD Q 3° -- -1/2" MDF WITH MELAMINE SIDES, BACK AND FRONT WITH MATCHING EDGE BANDING L CL m - 1/4" MATCHING BOTTOM,TYP. �— DOOR&DRAWER FACE 5 CASEWORK @ ACCESSIBLE SINK - DOOR BUILT- IN ISLAND @ CABINET BELOW CASEWORK @ LOWER - DOOR SHELF -3/4" MDF WITH PLASTIC LAMINATE FACE AND BACK WITH MATCHING EDGE BANDING. REVISION DATE REASON FOR ISSUE HINGE 1 112" = 1'-0" 6 1 1/2" = 1'-0" 7 1 1/2" = 1'-0" - BLUM FULL OVERLAY, 120 DEGREE - FINISH: NICKEL PLATED UPPER- PULL PULLS - COUNTERTOP - HAFELE, MODEL NO. 177.50.610 COUNTERTOP - FINISH: BRUSHED STAINLESS STEEL DRAWERGLIDES \ 1211 2"' GALVANIZED STEEL CONSTRUCTION , BALL BEARINGS SEPARATING TRACKS. 4 -ACCURIDE, MODEL 3832- 100LB OR EQUIVALENT 63/4" 11/2" PULL OUT WASTE BINS HARDWARE 41/2' 7/8"x 8"x 24" MAXIMUM STEEL 7/8"x 8" x 24" MAXIMUM STEEL PLATE PLATE -HAFELE, EURO CARGO 503.70.922 W/(2)TWO 38 LITER BINS OR APPROVED EQUAL PAINT GRIND EXPOSED EDGES DRAWER-PULL: CENTERED -MILLWORKER TO VERIFY CABINET CLEAR DIMENSION MEET HARDWARE REQUIREMENTS. PAINT GRIND EXPOSED EDGES Y 3/16 3/16 a SHELF RESTS z zo a -KNAPE AND VOGT MANF, MODEL NO. 346 SHELF SUPPORT PINS v0 w W -FINISH:ANOCHROME z ¢ :5 FACE OF WALL z w FACE OF WALL -PARTITION AS SCHEDULED m o w z 70 -PARTITION AS SCHEDULED 0 DOOR STOPS m N EQ AT END CABINET UNITS PROVIDE NYLON CORD AT TOP OF INSIDE CABINET DOOR THAT IS CASEWORK DETAILS o 4"x 4"x 3/16"STEEL TUBE @ 24" ATTACHED TO BOTTOM OF THE CABINET TO PREVENT DOOR/DOOR HANDLE FRO HITTIGN 4"x 4"x 3/16"STEEL TUBE @ 24" ON CENTER ADJACENT WALL v ON CENTER 3/16 LOWER- PULL BASE MISC BRACKETS 3/16 BASE -WALL MOUNTED MILLWORK: HAFELE HEBCO, (LOAD CAPACITY 1100 LBS. PER PAIR), MODEL NO. N 287.45.459 ___ --- ANCHOR BOLT(4) PERMIT SET __ - - -- ANCHOR BOLT(4) __ - FINISH: GRAY PRIMED STEEL ? 2" EMBED @ 6"ON CENTER - - - -2" EMBED @ 6" ON CENTER — - - ------------ 2" 2"' a BACKSPLASH, COUNTERTOP,AND BASE PER FINISH SCHEDULE m _ FINISHED FLOOR o f FINISHED FLOOR o `----_-_ 1/2"x 7"x 9"STEEL PLATE 4 ALL CASEWORK AND MILLWORK SHALL BE CONSTRUCTED TO AWI PREMIUM STANDARDS UNLESS BOD:ANCHOR BOLT- HILTI - KWIK BOLTTZ-CS 3/8 1/2"x 7"x 9"STEEL PLATE BOD:ANCHOR BOLT- HILTI - KWIK BOLT TZ-CS 3/8 CAS E W O R K - TYPICAL PULL NOTED OTHERWISE. DATE PROJECT NUMBER 10/25/2021 214670 TRANSACTION COUNTER @ PONY WALL ADA COUNTER @ PONY WALL LAYOUT CASEWORK INFORMATIONSHEET NUMBER > 9 1 1/2" = V-0" 10 1 1/2" = 1'-0" 1 1 1" = 1' 0" 12 1 1/2" = 1'-0" A6 , 00 ' , u ii CL 0 APC O - MARIAH KIERSEv N TWO FIXTURE HANGING WIRES AT - FLOOR DRAIN. t��!/ 0 2'-0"MAXIMUM COORDINATE WITH PLAN. �PoRTLano, C--" OPPOSITE CORNERS SECURED TO / / STR CTURE GROUT LINE.VERIFY WIDTH. no. 50y COMPRESSION POSTAT � OF 00 TWO(2) MAIN RUNNER 12 FEET OC EACH WAY LIGHT CLIPS AT OPPOSITE z g - - DOOR CORNERS \ 00 m 0 W � J W W ASEE INTERIOR SHELF - ------------ -SEE NTERIOR ELEVATION FOR - AREA OF SLOPED TILE, MIN. - QUANTITY SLOPE = 1/8" PER 1'-0" FLOOR TILE PER SCHEDULE 38 NORTHWEST DAVIS, SUITE 300 HANGER WIRE AT 450 TILE FLOOR AS SCHEDULED, SET PORTLAND, OR 97209 FOUR WAYS ON THINSET OVER CONCRETE 503.245.7100 E - - SLAB. PROVIDE ISOLATION SAFETY WIRE ATTACHED TO MEMBRANE AND WATERPROOF 1505 5TH AVE, SUITE 300 REFRIDGERATOR /f MEMBRANE. SEATTLE, WA 98101 CEILING GRID FIXTURE HOUSING / WRAPPED AROUND FIXTURE L MAIN RUNNER 206.576.1600 HANGING WIRE MIN. FOUR FLOOR DRAIN.VERIFY FACE OF WALL TIMES. SECURE AT DIAGONAL LOCATION WITH PLAN. 1014 HOWARD STREET CORNERS NOT CONTAINING - SAN FRANCISCO, CA 94103 MAIN RUNNER LIGHT CLIPS CROSS RUNNER 415.252.7063 (D ANKROM MOISAN ARCHITECTS, INC. j NOTE: REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56 LBS OR LESS. LIGHT FIXTURES SLOPED TILE. PROVIDE A WEIGHING MORE THAN 56 LBS TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE MINIMUM SLOPE: 1/8" PER 1'-0" 1 CASEWORK @ UPPER - REFRIGERATOR RECESSED LIGHT FIX BRACE FLOOR DRAIN - TILE 1 1/2" = V-0" 2 1 1/2" = V-0" 3 1 1/2" = 1'-O" 4., O I I I LL I I � TYP DOOR OFFSET AT PERPENDICULAR WALL I Iuj V) I I I I z Z CENTER OF DOOR WHERE THERMOSTAT W in OCCURS �- V -CENTER UNDER DOOR I I 5s � Ul m Lu W m N EXISTING CONCRETE \ z Z ` J Ln W > CARPET a DIRECT GLUED W a l/1 I I OUTLETS o m W z u co O x x I SUBFLOOR, LEVELED AS m q a J Z w REQUIRED FOR FLOORING 0j M Z INSTALLATION O Ln Z W LIl W g -0 J L) 0 0 - In a m BOD:TRANSITION STRIP-SCHLUTER- RENO U 4 FLOORING EDGE @ CARPET STANDARD MOUNTING HEIGHTS REVISION DATE REASON FOR ISSUE 6" = 1'-0" 5 3/4" = V-0" Y L �2 2 GJ Z W m INTERIOR DETAILS 0 N O r V N Y PERMIT SET z v m 0 N O DATE PROJECT NUMBER 10/25/2021 214670 v SHEET NUMBER O a A6 , 01 0 16D ARC DOOR SCHEDULE NOTES 6MARIAH KIERSEY N 1. MATCH BUILDING STANDARD DOORS AND HARDWARE IN STYLE AND a DOOR SCHEDULE FINISH -TYPICAL. P`oRTLAN�`oR � 2. DOOR OPENINGS ARE MEASURED FROM THE FACE OF THE DOOR TO THE No. 50 9/t� wt LOCATION W PANEL FRAME COMMENTS REVISION NO. FACE OF OPPOSING STOP WHEN OPENED ATAN ANGLE OF 90 DEGREES Q v SIZE a FROM CLOSED POSITION IN ACCORDANCE WITH ADA/ANSI 404.2.2 AND OF 101 J J 00 404.2.3. w ¢_ _ ¢ _ 3. WHERE A PAIR OF DOORS IS UTILIZED,AT LEAST ONE LEAF MUST PROVIDE Z a w wa w A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32 INCHES WITH THE LEAF WIDTH HEIGHT ~ z ~ z Q z z z POSITIONED ATAN ANGLE OF 90 DEGREES FROM IT'S CLOSED POSITION w LL '" LL 0 Lo IN ACCORDANCE WITH IBC CHAPTER 10 AND ADA/ANSI 404.2.2 AND m ¢ w w w 404.2.3. 1/4"TEMPERED GLASS 4. MATCH INTERIOR AND EXTERIOR METAL DOORS AND FRAME COLORS TO fAiltTM ADJACENT WALL COLORS OR AS OTHERWISE SCHEDULED OR NOTED. 104 LARGE CONF RM EXIST. EXIST. EXIST. F EXIST. EXIST. EXIST. EXIST. 1 EXISTING 5. ALL STAIN GRADE DOOR SETS TO BE BOOK MATCHED. RELOCATED isan 6. EXIT DOORS ARE OPERABLE FROM THE INSIDE WITHOUTTHE USE OF A • • • 105 MED CONF RM 1 EXISTING KEY, SPECIAL KNOWLEDGE, OR FORCE. EXIST. EXIST. EXIST. F EXIST. EXIST. EXIST. EXIST. RELOCATED L415.252.7063 THWEST DAVIS, SUITE 300 7. PROVIDE COMMERCIAL GRADE HARDWARE. 107 OFFICE EXIST. EXIST. EXIST. F EXIST. EXIST. EXIST. EXIST. 1 EXISTING 8. ALL HARDWARE SHALL BE ADA COMPLIANT. RELOCATED 9. PROVIDE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCH SET OR ND, 0 97209 ' LOCK SET,AND ONE DOOR STOP FOR EACH DOOR.(CONFIRM FLOOR OR .7100 108 SMALL CONF RM 1 EXISTING , j EXIST. EXIST. EXIST. F EXIST. EXIST. EXIST. EXIST. RELOCATED i WALL STOP ON SITE WITH ARCHITECT)AT LOCATIONS WHERE DOOR WOULD OTHERWISE STRIKE WALL. PROVIDE 18 GA. BACKING FOR WALL H AVE, SUITE 300 111 UNISEX RR 2 EXISTING E,WA 98101 EXIST. EXIST. EXIST. F EXIST. EXIST. EXIST. EXIST. RELOCATED \ . STOP IN FRAMED WALLS. 112 PHONE 1 EXISTING � � - 10. DO NOT EXCEED 8-1/2 POUNDS MAXIMUM EFFORT FOR EXTERIOR DOORS .1600 EXIST. EXIST. EXIST. F EXIST. EXIST. EXIST. EXIST. RELOCATED n AND 5 POUNDS FOR INTERIOR DOORS.WHEN ALLOWED BY THE AHJ m OWARD STREET MAXIMUM EFFORT FOR FIRE RATED DOORS MAY BE INCREASED TO A 115 OFFICE EXIST. EXIST. EXIST. F EXIST. EXIST. EXIST. EXIST. 1 EXISTING MAXIMUM OF 15 POUNDS. ANCISCO, CA 94103 RELOCATED z .7063117 PHONE 1 EXISTING 11. MOUNT DOOR HARDWARE BETWEEN 34 INCHES MINIMUM AND 48EXIST. EXIST. EXIST. F EXIST. EXIST. EXIST. EXIST. INCHES MAXIMUM ABOVE FINISHED FLOOR. OM MOISAN ARCHITECTS, INC. RELOCATED 118 PHONE 1 EXISTING F NG BL 12. HAND-ACTIVATED LATCHING AND LOCKING DOORS ON AN ACCESSIBLE EXIST. EXIST. EXIST. F EXIST. EXIST, EXIST. EXIST. RELOCATED PATH OFTRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH/PULL ACTIVATION BARS OR OTHER 120 OFFICE EXIST. EXIST. EXIST. F EXIST. EXIST. EXIST. EXIST. 1 EXISTING DOOR - PANEL TYPES - LEGEND HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE RELOCATED ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS TO 121 OFFICE EXIST. EXIST. EXIST. F EXIST. EXIST. EXIST. EXIST. 1 EXISTING OPERATE AS ABOVE IN THE EGRESS DIRECTION IN ACCORDANCE WITH RELOCATED ADA/ANSI 309.4 AND 404.2.7. 126 SERVER RM NR 3'-0" MATCH EXIST. NG, BL WD MATCH TEMPERED KD MATCH 3 13. PROVIDE CLOSERS ALL RATED ASSEMBLIES AND WHERE NOTED. EXIST. EXIST. 14. PROVIDE FIRE RATED GLAZING MEETING THE REQUIREMENTS OF THE 127 TECH LAB NR 3'-0" MATCH EXIST. NG WD MATCH TEMPERED KD MATCH 1 APPLICABLE CODES AND AS APPROVED BY THE AUTHORITY HAVING EXIST. EXIST. I I i I JURISDICTION FOR ALL FIRE RATED DOORS CONTAINING VISION PANELS. 130 MED CONF RM NR 3'-0" MATCH EXIST. F WD MATCH KD MATCH 1 EXIST. EXIST. 133 OFFICE NR 3'-0" MATCH EXIST. F WD MATCHKD MATCH 1 EXIST. EXIST. GLAZING NOTES 134 PHONE NR 3'-0" MATCH EXIST. F WD MATCH KD MATCH 1 O EXIST. EXIST. 1. REFER TO 'PROJECT NOTES APPLICABLE TO ALL PORTIONS OFTHE WORK. 135 PHONE 1 EXISTING 2. SEE FLOOR PLANS FOR WINDOW LOCATIONS. EXIST. EXIST. EXIST. F EXIST. EXIST. EXIST. EXIST. RELOCATED 3. PROVIDE SAFETY GLAZING AS REQUIRED TO MEET BUILDING CODE Lu H SECTION 2406. 4. ALL WINDOW DIMENSIONS ARE TO EDGE OF FRAME(NOT INCLUDING N FLANGES) UNLESS NOTED OTHERWISE. ui vi 5. CONTRACTOR TO CONFIRM IF NEW WINDOWTREATMENTATALL V PERIMETER GLAZING IS REQUIRED, COORDINATE WITH BUILDING Z z z MANAGEMENT. W V J to m HARDWARE GROUPS w L N GROUP 1 - INTERIOR PASSAGE Z z 11/2 PAIR BUTTS-4 1/2" ; M LEVERSET- "PASSAGE"TYPE Nz FLOOR STOP m0 0 Y SILENCER W 0 mLU >O GROUP 2- INTERIOR LOCKING-RESTROOM v) 2 O 1/2 PAIR BUTTS-41/2" 1 1-- LEVER LOCKSET-"PRIVACY"TYPE LOCK W/INDICATORJ > z z FLOOR STOP O > ILL. SILENCER Ln LLr) ~ W GROUP 3-CONTROLLED ACCESS V O O 11/2 PAIR BUTTS-41/2" (n d m LEVERLOCKSET-" ENTRANCE"TYPE ELECTRIC STRIKE CLOSER FLOOR STOP SILENCER REVISION DATE REASON FOR ISSUE COORDINATE HARDWARE WITH CONTROLLER ACCESS SYSTEM (CONTRACTOR TO INSTALL TENANT PROVIDED CARD READER SYSTEM) L Y 2O G GJ Z w m DOOR LEGEND & 0 SCHEDULE Y ai PERMIT SET z v m 0 N O DATE PROJECT NUMBER 7 10/25/2021 214670 SHEET NUMBERO L a 11