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Plans (30) BUP2020 -00125 � SISU Design Group MED Rx (Tms ,N � Interior Planning & Design 32 NE 7th Avenue enan r O V e m e n Portland OR 97232 503.539.3858 sisudesigngroup.com Red Rock Center - Building C - 12115 SW 70th Avenue , Suite 202 , Tigard , Oregon SYMBOLS LEGEND TARGETS PROJECT DESCRIPTION MECHANICAL COORDINATION GENERAL NOTES DRAWING LIST PLAN VIEWTENANT IMPROVEMENT ON 2ND LEVEL OF EXISTING BUILDING. REF. 1. THE MECHANICAL WORK WILL BE BIDDER DESIGNED. MECHANICAL DESIGN 1. ALL WORK SHALL COMPLY WITH APPLICABLE BUILDING, PLUMBING, G1 COVER SHEET, GENERAL INFO, VICINITY MAP ROOM NAME PERMIT #BUP2016-00170 MUST MEET ALL LOCAL AND STATE CODES. CONTRACTOR SHALL VERIFY ALL MECHANICAL, ELECTRICAL, AND FIRE CODES AS WELL AS ACCIDENT AND I ROOM NAME UTILITIES AND COORDINATE EQUIPMENT REQUIREMENTS, SIZES, FINISHES AND G2 CODE ANALYSIS EXISTING WALLS TO REMAIN ROOM NUMBER PROPOSED USE IS OFFICE. LOCATIONS WITH OWNER PRIOR TO PROCEEDING AND REVIEW WITH ARCHITECT FIRE PREVENTION REGULATIONS G3 ACCESSIBILITY DIAGRAMS PRIOR TO FINAL ROUGH-IN. 2. IN PERFORMING PROFESSIONAL SERVICES FOR THIS PROJECT, SISU DESIGN 1-HOUR RATED WALL DOOR NO. TARGET NO CHANGE IN OCCUPANCY IS PROPOSED. (CORE & SHELL PERMIT 2. PROPOSALS AND DOCUMENTS PERTAINING TO THIS WORK SHALL BE PROVIDED GROUP EXPRESSES OR IMPLIES NO WARRANTIES OR CERTIFICATIONS. NOTES TENANT SPACE AS B OCCUPANCY) TO THE ARCHITECT FOR REVIEW PRIOR TO PROCEEDING. ALL MECHANICAL 3. INFORMATION RELATING TO THE EXISTING BUILDING IS BASED ON C100 SITE PLAN NO ADDITIONAL SQUARE FOOTAGE IS PROPOSED. EQUIPMENT AND COMPONENT LOCATIONS AND ANY OTHER EXPOSED DOCUMENTS PROVIDED BY THE OWNER AND FIELD MEASUREMENTS. A150 ENLARGED FLOOR PLAN, WALL ASSEMBLIES, SCHEDULES. RECEIVED NEW WALL NO EXTERIOR CHANGES ARE PROPOSED. ACTUAL CONDITIONS MAY VARY. 233A-1 DOOR N0. EQUIPMENT SHALL BE SUBMITTED FOR REVIEW. A250 ENLARGED REFLECTED CEILING PLAN, CEILING ASSEMBLIES, SCHEDULES NO HEIGHT CHANGES ARE PROPOSED. PARTIAL HEIGHT WALLS ROOM NO. NO PARKING CHANGES ARE PROPOSED. 3. CONTRACTOR TO PROVIDE COMCHECK REPORT SHOWING PROPOSED SYSTEM 4. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND A700 INTERIOR DETAILS MAY 4 2020 NO CHANGE TO 1ST OR 2ND LEVEL COMMON AREA. MEETS OR EXCEEDS MINIMUM CODE REQUIREMENTS. REPORT ANY DISCREPANCIES TO THE ARCHITECT IMMEDIATELY. 0'-0" NO CHANGES TO EXISTING MECHANICAL SHAFTS SERVING LEVEL 01. A701 INTERIOR DETAILS, INTERIOR ELEVATIONS. CITYOFTIGARD TOW 4. COORDINATE W/ DESIGNER REGARDING CONTROL AREAS AND THERMOSTAT 5. DIMENSIONS ARE TO CENTER OF STUD OR FACE OF FINISHED WALL. BUILDING DIVISION LOCATIONS. NEVER TO FACE OF STUD. WALL RECEPTACLE: DUPLEX, 4-PLEX 5. ROOM 253 TO HAVE AN EXHAUST FAN TIED TO A THERMOSTAT LOCATED IN 6. CONTRACTOR SHALL PROVIDE SHORING, BRACING, SUPPORT AND RELITE NO. TARGET THE ROOM. PROTECTION AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF THE CEILING RECEPTACLE: DUPLEX SITE & ZONING INFORMATION 6. EXHAUST FANS LOCATED IN ROOMS 261 AND 262. BUILDING. �{ R-X 7. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF IIJ) +42 DENOTES DISTANCE ABOVE FINISH FLOOR PROJECT ADDRESS: Red Rock Center Building C, Suite 202 CONSTRUCTION. CONTRACTOR TO COORDINATE WITH OWNER ON METHODS USB DUPLEX WITH INTEGRAL USB PORTBUILDING SECTION TARGET SW 72nd at SW Dartmouth Street AND SEQUENCE OF DEMOLITION OPERATIONS. PLUMBING COORDINATION dC WALL OUTLET: CABLE TV MAP & TAXLOT ID#: 2S101A603100 8. CONTRACTOR SHALL PROTECT EXISTING OCCUPANTS, PROPERTY, FINISHES, DETAIL NUMBER REAL PROP. ACCOUNT #: R2177857 FURNISHINGS AND EQUIPMENT FROM DAMAGE DURING PERFORMANCE OF 1. THE PLUMBING WORK WILL BE BIDDER DESIGNED. PLUMBING DESIGN WORK. WALL OUTLET: COMBINED TELEPHONE / DATA 3 ZONE: CG (GENERAL COMMERCIAL DISTRICT) MUST MEET ALL LOCAL AND STATE CODES. CONTRACTOR SHALL VERIFY VALIDITY OF PERMIT A400 ALL UTILITIES AND COORDINATE EQUIPMENT REQUIREMENTS, SIZES, 9• CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUISITION OF ALL TRADE THE ISSUANCE OF A PERMIT O b USE: OFFICE FLUSH IN-FLOOR OUTLETS: DUPLEX, DRAWING NUMBER FINISHES AND LOCATIONS WITH OWNER PRIOR TO PROCEEDING AND PERMITS INCLUDING PLUMBING, MECHANICAL AND ELECTRICAL PERMITS OR BASED ON CONSTRUCTION OVERALL SITE SIZE: 67,515 SQUARE FEET LICENSES IN CONNECTION WITH THE WORK REPRESENTED IN THESE COMBINATION, SIGNAL REVIEW WITH ARCHITECT PRIOR TO FINAL ROUGH-IN. DOCUMENTS AND OTHER Q KEY PAD 2. PROPOSALS AND DOCUMENTS PERTAINING TO THIS WORK SHALL BE DETAIL TARGET BUILDING AREA: 21,000 SQUARE FEET DOCUMENTS AS REQUIRED BY LOCAL, COUNTY AND STATE ORDINANCES. DATA SHALL NOT PREVENT DETAIL NUMBEROVIDED 10. SOLID BLOCKING SECURED TO STRUCTURE SHALL BE PROVIDED AT ALL THE CODE OFFICIAL FROM I� VOLUME CONTROL 91E] EXPOSED AREA: 1,080 IMPROVEMENT 1,080 SQUARE FEET PLUMBING EQUIPMENT CA D COMPONENTS LOCATIONS ANDOANYDOTHERALL WALL OR CEILING MOUNTED ACCESSORIES REQUIRING SUPPORT. REQUIRING THE CORRECTION EQUIPMENT SHALL BE SUBMITTED FOR REVIEW. 11. EXCESS MATERIALS PURCHASED TO BE TURNED OVER TO BUILDING STOCK OF ERRORS.OSSC 105.4 REFLECTED CEILING VIEW DRAWING NUMBER AT OWNER'S OPTION. 12. CONTRACTOR TO PROVIDE ALL CONDUITS, JUNCTION BOXES AND CEILING LUMINAIRE: SURFACE/RECESSED INTERIOR ELEVATION TARGET BIDDER DESIGNED REQUIREMENTS ELECTRICAL COORDINATION FACEPLATES FOR TELEPHONE/DATA SYSTEM. COORDINATE LOCATIONS WITH OWNER. PROVIDE PULL STRING AND CONDUIT TO ABOVE CEILING CEILING LUMINAIRE: PENDANT MOUNTED 1. THE ELECTRICAL WORK WILL BE BIDDER DESIGNED. ELECTRICAL LINE OR BELOW FLOOR AS REQUIRED. TELEPHONE/DATA TO BE SAME DETAIL NUMBER DESIGN MUST MEET ALL LOCAL AND STATE CODES. CONTRACTOR 8 2 1. THE CONTRACTOR SHALL COORDINATE AND ASSUME (OR ASSIGN TO HEIGHT AS ADJACENT ELECTRICAL OUTLET/SWITCH. i 0 rl_�J WALL LUMINAIRE: SURFACE, RECESSED 6 SUBCONTRACTOR) COMPLETE RESPONSIBILITY FOR DESIGN, SHALL VERIFY ALL UTILITIES AND COORDINATE EQUIPMENT 7 3 DRAWING NUMBER ENGINEERING, SUBMITTALS, FABRICATION, TRANSPORTATION, AND REQUIREMENTS, SIZES, FINISHES AND LOCATIONS WITH OWNER PRIOR 13. ALL ELECTRICAL, TELEPHONE AND DATA OUTLETS ARE TO BE GANGED CWALL WASHER: SURFACE, RECESSED}- n _ A601 INSTALLATION OF THIS WORK. TO PROCEEDING AND REVIEW WITH ARCHITECT PRIOR TO FINAL TOGETHER TO KEEP SPACING TO A MINIMUM. SPACING, INCLUDING PROJECT TEAM IJ- 6 4 2. PRIOR TO STARTING WORK, THE CONTRACTOR SHALL SUBMIT ALL ROUGH-IN. MOUNTING HEIGHT, OF ALL SWITCHES, OUTLETS, THERMOSTATS AND ALL BIDDER-DESIGNED DOCUMENTS TO THE GOVERNING BUILDING 2. PROPOSALS AND DOCUMENTS PERTAINING TO THIS WORK SHALL BE OTHER EQUIPMENT TO BE ALIGNED AND APPROVED BY DESIGNER. ® LINEAR LUMINAIRE: SURFACE, RECESSED ELEVATION NUMBER DEPARTMENT FOR REVIEW AND APPROVAL. EACH BIDDER-DESIGNED PROVIDED TO THE ARCHITECT FOR REVIEW PRIOR TO PROCEEDING. 14. COORDINATE LOCATION EQUIPMENT CONTROLS AND ALL OTHER CONTROLS BUILDING OWNER ITEM MAY REQUIRE A SEPARATE PERMIT AND FEE, WHICH SHALL BE ALL ELECTRICAL EQUIPMENT AND COMPONENT LOCATIONS AND ANY WITH DESIGNER PRIOR TO INSTALLATION. SPACING, INCLUDING MOUNTING TIGARD TRIANGLE PARTNERS LLC l� LINEAR LUMINAIRE: WALL MOUNTED, PENDANT REFERENCE GRID PAID BY THE CONTRACTOR. OTHER EXPOSED EQUIPMENT SHALL BE SUBMITTED FOR REVIEW. HEIGHT, OF ALL SWITCHES, OUTLETS, THERMOSTATS AND ALL OTHER Contact: Dr. Steve Gabel CONTROLS TO BE ALIGNED APPROVED BY DESIGNER (INCLUDING SWITCHES (503) 887-7477 LINEAR LUMINAIRE: UNDER COUNTER drgabel@gabelcenter.com BIDDER-DESIGNED SYSTEMS: 3. ELECTRICAL BIDDER-DESIGNED SUBMITTAL TO SHOW ALL EQUIPMENT INDICATED ON MEDICAL EQUIPMENT SUPPLIER DRAWINGS). 9 ®9abelcenter.com INCLUDING CIRCUITRY, H - - ELECTRICAL SWITCH LOCATIONS AND OCCUPANCY SENSORS. dr _ '27 N A ® EXIT LIGHT: CEILING, WALL (ARROWS AS SHOWN) - FIRE & SMOKE ALARM SYSTEM 4. PROVIDE SWITCHES FOR ALL LUMINAIRES. SWITCHING FROM BREAKER 15. PATCH, CAULK AND FINISH ALL THROUGH FLOOR, WALL AND CEILING O PENETRATIONS OF CONDUITS, PIPING, DUCTS, ETC. FOR SMOKE TIGHT TENANT N - HVAC SYSTEM BOX IS PROHIBITED. ASSEMBLIES Piper Buersmeyer EGRESS LIGHTING A - PLUMBING SYSTEM 5. CONTRACTOR TO PROVIDE COMCHECK REPORT SHOWING PROPOSED Med Rx Partners �TtA5 NNS) 16. CONTRACTOR TO VERIFY THAT ALL EQUIPMENT & SYSTEMS ARE - TEL/COM (LOW VOLTAGE) SYSTEM MEETS OR EXCEEDS MINIMUM CODE REQUIREMENTS. SYSTEMS. 12115 SW 70th Avenue COORDINATED & DESIGNED TO FUNCTION WITH THE EXISTING BUILDING EXHAUST FAN - SECURITY SYSTEM SYSTEMS. Suite 202 LINE TYPES - SUSPENDED CEILING SYSTEM Tigard, OR 97223 N SUPPLY AIR DIFFUSER - ANY OTHERS REQUIRED BY BUILDING DEPARTMENT 17. ALL PORTIONS OF THE BUILDING OUTSIDE THE SCOPE OF WORK WILL (503) 405-1183 ® LIGHTING CONTROLS REMAIN OPEN TO OCCUPANTS. CONTRACTOR TO MAINTAIN ALL EGRESS piper®tms-nw.com (V PATHS AND EMERGENCY LIGHTING. VESTIBULE TO REMAIN OPEN AND S - - - - - - _ CENTERLINE 4. COMPLY WITH BUILDING DEPARTMENT REQUIREMENTS AND 0 RETURN AIR 1. INTERIOR LIGHTING CONTROLS USABLE WHILE BUILDING IS OCCUPIED BY USERS. CONTRACTOR TO MANUFACTURER'S RECOMMENDATIONS. O O� PROPERTY LINE AT LEAST ONE LOCAL SHUT-OFF LIGHTING CONTROL SHALL BE COORDINATE ANY PROPOSED CLOSURES WITH OWNER AND EXISTING INTERIOR DESIGNER OS CEILING MOUNTED SPEAKER 5. AFFIX DESIGN PROFESSIONAL'S SEAL OF OREGON STATE LICENSE ON PROVIDED FOR EVERY 2,000 SQUARE FEET OF LIT FLOOR AREA AND TENANTS. SISU DESIGN GROUP CONSTRUCTION LINE ALL SUBMITTALS WHERE REQUIRED BY CODE. EACH AREA ENCLOSED BY WALLS OR FLOOR-TO-CEILING 18. SMOKE DETECTORS/ALARMS TO BE INTERCONNECTED. ACTUATION OF ONE 2728 N. Jessup Street O OS OCCUPANCY SENSOR6. THE OWNER WILL NOT PAY FOR PROGRESS DELAYS, ADDITIONAL PARTITIONS. THE REQUIRED CONTROLS SHALL BE LOCATED WITHIN ALARM ACTUATES ALL ALARMS. ALL ALARMS TO BE WIRED PERMANENTLY Portland, OR 97217 BREAKLINE WORK, ADDITIONAL PRODUCTS, RESTOCKING, OR REWORKING THE AREA SERVED BY THE CONTROLS OR BE A REMOTE SWITCH TO PRIMARY POWER SOURCE WITH BATTERY BACK-UP. TIE INTO Q H tel (503) 539-3858 REQUIRED BY CONTRACTOR'S FAILURE TO COORDINATE THAT IDENTIFIES THE LIGHTS SERVED AND INDICATES THEIR STATUS. EXISTING BUILDING SYSTEM. Krista Pettis Krista®sisudesi n rou EACH ROOM TO BE SWITCHED INDEPENDENT FROM GENERAL / 9 9 p'com LO L NORTH ARROW BIDDER-DESIGNED WORK WITH OTHER PROJECT WORK. LIGHTING. 19. COORDINATE ALL MECHANICAL, ELECTRICAL, AND PLUMBING REQUIREMENTS W r 7. ALL BIDDER-DESIGNED WORK SHALL BE PROVIDED TO THE FOR MEDICAL EQUIPMENT SUPPLIED INCLUDING ADDITIONAL ELECTRICAL r N DESIGNER FOR REVIEW PRIOR TO PROCEEDING. 2. EGRESS LIGHTING REQUIREMENTS. GENERAL CONTRACTOR C4 •� WORKING EGRESS ILLUMINATION SHALL BE CONTROLLED BY A COMBINATION OF 20. ALL OUTLET AND SWITCH COVERS TO BE COMMERCIAL GRADE QUALITY Gary Zurbrugg r MATERIALS LEGEND NORTH LISTED EMERGENCY RELAY AND OCCUPANCY SENSORS TO SHUT OFF AND SIZE, COLOR TO BE: WHITE W/ WHITE SWITCHES AND OUTLETS UNO. Zurbrugg Construction Co. DURING PERIODS THAT THE BUILDING SPACE SERVED BY THE MEANS NOTIFY ARCHITECT IF ANY PROPOSED EQUIPMENT SWITCHES OR OTHER 380 SE Washington Street E EQ. TRUE NORTH SEPARATE PERMIT REQUIRED OF EGRESS IS UNOCCUPIED. OUTLETS ARE NOT AVAILABLE IN THIS SPECIFIED COLOR PRIOR TO Hillsboro, OR 97123 REVISION NO. DATE INSTALLATION. 3. LIGHT REDUCTION CONTROLS tel (503) 681-0912 SUSPENDED ACOUSTIC CEILING TILE. ALIGN ALL FIXTURES, 21. ALL OUTLETS IN TREATMENT AREAS TO BE MEDICAL GRADE WIRING PER Gar Zurbruggar urbru construction.com 0 1. FIRE SPRINKLER SYSTEM EACH AREA THAT IS REQUIRED TO HAVE A MANUAL CONTROL SHALL DETECTORS, SPRINKLERS, ETC. CEILING HEIGHT TARGET 2. FIRE & SMOKE ALARM SYSTEM ALSO ALLOW THE OCCUPANT TO REDUCE THE CONNECTED LIGHTING CODE. CCB# #2498 9 99 IN CENTER OF 2X2 GRID 3. ELECTRICAL SYSTEMS LOAD IN A REASONABLY UNIFORM ILLUMINATION PATTERN BY AT 22. HEIGHTS INDICATED ARE CENTERLINE OF THE BOX AFF. OUTLETS TO BE EXCEPT FOR FIXTURE B&C 9 _0" 4. HVAC SYSTEMS ALIGN WITH EDGE CEILING HEIGHT ABOVE LEAST 50 PERCENT BY APPROVED METHOD. SEE CODE FOR INSTALLED AT 18" AFF UNO. 5. PLUMBING SYSTEMS EXCEPTIONS. FINISH FLOOR 23. ALL FURNITURE AND EQUIPMENT SHOWN DASHED IS TO BE PROVIDED BY OTHERS UNO. GYPSUM BOARD GP 24. PROVIDE EXIT SIGNAGE, FIRE EXTINGUISHERS & EMERGENCY LIGHTING VERTICAL ELEVATION EGRESS LIGHTING SYSTEM IN CONFORMANCE WITH THE TVF&R REQUIREMENTS. i GLAZING OL 100'-0" 1. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE 25. EACH ROOM TO BE SWITCHED INDEPENDENT FROM GENERAL LIGHTING. 11 INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT INSTALL DIMMER IF DIMMABLE FIXTURE IS SPECIFIED. :Ag DATE SW CLINTON ST. _ CANDLE AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE 'Z O # 311t2s May 3, 2020 ROUGH WOOD FINISH MATERIAL TAG MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. A MAXIMUM a = TO MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT SCALE BE NCD PROVIDEDDFOR A MCINIMUM 090 MINKUP POWER FOR UTES. LIGHTING SHALL BE FIRE/SMOKE ALARM SYSTEM COORDINATION # """'d AS NOTED FINISH WOOD X-1 FINISH MATERIAL, SEE ^ 3 :310 MATERIAL/COLOR SCHEDULE 3 n 1 DRAWN BY SW DARMOUTH ST. w ¢ 2. EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY EXIT SIGNS 1. DESIGN, ENGINEERING, CALCULATIONS AND PERMIT ACQUISITION OF THE 1 %P3AojdclV BATT INSULATION 5 READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. EXIT SIGNS KP x FIRE/SMOKE ALARM SYSTEM, TO BE PROVIDED ON A BIDDER-DESIGNED EQUIPMENT TAG ~ SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM OR SHALL BE BDI�Itr1'IdL40D TCT('72iA\ i1A121 BASIS BY THE CONTRACTOR. ALL SYSTEMS, EQUIPMENT, LOCATIONS, O y` EQUIPPED WITH BATTERY BACK-UP. C�I�J1 L d0 �j i i� DRAWING TITLE AND DESIGN TO BE REVIEWED BY THE DESIGNER PRIOR TO SUBMITTAL 3 a COVER SHEET GYPSUM BOARD EQUIPMENT TAG "' AND APPROVED BY THE CITY & THE FIRE MARSHAL PRIOR TO X-1 SEE SCHEDULE INSTALLATION. SIT SW ELMHURST ST. N KEYNOTE TAG JldOO 301-A:10 O KEYNOTE CITY OF TIGARD N Approved by Planning SHEET NUMBER VICINITY MAP Date: In 1z SCALE: NTS Initials: Al- G 1 SITE AND ZONING INFORMATION ACCESSIBILITY ANALYSIS / IMPLEMENTATION PLAN ABBREVIATIONS PROJECT ADDRESS: RED ROCK CENTER - BUILDING C BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE ACCESSIBLE ADA AMERICANS WITH DISABILITIES ACT ELEC ELECTRICAL JT JOINT REQ'D REQUIRED SISU Design Group IN ACCORDANCE WITH OSSC AND ICC A117.1 (2009) AFF ABOVE FINISH FLOOR EP ELECTRICAL PANEL KDF KNOCK DOWN FRAMES REV REVISION(S), REVISED Interior Planning & Design 12115 SW 70TH AVENUE ARCH ARCHITECTURAL EQ EQUAL MECH MECHANICAL RO ROUGH OPENING SW 72ND AVE AT DARTMOUTH STREET — EXISTING PARKING IS ACCESSIBLE. BB BULLETIN BOARD EQUIP EQUIPMENT MFR MANUFACTURER Sc SOLID CORE — EXISTING ENTRANCES ARE ACCESSIBLE. BLDG BUILDING FEC FIRE EXTINGUISHER CABINET MISC MISCELLANEOUS SCHED SCHEDULE TIGARD, OR 97223 80 BOTTOM OF MR MIRROR 32 NE 7th Avenue — ALL ALTERED AREAS ARE ACCESSIBLE. SIM SIMILAR CORE & SHELL PERMIT#: BUP2016-00170 — EXISTING ELEVATOR IS ACCESSIBLE. 'i CENTER LINE FE FIRE ESTINGUISHER MTL METAL SPEC SPECIFICATIONS) Portland OR 97232 PDU REVIEW CASE#: PDR2010-00002 — ALL REQUIRED RESTROOMS ARE ACCESSIBLE. CLNG, CLG CEILING FF FINISH FLOOR (N) NEW SS SOLID SURFACES : 2014-00023 — NO PUBLIC TELEPHONES ARE PROPOSED. CLR CLEAR FIN FINISH NICO NOT IN CONTRACT SSTL STAINLESS STEEL 503.539.3858 TYPE II LUR VARIANCE #: CONC CONCRETE FOF FACE OF FINISH NTS NOT TO SCALE STD STANDARD TAX Of 2S101AB03100 - THE TRANSACTION COUNTER IS ACCESSIBLE. CONT CONTINUOUS OR CONTINUED FOS FACE OF STUD OC ON CENTER STL STEEL sisudesigngroup.com : R2177857 — ALL DOOR HARDWARE IS ACCESSIBLE. CPET COMMON PATH OF EGRESS TRAVEL FT FOOT OFCI OWNER FURNISHED CONTRACTOR TB TACK BOARD TAX ACCOUNT #: — THE FIRE/SMOKE ALARM SYSTEM WILL MEET ACCESSIBILITY STANDARDS. DED DEDICATED GALV GALVANIZED INSTALLED TVF&R TUALATIN VALLEY FIRE AND RESCUE PLANNING DISTRICT: C—G (PD) — THE PROPOSED LIGHTING AND POWER SCHEME WILL MEET ACCESSIBILITY DEMO DEMOLITION GP GENERAL PURPOSE OFOI OWNER FURNISHED OWNER INSTALLED TO TOP OF SITE SIZE: 67,515 SF (NO CHANGES PROPOSED STANDARDS. (SWITCH HEIGHTS, ETC) OF DRINKING FOUNTAIN GYP GYPSUM, GYPSUM BOARD P PAINT TYP TYPICAL DIM DIMENSION HD HAND DRYER PART PARTITION UNO UNLESS NOTED OTHERWISE BUILDING AREA: 21,000 GSF (NO CHANGES PROPOSED DWG DRAWING HM HOLLOW METAL PLYWD PLYWOOD VI F, VERIFY IN FIELD (E) EXISTING HVAC HEATING, VENTILATING, AND AIR RB RUBBER BASE WD WOOD TENANT IMPROVEMENT AREA: 1,080 SF FIRE EXTINGUISHERS ATT) EXIT ACCESS TRAVEL DISTANCE CONDITIONING PPE PERSONAL PROTECTION EQUIP W.S.F. WELDED STEEL FRAMES AUTO PARKING: EXISTING PARKING PROVIDED AS PART OF CORE & SHELL ELEV ELEVATION INT INTERIOR REF REFERENCE WORK. NO CHANGES ARE PROPOSED. BIKE PARKING: EXISTING PARKING PROVIDED AS PART OF CORE & SHELL 1. PROVIDE EXIT SIGNAGE, FIRE EXTINGUISHERS & EMERGENCY LIGHTING SYSTEM IN WORK. NO CHANGES ARE PROPOSED. CONFORMANCE CODE AND WITH THE FIRE MARSHALL'S REQUIREMENTS. 2. PROVIDE A 2A-10B:C RATED FIRE EXTINGUISHER EVERY 3,000 SQ FEET OR 75 f EXIT 1 FEET TRAVEL DISTANCE ON EACH FLOOR, UNLESS OTHERWISE NOTED. VERIFY i z 3 4 s I s a s o 7 F_ CODE ANALYSIS LOCATION AND TYPE W/FIRE MARSHALL PRIOR TO INSTALLATION. - - - - - 7JF- - - - - - - - 7 � � ;BIKE P BIKE PK OCCUPANCY TYPE: 8 — MEDICAL/OFFICE BUILDING SPRINKLER SYSTEM COORDINATION J CONSTRUCTION TYPE: TYPE VB EXIT !!4 CONSTRUCTION DESC.: EXISTING 2—STORY WOOD STRUCTURE. 1. PROVIDE NFPA 13 SPRINKLER SYSTEM THROUGHOUT ENTIRE TENANT IMPROVMENTAREA. LOCATION AND FIRE PROTECTION SYSTEM: ENTIRE BUILDING TO BE SPRINKLERED AND PROVIDED MARSHALL REQUIREMENTS.NUMBER OF SPRINKLERS TO BE INSTALLED PER CODE & FIRE owl WITH ASSOCIATED FIRE/SMOKE ALARM SYSTEM. R 2. FINAL DESIGN, ENGINEERING, CALCULATIONS, PERMIT ACQUISITION, TO BE PROVIDED w BUILDING AREA: 21,000 CSF BUILDING. ON A BIDDER—DESIGNED BASIS BY THE CONTRACTOR. ALL SYSTEMS, EQUIPMENT, OCCUPANT LOAD: 8 (TI PERMIT BY OTHERS) 12,215/100 = 123 OCCS. LOCATIONS, AND DESIGN TO BE REVIEWED BY THE ARCHITECT AND FIRE MARSHALL. I- 3. AFFIX DESIGN PROFESSIONAL'S SEAL OF OREGON STATE LICENSE ON SUBMITTAL. I STAIR 1 EXISTING EXIT ACCESS TRAVEL DIST: 300 FEET ALLOWED (SPRINKLERED). 206 FEET 1 ELEV 1—HR ZNO WORK THIS FLOOR PROPOSED 4. THE SPRINKLER SYSTEM SHALL BE PERMITTED SEPARATELY BY THE FIRE L ELEVATOR 7 COMMON PATH OF EGRESS TRAVEL: 100 FEET ALLOWED (SPRINKLERED). 61 FEET PROPOSED. MARSHALL'S OFFICE NOW K THIS FLOG EXITS REQUIRED: 2 EXITS REQUIRED (3 PROPOSED). 5. SPRINKLER SYSTEM AND FIRE/SMOKE ALARM SYSTEM TO MEET BUILDING 1 STANDARDS AND WORK IN CONJUNCTION WITH EXISTING CORE & SHELL SYSTEM. JAN. 9w BUILDING HEIGHT: NO CHANGES PROPOSED. O O J I • EXIT c OCCUPANT SUMMARY PLUMBING FIXTURES STAIR AIR 33 FIRST LEVEL OCCUPANTS (NO WORK THIS LEVEL) SPACE OCCUPANTS WATER CLOSETS: 0 0 0 UP 1 PER 25 FOR THE FIRST 50 AND 1 PER SEE OCC. SUMMARY r SPACE PRIMARY USE AREA OCCUPANT OCCUPANT ( ) 50 FOR THE REMAINDER EXCEEDING 50. a x LOAD FACTOR LOAD LEVEL 1 103 7 REQUIRED, 7 PROPOSED x w BUSINESS 10,103 100 102 LEVEL 2 174 m m MECHANICAL ELECTRICAL 158 300 1 URINALS: ZNO WORK THIS FLOOR TOTAL 277 0 REQUIRED, 0 PROPOSED TOTAL 103 25 — 1 LAVATORIES: _ EXIT CAPACITY PER CORE & SHELL PERMIT 840 25 — 1 1 PER UNISEX REQUIRED. ° 50 — 1 7 UNISEX REQUIRED 7 PROPOSED SECOND LEVEL OCCUPANTS 50 — 1 UNISEX PROPOSED 50 — 1 DRINKING FOUNTAINS: 1 SPACE PRIMARY USE AREA OCCUPANT OCCUPANT 50 _' 0 REQUIRED, 0 PROPOSED XIE T SF LOAD FACTOR LOAD 50 200 HAIR RESTORATION CLINIC 3,681 100 38 300 PLUMBING CAPACITY AVAILABLE E STAFF LOUNGE 240 15 11 280 PLUMBING OCCUPANTS PROPOSED WAITING ROOM 330 15 23 201 DENTAL CLINIC 1,887 100 19 i L STAFF LOUNGE 310 15 21 DRAWING LEGEND/KEY - - - - WAITING ROOM 285 15 19 1 LEVEL 1 — EGRESS PLAN N g occs: xx �1 202 MED Rx OFFICE 945 100 10 1,19 DOCS: BUILDING EXITING WAITING ROOM 135 15 g AREA OF WORK SCALE: 3/32"=1'-0" LOBBY WAITING 360 15 24 THIS PERMIT —IHR— 1-HR RATED ASSEMBLY N TOTAL 174 CPET = X'-X" PER 1014- .- COMMON PATH OF EGRESS TRAVEL Q EXIT CAPACITY PER CORE & SHELL PERMIT 390 - - - - - EATD = X-X" PER 1016) EXIT ACCESS TRAVEL DISTANCE - - - N EGRESS PATH z a a s 1 1 6 EXITING SUMMARY � - - - - - � � - - - WAITING - - - � r _ - - - - - - - > M FE B OCCPANCY EXITING SUMMARY — FIRST LEVEL (NO CHANGES PROPOSED) 2 FIRE EXTINGUISHER IN CABINET — _ 360 SF/15=24 0 �� Q C4 EXIT TYPE/FACTOR WIDTH IN CAPACITY IN t®t LIGHTED EXIT SIGN — SHADING INDICATES LIGHTED 24 TOTAL OCC. 0 N INCHES PERSONS FACE(S) uytu NO WORK N EXIT 1 MAIN ENTRANCE DOORS .2 72 360 30 CS♦ THIS AREA Z30 occs x EXIT #2 DOORS .2 36 180 LIGHTED EXIT SIGN — CEILING MOUNTED �� EXIT #3 STAIRS .3 36 120 LIGHTED EXIT SIGN — WALL MOUNTED e�cs O EXIT DNm— EXIT #4 DOORS .2 36 180 / STAIR 1 _ EXIT CAPACITY AVAILABLE 840 — — — H EXIT CAPACITY PROPOSED 103 EXIISTTINf Q ' '�I I SHAFTR tn R ELEV LU EXITING SUMMARY — SECOND LEVEL (NO CHANGES PROPOSED) 7 EXIT TYPE/FACTOR WIDTH IN CAPACITY / D I L J s 1 N &= INCHES IN PERSONS o) O F- EXIT #5 STAIRS .3 45 150 a10 ' . UNISEX FEE EXIT #6 STAIRS .3 36 120 - - �I I 0 U EXIT #7 STAIRS .3 36 120 EXIT a L zs oc EXIT REVISION NO. DATE EXIT CAPACITY AVAILABLE 390 STAIR 2 �� NO WORK THIS AREA n occs NO WORK FE a) STAIR#3 177 7 _ THIS AREA ) _I L NO WORK THIS AREA � 1 , UP DN EXIT OCCUPANTS PROPOSED ELEC. O APPLICABLE BUILDING REGULATIONS ROOM NISEX RECEPTION 0 ROOF 2019 EDITION OF OREGON STRUCTURAL SPECIALTY CODE /f � KITCHENETTE �� JAN. 2017 EDITION OF OREGON ENERGY EFFICIENCY SPECIALTY CODE ®® F CP T: 6 —0" o 2017 EDITION OF OREGON ELECTRICAL SPECIALTY CODE no _'7 2019 EDITION Of OREGON MECHANICAL SPECIALTY CODE EXISTING 2017 EDITION OF OREGON PLUMBING SPECIALTY CODE 1-HR 2016 EDITION OF OREGON FIRE CODE SHAFT I v - - - 2014 EDITION OF OREGON ELEVATOR CODE AMERICANS WITH DISABILITIES ACT I OFFI OFFICE DATE ACCESSIBILITY GUIDELINES (ICC A117.1-2009) FFICE OFFIC FFICE EXISTING May 3, 2020 -4F9 bbb bbb 1-HR STAR Y BUILDING CONSTRUCTION _ SHAFT SCALE AS NOTED CONSTRUCTION TYPE: TYPE V-8 (NO CHANGES PROPOSED) LA OF WORK T' DRAWN BY FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601) — — — AREA — — — — — — — TENANT 2 (DR. GABEL) KP BUILDING ELEMENT TYPE VB TENANT 1 (DR. BARRY) I— — — — — — — — — — — J B OCCPANCY B OCCPANCY 3,739 SF/100=38 (CLINIC) DRAWING TITLE 285 /15=1=19 (CLINIC) ( 336 SF/15=23 (WAITING ROOM) CODE ANALYSIS PRIMARY STRUCTURAL FRAME 0 HOUR TENANT 3 MED Rx t 285 SF/15=19 (WAITING ROOM) B OCCPANCY A,SO KEYNOTES (THIS PAGE) BEARING WALLS —EXTERIOR 0 HOUR 31�F 15=21 (STAFF ROOM) 15�F 15=11 (STAFF ROOM) —INTERIOR 0 HOUR 945 SF/100=10 (OFFICE) 72 TOTAL OCCUPANTS AND ABBREVIATIONS 59 TO AL OCCUPANTS 135 SF/15=9 (WAITING ROOM) NONBEARING WALLS AND PARTITIONS - EXTERIOR TABLE 602 19 TOTAL OCCUPANTS (D1-HR RATED MECH SHAFT FROM ROOF TO 2ND LEVEL FLOOR. (NO NEW EXTERIOR WALLS PROPOSED) VERIFY SIZE W/ MECH. NONBEARING WALLS AND PARTITIONS - INTERIOR 0 HOUR FLOOR CONSTRUCTION 0 HOUR ROOF CONSTRUCTION 0 HOUR N SHEET NUMBER FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE 2 LEVEL 2 — EGRESS PLAN �\ SEPARATION DISTANCE (TABLE 602): NO NEW EXTERIOR WALL OPENINGS PROPOSED. SCALE: 3/32"=1'-0" ( 2 SISU Design Group DOORS PLUMBING FIXTURES CLEARANCES Interior Planning & Design 32 NE 7th Avenue w ACCESSIBLE ROUTE INDICATOR LINE Portland OR 97232 PULL SIDE PUSH SIDE o REFERENCE CODE SUMMARY SHEETS FOR EXTENT OF ROUTE APPROACH APPROACH o < MIRROR 24 03.539.3858 o � 17" MIN 17" MAXMAx o- - - - o > DEPTH MSN - -- SISU eslgngroup.com �, [ z z aoz ¢ w -- z z o L1 b z W) o o 24 N N o / KNEE CLEARAN E � ¢ _ 18" MIN _ �_/ TPIPE WRAP ` 0 25" MAX J a < a o � � u o z u z " PREFERRED TYP ~ 48" a 3 c=i 3 c=.) v o a o a w fo X=12" MIN WHEN DOOR MIN a o w w w w 0 z < < o HASCLOSER & LATCH z x m � m32" o a o _z o � a z c� c� a 8" MIND 46" MAX a x MIN FRONT APPROACH LAVATORY KNEE CLEARANCE KNEE CLEARANCE TOE CLEARANCE LAVATORY CLEARANCE AND MIRROR MOUNTING CLEAR WIDTH OF AN ACCESSIBLE ROUTE PULL SIDE PUSH SIDE ANSI FIGURE 403.5 AND FIGURE C403.5 54° CLEARANCE AT LAVATORIES AND SINKS ANSI FIGURE C606.2(a) AND FIGURE 306.2 60" MIN 60"MIN o / �ty= 2„ 36,. 2,. z CL I T a� -- MI MIN MICL o_ N MINaI MIN2.. 42"AX MIN EQUIPMENT ai2PERMITTED IN 5.. "MAXMIN HATCHED AREA 17 MIN MIX=36" MIN WHEN Y=60" IF DOOR HAS BOTH < —� w X=42" MIN WHEN Y=54" TO 60" LATCH AND CLOSER ia� U- x r o z CL ° o ¢ o z ~( A)CIRCULAR (B)T-SHAPE HINGE APPROACH a a -:m0- _ o N : 25" MAX SIZE OF TURNING SPACE Q 48 ANSI FIGURE 304.3 8 PULL SIDE PUSH SIDE APPROACH MIN MAX MINrr �7 V _/T/7 _ I U Z z / G5a T Z 1 i�a CLEARANCE AT WATER CLOSETS AND HEIGHT — DRINKING FOUNTAIN W FORWARD APPROACH o CL as ANSI FIGURE C604.3 AND FIGURE 304.4 ANSI FIGURE 602.2(a) AND FIGURE 602.5 a a ao _ " a �r - - _ 54" MIN _ �_ /M r X>24" MIN �' X>15" 11 p 60' TYP 32" o0 4� 43" TYP 30" MIN o MIN A 6„ MIN Y=48" MIN IF DOOR 39'-41' 1 1Y=54" MIN IF DOOR HAS CLOSER HAS CLOSER 2 24" 48" TYPSTANDARD CLEAR CLEARANCE AT ALCOVES MI MIN r FLOOR SPACE LATCH APPROACH n CLEAR FLOOR SPACES -_ ANSI FIGURE 305.3 AND FIGURE 305.7 MANEUVERING CLEARANCES AT SWINGING DOORS �I b z 48,. 48„ 48" ANSI SECTION 404.2.3 ' n TOILET PAPER HOLDER 20" 1 20"-25" MAX ; . O O O 36" 2 — GRAB BARS AT WATER CLOSETS — BLOCKING AT WATER CLOSET GRAB BARS ' I I 1 Z C4 MIN MIN ANSI FIGURE 604.5.1 AND FIGURE 604.5.2 x x a x X111 a00 00 A, - _ , ^ DOORWAYS WITHOUT DOORS POCKET OR SLIDING DOOR z - - V MOUNTING HEIGHTS � > o - ANSI SECTION 309 UNOBSTRUCTED L) OBSTRUCTED (B) OBSTRUCTED �J Q N 04* C 9�0�, NOTE: MOUNTED DEVICES SHALL NOT EXTEND MORE THAN 4" BEYOND THE WALL FORWARD REACH REQUIREMENTS } C4 w �_ SURFACE WHEN BELOW 6'8" ANSI FIGURE 308.2.1 AND FIGURE 308.2.2 x 0 32" 32 ad MIN MIN 10" 30" 10" 30 24" 30' A A MAX O HINGED DOORS BIFOLD DOOR = w Q H I I I J m N aF go aw < LO L x ~ aa W CLEAR WIDTH OF DOORWAYS � - O ANSI FIGURE 404.2.2 ROBE TOWEL HAND SEAT PAPER SANITARY x " x L x C4 •� HOOK BAR TOWEL COVER TOWEL NAPKIN < I � i < Q < a Ti r � BAR DISPENSER DISPENSER DISPENSER � Uy.% :2 :200 00 TOILET ROOM ACCESSORY MOUNTING HEIGHTS M REVISION NO. DATE UNOBSTRUCTED (A) OBSTRUCTED (B) OBSTRUCTED �— o Via- SIDE REACH REQUIREMENTS v O x O = t- O w O � o � v � w ~ L� J2 � w � ANSI FIGURE AN FIGURE m - - Y m r o w a ¢ o a ate ~ a a_ U � u 4"MAX PROTRUDING ro� ? 00 o � d a o cn -0 e mEILING OBJECT o r o v� L- TELEPHONE SWITCH SOCKET FIRE ALARM FINISHED FLOOR PROTRUDING WALL OBJECT ABOVE PULL STATION DATE COUNTER AZ May 3, 2020 CEILING SCALE C) AS NOTED 3" MAX PROJECTION z DRAWN BY O FOR BRAILLE N KP a MOUNT. HT. < SEE SECTION DRAWING TITLE Z Z / 703.4.5 LIMITS OF PROTRUDING OBJECTS ACCESSIBILITY DIAGRAMS a w a 48" MIN TO ANSI FIGURE 307.2 < - 00 v> a BOTTOM OF < m o rn x o � -- TOP LINE UM00 00z OF BRAILLE d o \ CELL FEC HORN STROBES THERMOSTAT ROOM FINISHED FLOOR SHEET NUMBER STROBE SECURITY/ SIGNAGE FIRE ALARM � n 3 WALL MOUNTED DEVICES AND APPLIANCES ANSI SECTION 309 SISU Design Group Interior Planning & Design SW DARTMOUTH STREET ETH I 32 NE 7th Avenue Portland OR 97232 111 III 503.539.3858 _ r 0sisudesigngroup.com LLl BUILDING B BUILDING A Z - - . . - 8,212 SQ FT11,115 SQ FT MEDICAL j MEDICAL OFFICE —8,212- OFFICE - 11,115 N I — III U) I WETLAND 0111. Uk 0 00 000 0000 000 0 RESERVE -_ �► c�► �► �► -06 n D z I E FULLY SCREENED > ' LFU1 O( if CMU TRASH AREA (E) PARKING LOT Q . . . . . . . . . O Q I• . . . . . . . . . . . . I • o 0 0 0 0 0 . . . .I a I B - 8 (E) ADA SPACES NO EXTERIOR WORK . . • • . • • . . • . . . �W/ SIGNAGE PROPOSED I lo 000 0 0 0 0 ooc o0 000 0 (,� - II ILII. ' - BUILDING C - 2 FLOORS 21,000 SO MEDICAL OFFICE -21,000 �EI�UFSCREENEDULLY TRASH AREA I I I AREA OF WORK I ' TENANT IMPROVEMENT D SECOND FLR. (SUITE 2) / - - - - - - - - S o Tz a ° ' V D O N I � ��• D � o � a N C*4 0 EXTERIOR RK I I " PROPOSED D O O LO � W C I REVISION NO. DATE l.4 Y - - I � Q u I I _ ELMHURST ST. DEDICATION DATE — — — — May 3, 2020 SCALE — — — — — — AS NOTED DRAWN BY KP DRAWING TITLE SITE PLAN I N 1 SITE PLAN SHEET NUMBER C100 SIN Design Group Interior Planning & Design KEYNOTES - THIS PAGE 32 NE 7th Avenue O CUSTOM CASEWORK Portland OR 97232 / \ O COMPUTER – DUPLEX+1 DATA DROPS (MAX 3 ON EACH CIRCUIT) 503.539.3858 LV vuvu II II U O OUTLET ON DEDICATED CIRCUIT sisudesigngroup.com O DEDICATED OUTLET/CIRCUIT FOR REFRIGERATOR. ON/A r7 O OUTLETS FOR MICROWAVE 0+42" ® +66" AFF F e O MAINTAIN RATING AT RATED WALLS Og SERVER/TE/COM ROOM – PLYWOOD BACKBOARD AND 2 QUADS ON DED. CIRC. + 1 QUAD ON DED. 20 _ _ _ _ _ i AMP CIRC. PROVIDE SUPPLEMENTAL HVAC COOLING, VENTILATION + HUMIDITY CONTROL. COORDINATE a WC' El ri 6= � WITH TENANT AND IT VENDOR TO DETERMINE APPROPRIATE COOLING LEVELS. 4 i 3 i 1 `V O9 ELECTRIC HOT WATER HEATER I P-1 1 1 AF0" 10 CONVENIENCE OUTLET ®+42" AFF L I E11'. �.�vi"r. z.a n ua - I - WAI 11 OUTLET UNDER SINK FOR GARBAGE DISPOSAL .14 a cli M-11 4 10o _ 3 a° 12PROPOSED LOCATION OF NEW ELECTRICAL PANEL 3 6 4 13 ' J 1 AFF" soo 12 h L�1 lam— �J L�=U Llil LIJ /W/H 13 SHIPLAP WALL CLADDING SEE MATERIAL SCHEDULE. MATERIAL / COLOR SCHEDULE 20 KIT GENERAL NOTES - THIS PAGE CODE MANUFACTURE NUMBER/MODEL 260-1 " \ / *261 S 7 1. U.N.O. CONVENTIONAL OUTLETS TO BE AT +18" AFF TO BOX CENTER ACOUSTIC CELING TILE J FE i 253-1 8 ACT-1 ARMSTRONG STYLE: DUNE (SECOND LOOK) S w > 5 2. UNDER COUNTERTOP OUTLETS TO BE AT +24" AFF BELOW COUNTERTOP SIZE: 2'X4' (2'x2' LOOK) U U V OONL 3. VERITY LOCATION OF ALL OUTLETS/DEVICES TO INSURE THEY DO NOT CONFLICT WITH NOR ARE BASE TRIM = C�ju� u 3 3 r _� v PLACED BEHIND CASEWORK. B-1 FLEXCO TYPE: 4"RUBBER COVE BASE – U V COLOR: BLACK 3 N 4. DATA TO BE CAT 6 (1 GIG/SEC) (PLEASE QUOTE PRICE DIFFERENCE FOR CAT-5E).. (VERIFY CARPET' 2 3 WITH CLIENT) O CPT-1 NEXT FLOOR SIZE: 19.7"X 19.7"CARPET TILE ^ 5. DIMENSIONS ARE FACE of NEW WALLS AND FACE OF EXISTING WALLS, U.N.O. NEVER TO FACE TYPE: DEVELOPMENT 811 2 1 1 7 1 OF STUD. TYPF: "GUNMETAL" 10 `/ CERAMIC TILE _ 1DEICE_ O >> 3@ 6. LOCATE BLOCKING FOR ALL WALL MOUNTED COAT HOOKS, ACCESSORIES AND EQUIPMENT WITH C71 STYLE: WHITE SUBWAY TILE ICEI_ CLIENT. SIZE: 3"X 6" _ I 1 7. ANY SOUND SYSTEM WOULD BE PROVIDED AND INSTALLED BY CLIENT VENDOR. FURRED i _ __ = RESILIANT FLOOR WALL z 8. WINDOW TREATMENTS TO MATCH BUILDING STANDARD. r 1 _ LVT-1 WALL AND PRODUCT: ANDOVER I I J TILE SIZE: 7x48 LVT FURRED COLOR: WHITBY WHITE WALL r 1 SV-1 GREAT PRODUCT:PRIVATE LABEL FLOOR NUMBER: GF002 COLOT: PIKES PEAK isim PLASTICLAMINATE 7'-2 3/4" +/1 9'_7" 9'-7" 9'-7" 9'-7" 9'-7 3/4„ WALL ASSEMBLIES SIM PL-1 FORMICA STYLE: 3460-90 COLOR: CALCUTTA MARBLE 10 PL-2 KML STYLE: KMW7983 DESCRIPTION RATING EDGEWOOD COLOR: BOARDWALK OAK A700 PAINT BATT INSUL. NON–BEARING PARTITION �\ AS NOTED ON P-1 SHERWIN NUMBER: TBD 1 ENLARGED FLOOR PLAN - LEVEL 2 N RCP /�� BRACE TO STRUCTURE ABOVE W/ z N WILLIAMS COLOR: "AGREEABLE GRAY" C1 STEEL STUDS ® 4'-0" O.C. EACH WAY. WALL CLADDING SCALE: 1/4"=l'-O" CEILING FINISHN WC-1 LOWES NUMBER: 834536 VARIES; SEE PLAND HEIGHT .{� SIZE: 5.5 x 8'SHIPLAP WALL PLANK A COLOR: "WHITE' RELITE DIAGRAM RL-1 C V/ OR SIMILAR IF DISCONTINUED. (1) LAYER 5/8" TYPE 'X' GYP. BD. 3 5/8" METAL STUDS ® 24" O.C. ' M ACOUSTIC INSULATION ACOUSTIC (1) LAYER 5/8" TYPE 'X' GYP. BD. �� Q N CEILING TORO. SEALANT WALL BASE AND FLOORING; SEE FINISH PLAN CN PLUMBING FIXTURE SCHEDULE: 18"x48"RELITE 'o BOTH SIDES NUM FIXTURE DESCRIPTION 4'-0., CONTINUOUS. STEEL RUNNER; ANCHOR TO FLOOR WC-1' WATER CLOSET WATER CLOSET:TOTO DRAKE II SELECT LH OR RH FLUSH i 1'-0" R.O.TO R.O. WHERE APPROPRIATE. ACCESSIBLE. 0 L-1' LAVATORY SINK SINK: KOHLER"MODERNLIFE'K-177767-1-0 WALL MOUNTED SINK WITH NEW. NON-BEARING FIRE-RATED SHAFT H KOHLER SINGLE-HANDED"HINT'FAUCET. e 0 WALL 1 HOUR FIRE W) S-1' STAFF KITCHEN SINK ELKAY GOURMET LUSTERTONE LR2522EK OR APPROVED EQ. AND MOEN LAYER 1" WALLBOARD LINER (SHAFT WALL) RESISTIVE W L 5923 ALIGN FAUCET - SINGLE HANDEL, PULL DOWN SPRAYER, CRUMB 2-1/2" METAL C-H STUDS ® 24" O.C., MAX. N STRAINER, TAILPIECE, P-TRAP, SUPPLY STOPS ON SUPPLIES. VERIFY W/ (1) LAYER 5/8" TYPE 'X' GYP. BD. N0.UL DESIGN U469 Cl =, TENANT IF THEY WILL HAVE A GARBAGE DISPOSER OR INSTANT HOT. r H REVISION NO. DATE DOOR SCHEDULE DOOR PROFILES DOOR GENERAL NOTES NON-BEARING ACOUSTIC SEPARATION HARDWARE 6' 6" (E) STRUCTURE A. ALL HARDWARE FINISH TO BE BRUSHED STAINLESS. PROVIDE KEYING AS SPECIFIED BY TENANT. DEFLECTION HEAD: TOP TRACK SET IN LONG-LEGGED/ U z OVER-SIZED RUNNER TRACK. DO NOT ATTACH METAL U f W i B. ALL GLAZING TO BE TEMPERED. LL O d STUDS OR GYP. BD. TO LONG-LEGGED RUNNER TRACK. O U 0 O C. ALL EGRESS DOORS SHALL BE READILY OPERABLE FROM U r a < w (1) LAYER 5/8" TYPE 'X' GYP. BD. z w H wO O EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL 3 5 8" METAL STUDS ® 24" OC, MIN. KNOWLEDGE OR EFFORT. / ACOUSTIC INSULATION GENERAL SIZE MATERIALS FRAME _ _ _ _ = W b D. ALL DOORS, HARDWARE, OPENING PRESSURE, AND (1) LAYER 5/8" TYPE 'X' GYP. BD. H ^ DOOR CLEARANCES TO BE ADA ACCESSIBLE. ACOUSTIC DOOR# PROFILE LOCATION WIDTH HEIGHT MATERIAL FINISH GLASS TYPE MATERIAL FINISH Q Q Q Q U U REMARKS E. ALL DOOR THRESHOLDS LIMITED TO 1/2" IN HEIGHT, U.N.O SEALANT WALL BASE AND FLOORING; DATE CTG BOTH SIDES SEE FINISH PLAN C (SEE ACOUSTIC DOORS). May 3, 2020 231-1 (E) SUITE ENTRANCE 3'-0" T-0" (E) (E) (E) (E) 1. "�c F. ALL UNISEX TOILET DOORS TO HAVE"OCCUPIED" CONTINUOUS. STEEL RUNNER; F-FLUSH FG-FULL GLAZE INDICATOR. PLEASE NOTE THAT THE UNLATCHING OF ANCHOR TO FLOOR SCALE 253-1 F IT CLOSET 3'-0" 7'-0" Sc PT'D - KDF MFGR ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN AS NOTED ONE OPERATION. 254-1 F PRIVATE OFFICE 3'-0" T-O" SC PT'D - KDF MFGR G. SEE 2/A700 FOR STD. MOUNTING HEIGHTS. DRAWN BY DOOR LEGEND H. WOOD DOORS PAINTED BLACK. KP 255-1 F PRIVATE OFFICE 3'-0" 7'-0" Sc PT'D - KDF MFGR EXISTING EXTERIOR WALL I. TIMELY FRAMES TO BE BLACK. DRAWING TITLE 256-1 F PRIVATE OFFICE 3-0" T-O" Sc PT'D - KDF MFGR ALUM ALUMINUM MFGR MANUFACTURER FINISH ® EXISTING EXTERIOR CLADDING ENLARGED FLOOR PLAN VARIES 257-1 F PRIVATE OFFICE 3-0" T-O" Sc PT'D - KDF MFGR CTG CLEAR TEMPERED MTL METAL (E) 6" METAL STUDS GLAZING 258-1 F PRIVATE OFFICE 3'-0" 7'-0" Sc PT'D - KDF MFGR F FLUSH NG NARROW GLAZED (E) THERMAL INSULATION 259-1 F PRIVATE OFFICE 3'-0" T-O" SC PT'D - KDF MFGR FFG FLUSH FRAMLESS GLAZED P PAINT (E) - (1) LAYER 5/8" GYPSUM SHEATHING FG FULLY GLAZED Sc SOLID CORE DOOR REMARKS PROVIDE (1) LAYER 5/8" TYPE 'X' GYP. BD. TO 260-1 F STORAGE 3'-0" T-O" Sc PT'D - KDF MFGR UNDERSIDE OF ROOF BECK ABOVE. PROVIDE SHEET NUMBER WSF WELDED STEEL FRAME WD WOOD (SOLID CORE) 1. SIGN ABOVE DOOR TO READ'THIS DOOR TO REMAIN MOISTURE BARRIER PRIMER / FINISH B72W1 (SHERWIN 261-1 FG KITCHENETTE 3-0" 7'-0" SC / CTG PT'D CTG KDF MFGR9x UNLOCKED DURING BUSINESS HOURS" E- OV RAWILLIAMSE 262-1 F UNISEX 3'-0" 7'-0" Sc PT'D KDF MFGR 2 WITH A PERM RATING OF 1.0. FULL Al5 0 - KDF KNOCK DOWN FRAME WSC WOOD STAIN CLEAR 2. DROP BOTTON DOOR. SISU Design Group Interior Planning & Design 32 NE 7th Avenue Portland OR 97232 503.539.3858 sisudesigngroup.com KEYNOTES - THIS PAGE O1 6" BATT INSULATION ABOVE CEILING THIS ROOM. OPROVIDE OCCUPANCY SENSOR WITH TIMER AND OVERRIDE SWITCH FOR FAN, VANITY LIGHT AND CEILING FIXTURE. FAN TO BE SWITCH SEPARATELY FROM LIGHTS. FE TET O INSULATE AND QUIET ROCK AT HVAC SHAFTS. EXHAUST FAN TIED TO A THERMOSTAT LOCATED IN ROOM. `�` O OUTLETS IN CEILING FOR WIFI MODEMS - FINAL LOCATIONS TO C<2 . •: . BE CONFIRMED BY CLIENT. 'A' A' X' me n W . . u7c :F� KIT fill WAI OM _ _ GENERAL NOTES - THIS PAGE r 91-01, A X' 'A' — — — - -A — A, A> ®i 0 - — 5 \\ // 1. ALL CEILING HEIGHTS 9'-0" AFF UNLESS OTHERWISE NOTED FE X 2. ALL CEILING TYPES C-1 UNLESS OTHERWISE NOTED / \ 3. SEE SHEET A150 FOR MATERIAL LEGEND AND SHEET A100 FOR / \ CEILING ASSEMBLIES. 4. SEE A700 FOR C-1 INSTALLATION DETAILS. A 'B' 5. SOUND SYSTEM: OWNER FURNISHED & INSTALLED. I1 1 6. SEE LUMINAIRE SCHEDULE ON THIS SHEET FOR FIXTURE TYPES O 1 13' 7. LIGHTING CONTROLS' MANUFACTURER SHALL LOCATE SENSORS 0EEICEl1 i Ot FOR OPTIMUM CONTROL AND TO MEET CODE. 8. COORDINATE ALL MECHANICAL AND ELECTRICAL FITTINGS OR 1 9�o 9�� _l 091 011 1 gj —0 9' Q" ( FIXTURES WITHIN REQUIRED AREAS OR SPACES. 9. OCCUPANCY SENSORS MUST BE SET AT AN ANGLE OR TAPED-OFF TO AVOID SENSING PEOPLE IN THE CORRIDOR. A 'B' B' 1 QEE1 I CE (D I O I TYPICAL FOR ALL OFFICES AND AREAS THAT HAVE RELITES. 10. WAITING ROOMS: LUMINAIRES CONTROLLED BY CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSORS FOR "ON". DIMMER 1 B B B I SWITCH LOCATED IN RECEPTION ROOM. COORDINATE FINAL LOCATION WITH DESIGNER. 'U_ >I< I I 11 OCCUPANCYISEINSORSRES RONLYY. NOLDIMMINGDUAL TECHNOLOGY 12. OFFICES:DIMMING SWITCH FOR CEILING LUMINAIRES. 13. MECHANICAL, ELECTRICAL, IT, STORAGE AND UTILITY CLOSETS ARE CONTROLLED BY WALL SWITCH/OCCUPANCY SENSOR COMBINATION. 14. CEILING HEIGHTS ARE MEASURED FROM FINISHED FLOOR U.N.O. 15. COORDINATE LOCATION OF BIDDER DESIGNED FIRE/SMOKE ALARM SYSTEM, AND SPRINKLERS WITH DESIGNER PRIOR TO INSTALLATION. 16. LOCATE RECEPTABLES, SPEAKERS AND OTHER DEVICES IN THE N CENTER OF EXPOSED FRAMING SPACES AND SYMETRICAL WITHIN O SPACES OR ROOMS. COORDINATE WITH STRUCTURAL, 1 ENLARGED REFLECTED CEILING PLAN - LEVEL 2 MECHANICAL AND ELECTRICAL SYSTEMS. VERIFY PLACEMENT SCALE:1/4"=1'-0" WITH DESIGNER FOR DEVICES AND FIXTURES NOT SHOWN. N 17. SWITCH UNDER CABINET FIXTURES SEPARATELY FROM ROOM V-x SWITCH. LOCATE SWITCH GANGED WITH ROOM SWITCH. LOCATE FIXTURE TOWARDS FACE OF CABINET. A, I > jv� a N N x O a LIGHTING FIXTURE SCHEDULE: 300O TYPE DESCRIPTION LAMP(S)/VOLTAGE REMARKS H FLUSH MOUNTED TROFFER IN SUSPENDED CEILING LED L A 2BLT2 2x2 BLT 40LHE ADP MVOLT EZ1 LP940 3500K Uj FLUSH MOUNTED TROFFER IN SUSPENDED CEILING LED WITH EMERGENCY BATTERY A(E) 2BLT2 2x2 BLT 40LHE ADP MVOLT EZ1 LP940 3500K PACK EMERGENCY CIRCUIT FLUSH MOUNTED TROFFER IN SUSPENDED CEILING LED REVISION NO. DATE B 2BLT4 2x4 BLT 60LHE ADP MVOLT EZ1 LP940 3500K FLUSH MOUNTED TROFFER IN SUSPENDED CEILING LED WITH EMERGENCY BATTERY B(E) 2BLT4 2x4 BLT 60LHE ADP MVOLT EZ1 LP940 3500K PACK EMERGENCY CIRCUIT CEILING ASSEMBLIES LUMINANCE F2992-80 CONTEMPORARY TRACK HALOGEN C LIGHT, BRIGHT SATIN NICKEL. DESCRIPTION RATING D SURFACE MOUNTED LED LED JUNO LIGHTING IC1 JB JSF I I IN 13LM 35 90CRI VOLT WH 3500 K DATE VANITY- GLOBE ELECTRIC-51234 5-PIECE PARKER LED USE VINTAGE LED ALTERNATE "ABOVEACOUSTIC BATT INSULATION (AS NOTED ON THE RCP) May 3, 2020 F ALL-IN-ONE BATH SET, 3-LIGHT VANITY , BAR,TOWEL 3500K SUGGESTED ON WEBPAGE ACT SUPPORT GRID SCALE RING, HOOK,TOILET PAPER HOLDER, CHROME FIN. TO EDISON BULB. ACOUSTIC CEILING TILE (SEE FINISH SCHEDULE A350) AS NOTED G UNDER CABINET LIGHT LED BELOW DRAWN BY 3500 K KP 2x6 METAL STUD 6005 1 25-1 8/33) CEILING JOIST AT 24" DRAWING TITLE STYLE TO MATCH ADJACENT SUITE. LED ALL NEW EXIT SIGNS ( ENLARGED REFLECTED CEILING PLAN X 7 O.C. (MAX. SPAN i l'-0"). GYPSUM WALL BOARD C-2 EMERGENCY- INTEGRATED INTO THE LIGHTING IS PREFERRED, BUT LED EMERGENCY BUGEYES ARE ACCEPTABLE IF CLIENT ALLOWS SHEET NUMBER A250 SCREWS ® 36" O.C. PLAM NOSING UNO. (SEE GENERAL RECOMMENDATIONS AND LATERAL FORCE BRACING NOTES PENETRATED DEP HOOFTO FINISH PLAN FOR SISU Design Group (E) PLYWOOD SHEARING —,— STRUCTURE ABOVE LOCATIONS OF RUBBER Interior Planning & Design • SUSPENDED CEILINGS TO MEET ALL APPROPRIATE OREGON CODES AND OREGON-401: FIELD TECHNICAL INFORMATION W� STEEL STUDS ® EDGE • REFERENCED SOURCES PER HIERARCHY: 2006 IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, ASTM C 636), AMERICAN `. .' 4 -0" O.C. N • SOCIETY OF CIVIL ENGINEERS (ASCE 7-05) AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). (E) STRUCTURE �`� ,'� �`� ,'� \ PLAM COUNTERTOP 32 NE 7th Avenue • PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO HE STRUCTURE. BRACING SHALL BE DEFLECTION HEAD: PAINT UNDERSIDE OF INDEPENDENT OF HE CEILING SPLAY BRACING SYSTEM. SOURCE IBC SECTION 1621.1.2 TOP TRACK SET IN Portland OR 97232 • FOR FURTHER INFORMATION ON BRACING OF NON-LOAD BEARING PARTITIONS REFER TO NWCB TECHNICAL DOCUMENT #201. LONG-LEGGED/ COUNTER • ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1/360 OF ITS SPAN. SOURCE CISCA ZONES 3-4 OVER-SIZED RUNNER 503.539.3858 N TRACK. DO NOT ATTACH STEEL SUPPORT WHERE • THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THE 4 LBS. PER w T 3" REQUIRED, PAINT sisudeslgngroup.COm METAL STUDS OR GYP. SQUARE FOOT. SOURCE ASCE 7-05 ITEM 9.6.2.6.1 < BD. TO LONG-LEGGED • CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. SOURCE ASCE 7-05 SECTION 9.6.2.6.2.2. ITEM F. RUNNER TRACK. • LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 144 SQUARE FEET AND NOT REQUIRED FOR CEILINGS LESS THAN 144 SQUARE FEET PROVIDED THEY ARE PLASTIC LAMINATE NOSING SURROUNDED BY FOUR WALLS AND BRACED TO STRUCTURE. SOURCE: STATE OF OREGON, BUILDING CODES DIVISION • LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER (MAXIMUM) AND BEGIN NO FARTHER THAN 6 FEET FROM WALLS. SOURCE: CISCA SEISMIC ZONES 3-4 0 • SEISMIC SPLAY WIRES ARE TO BE FOUR 12 GAGE WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45' l FROM THE PLANE OF THE CEILING. SOURCE: CISCA SEISMIC ZONES 3-4 • SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER. CISCA ZONES 3-4 rR SEE • 'POWDER DRIVEN SHOT-IN-ANCHORS" WHEN USED FOR SEISMIC APPLICATION AS PART OF THE PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES D, E AND F SHALL HAVE PLAN AN ICC-ES APPROVAL FOR SEISMIC APPLICATIONS AND SHALL REQUIRE "SPECIAL INSPECTION" IRRESPECTIVE OF HE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. ANCHORS FOR KICKER WIRES (SPLAYED WIRES INSTALLED FOR PURPOSES OTHER THAN SEISMIC RESTRAINT) ARE EXEMPT FROM THIS REQUIREMENT. SOURCE: STATE OF OREGON, BUILDING CODES DIVISION r CEILING FINISH AND HEIGHT • SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF HE VERTICAL STRUT TO SUSPENDED CEILING. SOURCE: CISCA SEISMIC ZONES 3-4 VARIES; SEE PLAN • RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. SOURCE: ASCE SECTION 9.6.2.6.2.2 SEE • CEILINGS NH PLENUMS LESS THAN 12 INCHES TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING. SOURCE: PORTLAND BUILDING DEPARTMENT FLOOR ACOUSTIC INSULA11ON • VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. SOURCE: CISCA 3-4 PLAN WHERE OCCURS HE VERTICAL STRUT MAY BE EMT CONDUIT, METAL STUDS OR A PROPRIETARY COMPRESSION POST. (SEE OREGON-401 FIGURE 3) 9 TOP OF WALL TO STRUCTURE 5 PARTIAL HT. PARTITION TO ADJACENT CEILING 1 COUNTER EDGES Scale: 3" = 1'-0" TDNE-0926 Scale: 3" = 1'-0" TDNE-0929 Scale: 6"=1'-O" TDNE_0919 MM/ — 7 SEE FINISH PLAN, SEE FINISH PLAN, © © A700 INTERIOR ELEVATIONS AND INTERIOR ELEVATIONS AND MATERIAL/COLOR MATERIAL/COLOR SCHEDULE SCHEDULE TYPICAL PARTITION WALL 8" MAX. 8" MAX. JOG PARTITION TO CLEAR EXISTING WALL AND WINDOW SYSTEM NEAREST MULLION GYP BD ALCOVE BEYOND, VARIES WHERE OCCURS W N W Of `0 SPREADER BAR OR w w = w © C © 4 u OTHER SUITABLE 6 z z z d ° ° SYSTEM REQUIRED TO A700 = _ w J w� ° PLAM SILL / SHELF AT o� oc� KEEP PERIMETER ALCOVE �' w Y w Y 2" 2" , ° COMPONENTS FROM PLAM SILL BEYOND TO ' ?o ?o • 4 Q SPREADING APART JOG WALL WHERE OCCURSJ a % of WJ D, D LINE OF PARTITION WALL o D `w=3 z o z a BELOW SILL AND ABOVE PLAM SILL WITH 1/4" x w Ja ' cwiY wUj HEAD FIG. 4A ` � •0% FIG. 48 � `0, 1/4" RABBET o ATTACHED WALL MOLDING REQUIREMENTS `4 a UNATTACHED WALL MOLDING REQUIREMENTS °Y a o w a 00LINE OF EXISTING o d WALL MOLDINGS (FIGURES 4A AND 48) SPREADER BARS (FIGURE 4B) EXTERIOR WALL BELOW Cn SEALANT AT PLAM EDGES, FLOOR LI • WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A • SPREADER (SPACER) BARS SHALL BE USED TO PREVENT THE ENDS OF THE MAIN TYP, HORIZONTAL FLANGE 2 INCHES WIDE. ONE END OF THE CEILING GRID BEAMS SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL • AND CROSS TEES AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EXISTING WINDOW SYSTEM HAVE A 3/4" CLEARANCE FROM THE WALL AND FREE TO SLIDE. ASCE EVENT. 7-05 SECTION 9.6.2.6.2.2 ITEM B • PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. SOURCE: CISCA • WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE SEISMIC ZONES 3-4 10 WALL PLAN DETAIL AT WINDOW MULLION 6 SILL AT EXISTING WINDOWS 2 STANDARD MOUNTING HEIGHTS LOCAL JURISDICTION, PERIMETER CLIPS MAY BE USED TO SATISFY THE • SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE Scale: 1 1/2" = 1'-0" GHR_0903 Scale: 1 1/2" = 1'-0" GHR-090e cae. — TDNE_0601 REQUIREMENTS FOR THE 2" CLOSURE SOURCE: STATE OF OREGON, ATTACHED DIRECTLY BUILDING CODES DIVISION • TO CLOSURE ANGLES. • THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS • WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. OR APPROVED METHOD). SOFFITS EXTENDING TO A POINT AT LEAST • SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR SEE FINISH PLAN, LEVEL WITH THE BOTTOM PLANE OF THE GRID AND INDEPENDENTLY MAIN IS WITHIN INTERIOR ELEVATIONS AND �7� SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE • 8 INCHES OF THE PERIMETER WALL. MATERIAL/COLOR 7 DEEMED TO BE EQUIVALENT TO WALLS. SOURCE: STATE OF OREGON, • WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL SCHEDULE JURISDICTION, DOOR Z- BUILDING CODES DIVISION 0 PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR SPREADER FLOOR FINISH AS • THERE SHALL BE A MINIMUM 3/4" CLEARANCE FROM THE END OF THE BARS. EXISTING WALL AND SCHEDULED, SEE FINISH CV GRID SYSTEM AT UN-ATTACHED WALLS. SOURCE: ASCE 7-05 SECTION WINDOW SYSTEMSCHEDULE 9.6.2.6.2.2 ITEM B CNSEE 1'_0" GYP BD SOFFIT -- ALIGN 111,1TPLAN HANGER SUSPENSION WIRES AND PATCHNG HEAD TAPE LOCATE ACCESSIBLE FLOOR TRANSITION CENTERLINE OF ( 111111111111 11111111111111 DOOR WHERE > M OPTION: CONTRACTOR MAY USE OPENINC HEADER & SILL JAMB OCCURS, TYPICAL, v ARMSTRONG SEISMIC RX SUSPENSION 1 #12 HANGER WIRE • HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 WIDTH CONFIGURATION STUD LINE OF MULLION 1 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. SOURCE: TRANSITION AT DOOR FLOOR FINISH AS S SYSTEM SYSTEM WITH 7/8 WALL ANCHORED TO CLOSURE BEYOND SCHEDULED, SEE FINISH •F I� MOLDINGS WITH BERC2 CLIPS IN PLACE STRUCTURE ABOVE ASTM C 636 SECTION 2.1.4 • HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON 0-0" SCHEDULE OF 2 INCH WALL MOLDINGS OR VE THE WALL CENTER OR 10 GAGE SPACED 5 FEET ON CENTER. SOURCE: TO L� TRACK 2 STUDS 10 y;' MAX O ABOVE THE CEILING ASTM C 636 4'-0" _STUD A700 �/ STABILIZER BAR, OR OTHER SUITABLE • ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION PLAM SILL - EXTEND TO U O SYSTEM, TO KEEP PERIMETER max. 8" SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 JOG WALL WHERE OCCURS STEPPED TRANSITION COMPONENTS FROM SPREADING APART. 4-0" ���TRACK NOTE: Q H POUNDS. SOURCE: CISCA ZONES 3-4 TO 2 STUDS PROVIDE ACCESSIBLE � ANGLE POWDER DRIVEN SHOT-IN-ANCHORS ARE AN APPROVED 6'-0' L _STUD ya" TO y2" THRESHOLD AT ALL L METHOD OF ATTACHMENT FOR HANGER. SOURCE: STATE OF SEALANT AT PLAM EDGES, 2 DOORWAYS. Uj MOLDING OREGON, BUILDING CODES DIVISION TYP. 1 • TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST 6'-0' �\TRACK r� SLOPED TRANSITION CROSS TEE BE SUPPORTED WITHIN 8 INCHES OF EACH WALL WITH A Tp 3 STUDS C4 .� MAIN BEAM/ a a PERIMETER WIRE. SOURCE: CISCA ZONES 3-4 8'-0" STUD 1x2 CLEAT AS REQ'D F- CROSS TEE WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MIN. 3/4" AT 3/8" MIN., MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE 2" MIN. UN-ATTACHED STABILIZER BAR, OR OTHER SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT --_TRACK REVISION NO. DATE WALLS SUITABLE SYSTEM, TO KEEP SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF 8'-0" 7 SILL AND HEAD AT WALL JOG 3 ACCESSIBLE TRANSITION DETAILS PERIMETER COMPONENTS BACK-TO-BACK 1. INCH COLD-ROLLED CHANNELS FOR SPANS STUD 4 STUDS FIG. 3A FIG. 38 FROM SPREADING APART. TO Scale: 1 1/2" = 1'-0" cHR_o9oa Scale: 3"=1'-0" TDNE_13oz WALL MOLDING WALL MOLDING EXCEEDING 48 INCHES. SOURCE: CISCA ZONES 3-4 10'-0" .],.TRACK COMPRESSION POST MAY BE SEISMIC SPLAY WIRES ARE TO BE FOUR 12 GAGE WIRES10'-0" TRACK SEE FINISH PLAN, 12 GA. HANGER WIRE, EMT CONDUIT, METAL STUDS ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' STUD 4 STUDS INTERIOR ELEVATIONS AND OR A PROPRIETARY FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING MATERIAL/COLOR T 4'-0" O.C. (3 COMPRESSION POST PER 45' FROM THE PLANE OF THE CEILING. SOURCE: CISCA 12 TO-0" SCHEDULE TIGHT WRAPS) OREGON-401 FTG, FIGURE 3. SEISMIC ZONES 3-4 . TRACK ACOUSTICAL MAIN RUNNERS HEADER INSULATION WHERE OCCURS CROSS RUNNERS � /I TRACK FLANGE W/2 DATE #12 EA. SIDE TYP. VINYL WAINSCOT WHERE MAIN BEAM LINE OF WALL 0 ANDOCCURS. PROVIDE BOTTOM TRIM TOP AS JAMB, BEYOND May 3, 2020 4'-0" O.C. LATERAL FORCE BRACING, OPNG. >6'-0" L 2 X 2 12G > REQUIRED. SCALE W/ 3 #12 EA LEG TYP. CONT. STL AS NOTED I� SEE ENLARGEMENT AT RUNNER, ' DOOR (/ LEFT ANCHOR TO FLOOR Z DRAWN BY OPNG. >8'-0" L2X2X1 A. iw —12 GA. BRACE WIRES / 3 #12 EA LEG TYP. n KP CROSS TEES �. NDRAWING TITLE ATTACHED A MAXIMUM � FLOOR FINISHES (DASHED) 2'-0" O.C. OF 45' TO THE PLANE INTERIOR DETAILS OF THE CEILING AND ,•,•' •• v ACOUSTICAL — BASE TRIM AS ' p� 12 GA. VERTICAL WIRES ® SCHEDULED PARALLEL TO HE � �c JAMB STUDSSEALANT BOTH ------------ - - -- ---- --- ------- COMPONENTS AT THE o 4' O.C. SILL SIDES FINISH TYPE A T FINISH TYPE B BRACING POINT. BRACE �ti' FLOORING AS SCHEDULED WIRES TO BE TAUT AND TIED BOH ENDS WITH FIG 1 THREE TIGHT WRAPS. FIG 2 HEADER AND SILL ELEVATION I LOCATE FLOOR LATERAL FORCE BRACING CEILING GRID BRACING LAYOUT PLAN TRANSITION CENTERLINE SHEET NUMBER OF DOOR, TYPICAL 20 SUSPENDED CEILING FRAME BRACING PER 401 -OREGON, FIELD TECHNICAL INFORMATION (IBC CATEGORY D,E & F) 12 HEADER & SILL SCHEDULE 8 TYPICAL WALL BASE 4 FLOOR MATERIAL TRANSITION A700 Scale: nts TDNE_0902 Scale: 6"=1'-0" TDNE_0502 Scale: 3"=1'-0" TDNE_0901 Scale: 3"=1'-0" TDNE_0911 SISU Design Group Interior Planning & Design 32 NE 7th Avenue Portland OR 97232 503.539.3858 RESTROOM ACCESSORY/EQUIPMENT SCHEDULE: sisudesigngroup.com NUM FIXTURE DESCRIPTION 'GB-1' GRAB BAR,42" B-6806-42 'GB-2' GRAB BAR,36" B-6806-36 'GB-3' GRAB BAR, 18" B-6806-18 'TPH' TOILET PAPER HOLDER COMES IN KIT WITH VANITY LIGHT 'PTD' PAPER TOWEL DISP. B-262 (MULTI FOLD) -AT ALL SINK LOCATIONS (3 TOTAL) 'CH-1' COAT HOOK COMES IN KIT WITH VANITY LIGHT 'MR-1' MIRROR B-165 2436 'SW' SAFETY WRAP INSULATE ALL EXPOSED HOT AND WASTE PLUMBING-MOLDED UNDERSINK SAFETY COVER,TRUBRO, LAV GUARD2. 2'-2" 8'-2 1/4" 7 EQL DOORS OTHER EQUIPMENT SCHEDULE: NUM FIXTURE DESCRIPTION FE FIRE EXTINGUISHER JL INDUSTRIES, AMBASSADOR SERIES, DOOR TYPE G: FULL GLASS WITH SAFETY LOCK. RECESSED. 1017G10, WHITE. WH' WATER HEATER VERIFY WITH BIDDER DESIGN PLUMBER. - En -- -- ---- ---- -- -- ---- r MICRO. VFY. SIZE ' ' CASEWORK - MATERIALS LIST 17 ----� +----------+ ---- -----� +---- 1----- SUBWAY TILE BACK SPLASH UNDER CABINET COUNTER TOPS: SEE MATERIAL SCHEDULE. LIGHTING PLASTIC LAMINATE k, 4 SOLID SURFACE i i CT-1 a CABINET EXTERIOR: PLASTIC LAMINATE @ ALL EXPOSED SURFACES (WHEN ---------, l — DOORS ARE CLOSED), INCLUDING MICROWAVE SHELVING. — — — , j \ NO EXPOSED MELAMINE IN OPEN SHELVES.THIN PVC --- ---� — EDGE-BANDING TO MATCH ADJACENT P-LAM COLOR. ----- -!___ ___ - N TOE KICKS: PARTICLE BOARD W/ RUBBER BASE U.N.O. ------`\ INTERIORS CONSTRUCTION: WHITE MELAMINE WITH 5mm SYSTEM HOLES AT 32mm O.C. VFY. DOOR FOR ADJUSTABLE SHELF PINS. CAN OPEN 3 EQUAL 3'-0" 2'-4 3/4" 1'-3" DRAWERS: BASE AS ADA SIDE APPROACH 1 IOLB. FULL EXTENSION UTILITY DRAWERS SCHEDULED SINK 150LB. FULL EXTENSION FILE DRAWERS HINGES: CONCEALED EUROPEAN STYLE HINGES SALICE BRAND OR SIMILAR 1 INTERIOR ELEVATIONS PULLS: 96mm WIRE PULLS, SATIN CHROME FINISH 7 0 SCALE: 1/2"=I'-G' CORE: N PARTICLE BOARD CORES THROUGHOUT EXCEPT MOISTURE RESISTANT PARTICLE BOARD (OR BETTER) AT SURFACES WITH SINKS .N NOTE: P.LAM, ALL U.N.O. EXPOSED SURFACES, TYP. LONG SPAN SUPPORTS: NO EXPOSED MELAMINE. M VERIFY COLOR AND LOCATION OF DESK SUPPORTS TO v Q N ENSURE NO CONFLICT WITH KEYBOARD DRAWERS ETC. mN P.LAM HINGED DOOR } 04* io _ TOP HOLE x CO ACCESSIBLE SIGNAGE w O w 3/4" MELAMINE H PROVIDE SIGNAGE FOR ACCESSIBLE TOILET ROOM DOOR CONFORMING ADJUSTABLE SHELVES, �!!� WITH OSSC SECTION 1108.4.12.5 AND 1109.15 AND FIGURES 43a AND 43b Z SEE INT. ELEVATIONS V wLEE BOTTOM HOLE W � z r SEE SPECIFICATIONS FOR Nr— 11_� CASEWORK HARDWARE " V UNDER CABINET LIGHT COAT HOOKS WHERE NOTED ON REFLECTED CEILING PLANS REVISION NO. DATE LOCATE TOWARD FACE OF CAB N PAPER EPDXY w END PANEL, BEYOND, 39"41" E / TOWEL PAINT w WHERE APPLICABLE. SEE O DISPENSER [PLANS. Z SEE FLOOR PLANS FOR 18"GRAB BAR / w WALL TYPE I `n P.LAM COUNTERTOP, z T' / i 1/2" BACKSPLASH, FACE & 42"GRAB BAR DOOR STOP e � n RETURNS 2"MAX O 36"GRAB BA DATE May 3, 2020 ❑❑ Z \ 8„ � x Z e m CASEWORK HARDWARE SCALE a Z Z MIN l J a � g 0 . TOP HOLE AS NOTED Cl) qa w - 3/4" MELAMINE DRAWN BY ba c� N N A JUSTABLE SHELVES, z SEE INT. ELEVATIONS KP n ° ° w DRAWING TITLE 17"MIN FLUSH 1, 6„ N Z BOTTOM HOLE INTERIOR DETAILS P.LAM HINGED DOOR 3. 5. CONTROL ON SINK SIDE BASE TRIM 3" 24" - 30" SHEET NUMBER SEE PLANS 2 INTERIOR ELEVATIONS SCALE: 1/2"=F-0" 4 CASEWORK SECTION, TYP. A701 Scale: 1"=1'-0" TDNE_1202