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Plans (2) BUP2015 - 00261 DRAWING INDEX SUMMARY UMMARY OF WORKS OF TS EW LLEXISTING (PREVIOUSPARTITIONAS A CALL ) T PCE(WALLS, FINISHES AND DROP CEILING) DEMO'D. NON STRUCTURAL WALS WILL ADDED LABS A0.0 GENERAL NOTES AND ZONING CODE HEq�G CI� L EQUIPMENT RELATED TO THE LABORATORY AND OFFICE FACILITY WILL BE INSTALLED, THERE IS NO PROPOSED EXTERIORYN 2�2OJS A0.1 BUILDING CODE AND EGRESS PLAN NO CHANGE OF OCCUPANCY,AND NO STRUCTURAL WORK THIS PERMIT. THE BUILDING IS A MULTI-USE BUILDING WITH , TENANT IMPROVEMENTS A0.2 SCHEDULES TENANTS,THE BUILDING IS FULLY SPRINKLERED L�rnlnD�CfJk� A0.3 WALL ASSEMBLIES AND DETAILS l Yt�^IO t A1 .0EXISTING CONDITIONS AND DEMO PLAN 7405 SW TECH CENTER DRIVE A2.0 PROPOSED FLOOR PLAN VICINITY MAP A2.1 PROPOSED REFLECTED CEILING PLAN 2404 FLINT E97227 SUITE A- 160 PORTLAND, ORE 9 P: [503] 802-7232 TIGARD , OREGON 97223 PROJECT TEAM F: CCB# 1 52998 CCB#195299 TENANT CASCADIA LABS 7405 SW TECH CENTER DRIVE SUITE A160 TIGARD, OR 97223 CONTACT : JEREMY SACKETT EMAIL: JEREMY@CASCADIA-LABS.COM PHONE: 541-848-7529 l CONTRACTOR: JANUS BUILDERS 2404 N. FLINT AVE., #5 , ron PORTLAND, ORE 97227 CONTACT : DOUGLAS SHEPHERD EMAIL: DOUGLAS@JANUSBUILDERS.COM PHONE: 503-970-2949 CCB# 195299 "4 IN ARCHITECT: BRANNON RITNER LOBDELL ARCHITECTURE LLC 5420 NE 35TH PL. NTs PORTLAND OR 97211 CONTACT : BRANNON LOBDELL ~ Z EMAIL: BRANNON@BLOBDELL.COM W PHONE: 503-720-7501 E2 W ZONING SUMMARY o ABBREVIATIONS SEPARATE PERMITS / DESIGN BUILD GENERAL NOTES APPLICABLE CODES: CITY OF TIGARD ZONING CODE a Lu @ AT MECH MECHANICAL 1 . DESIGN BUILD SERVICES TO INCLUDE: 1. GOVERNING CODES: SITE ADDRESS: 7405 SW TECH CENTER DRIVE.TIGARD,OREGON 97223 PROPERTYSIZE: 2.43ACRES ACT ACOUSTIC CEILING TILE MFR MANUFACTURER A) ELECTRICAL SYSTEMS A. 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) AS ADOPTED AND Q B MECHANICAL SYSTEMS MODIFIED BY THE CITY OF CITY CODE AND CHARTER AND TAX ID NUMBER: 2S101DC04603 AFF ABOVE FLOOR FINISH MIN MINIMUM ) �FFICIALS AND FIRE MARSHALS. Z co CJ CONTROL JOINT (N) NEW C) PLUMBING SYSTEMS IMPLEMENTED BY LOCAL BUILDI TAX ACCOUNT NUMBER: 82004068 Q wW CN N CLR CLEAR N/A NOT APPLICABLE D) SPRINKLER SYSTEM B. THE AMERICANS WITH DISABILITIES ACT (ADA) CMU CONCRETE MASONRY UNIT NIC NOT IN CONTRACT C. ICC / ANSI 117.1 ACCESSIBILITY STANDARDS BASE ZONE: I-P(INDUSTRIALPARK) OVERLAY(S): NA W )- � CONC CONCRETE NUMBER 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND ASSUME AND D. NATIONAL FIRE PROTECTION ACT (NFPA) Z CONT CONTINUOUS NO. NOT TO SCALE OR ASSIGN TO SUBCONTRACTORS THE COMPLETE RESPONSIBILITY FOR THE E. ENERGY CODE CRITERIA: 2014 OREGON ENERGY EFFICIENCY SPECIALTY BASE ZONE REGULATIONS: W r0LLJ Z DEMO DEMOLISH/DEMOLITION OC ON CENTER DESIGN, CALCULATIONS, SUBMITTALS, FABRICATION, TRANSPORTATION, AND CODE MIN LOT SIZE: NONE MAX COVERAGE: 75% MAX HEIGHT: 45' U O DIA DIAMETER OFCI OWNER FURNISHED, INSTALLATION OF THE DESIGN BUILD PORTIONS OR COMPONENTS AS IN F. MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS MUST COMPLY V = DN DOWN CONTRACTOR INSTALLED COMPLIANCE WITH THE JURISDICTION'S DEFERRED SUBMITTALS WITH THE MOST CURRENT GOVERNING CODES APPLICABLE TO THE WORK. SETBACKS: FRONT: 35 FT FROM: STREET/LOT LINE BACK: 0/50 FT FROM: LOT LINE LL U LLi DS DOWNSPOUT P.LAM PLASTIC LAMINATED REQUIREMENTS. � FROM: LOT LINE SIDE: 20 FT FROM: LOT LINE LLi (E) EXISTING PL PROPERTY LINE 2. THE OWNER OR TENANT WILL PAY FOR ALL NECESSARY PLAN CHECK FEES, SIDE is 20 FT 0 H O EA EACH PT PRESSURE TREATED 2. FINAL DESIGN, ENGINEERING, AND SHOP DRAWINGS SHALL BE SUBMITTED TO BUILDING PERMITS, SYSTEM DEVELOPMENT CHARGES (SDC) FEES AND OTHER EXISTING USE: COMMERCIAL:CALL CENTER Z > 6 EJ EXPANSION JOINT REQUIRED OWNER AND ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. FEES AS REQUIRED BY THE PUBLIC AUTHORITY N REQ'D PROPOSED USE: T:LABORATORY AND OFFICE Q� LL ELEC ELECTRICAL RO ROUGH OPENING SHOP DRAWINGS AND SUBMITTALS ARE REQUIRED TO SHOW COMPLETE Lo �r� ELEV ELEVATOR SF SQUARE FOOT CRITERIA, DESIGN ASSUMPTIONS, DETAILS, CALCULATIONS, MATERIALS / 3. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. REFER TO THE Q Oq PARKING&LOADING REGULATIONS: V EP ELECTRIC PANEL SIM SIMILAR FINISHES, CONFIGURATIONS, LOCATIONS, ATTACHMENTS, INSTALLATIONS AND 2009 IBC / 2014 OSSC CHAPTER 35. REFERENCE TO A SPECIFIC CODE SECTION J ARD EQ EQUAL SS STAINLESS STEEL INTERFACE WITH OTHER TRADES. DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE SPECIFIC LOADING REQ.: NO CHANGES PROPOSED CITY OF'TI C EQUIP EQUIPMENT T&G TONGUE AND GROOVE REFERENCE STANDARD. THE LATEST EDITION OF THE STANDARD SHALL BE USED VEHICLE PARKING: CONVERTED(2)SPACES INTO ACCESSIBLE SPACE - EW EACH WAY TG TEMPERED GLASS 3. THE APPLICANT (PERSON APPLYING FOR BUILDING PERMIT) IS RESPONSIBLE UNLESS A SPECIFIED DATE IS INDICATED. Approved: ( L]� FD FLOOR DRAIN TOP OF FOR SUBMITTING TO THE GOVERNING JURISDICTION ALL DESIGN BUILD FF FINISH FLOOR T.P TYPICAL DOCUMENTS REQUIRED FOR THE SEPARATE APPROVAL OF EACH DESIGN BUILD 4. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF THE perrnit#s r�Lul261 FO FACE OF UON UNLESS OTHERWISE NOTED ITEM. CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND Addme: 051 Tt=Cf� U �� Urmwn k ��,� GA GAUGE U/C UNDER CABINET DOSH. IT IS THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH THE WORK Suite fit i U6sicL GALV GALVANIZED VIF VERIFY IN FIELD REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR 3 HDR HEADER W/ WITH EXECUTING IT PROPERLY. By' �D"a/ns HVAC HEATING, VENTING, AIR COND. W/H WATER HEATER PROJECT CLOSEOUT C `'2�� �/V c� l ���( O� JorU ' OR LBW LOAD BEARING WALL W/O WITH OUT 5. CONTRACTOR TO PROVIDE ALL NECESSARY TEMPORARY SUPPORT FOR WALLS �, 5540 ®� MAX MAXIMUM WRg WEATHER RESISTANT BARRIER 1 . WHEN A CONTRACTOR CONSIDERS WORK COMPLETE, HE SHALL SUBMIT WRITTEN AND FLOORS PRIOR TO COMPLETION OF VERTICAL- AND LATERAL LOAD SYSTEMS. OFFICE COPY � CERTIFICATION THAT: A) CONTRACT DOCUMENTS HAVE BEEN REVIEWED. 6. CONDITIONS IN FIELD MAY VARY FROM CONSTRUCTION DRAWINGS. CONTRACTOR DRAWING SYMBOLSB) CONTRACTOR HAS INSPECTED WORK FOR COMPLIANCE WITH CONTRACT SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD AND NOTIFY THE - _ DOCUMENTS AND THAT WORKS HAS BEEN COMPLETED IN ACCORDANCE WITH DESIGN TEAM OF ANY DISCREPANCIES BEFORE PROCEEDING. „ CONTRACT DOCUMENTS. �' ° - � BRLA Q C) EQUIPMENT AND SYSTEMS HAVE BEEN TESTED IN PRESENCE OF OWNER'S 7. IN THE CASE OF DISCREPANCIES BETWEEN THE GENERAL NOTES, CONTRACT Brannon Rltner Lobdell, ArchitectureCOLUMN LINE 4 ?DRAWING NUMBER REPRESENTATIVE AND ARE OPERATIONAL DOCUMENTS, SPECIFICATION AND REFERENCED STANDARDS, THE ARCHITECT � Ants ? � '' blobae�com vnrlane, Oregon - ���' ' -- ���•' $03-720-7501 brannon®bobdell.com -SHEET NUMBER D) WORK IS COMPLETE AND READY FOR FINAL INSPECTION AND/OR THE ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. 01 DOOR NUMBER 3 INTERIOR ELEVATION � O �xDRAWING NUMBER .. Set I Date: I2. ARCHITECT WILL INSPECT WORK TO VERIFY COMPLETION STATUS AS SOON AS 8. ALTERNATIVES AND SUBSTITUTIONS TO SPECIFIED ITEMS ARE TO BE SUBMITTED PERMIT SET: WINDOW TYPE INDICATOR HEET NUMBER ® IULvzz, zou POSSIBLE AFTER RECEIPT OF CONTRACTOR'S CERTIFICATION. SHOULD TO THE ARCHITECT/ENGINEER FOR REVIEW. Al WALL TYPE INDICATOR BUILDING SECTION ARCHITECT CONSIDER WORK INCOMPLETE OR DEFECTIVE: ARCHITECT WILL C l LACRK IN LE -DRAWING NUMBER PROMPTLY NOTIFY CONTRACT IN WRITING, LISTING INCOMPLETE OR DEFECTIVE 9. IN SOME CASES NOTES IN THE ARCHITECTURAL DRAWING SHEETS MAY SPACE O KEY NOTE TAG � HEET NUMBER WORK (PUNCH LIST). CONTRACTOR SHALL REMEDY DEFICIENCIES IMMEDIATELY REFERENCE OTHER PROFESSIONAL CONSULTANT'S DOCUMENTS. (EX. PER E P _ EXTERIOR ELEVATION AND SEND SECOND WRITTEN CERTIFICATION TO ARCHITECT THAT WORK IS STRUCTURAL) THE REFERENCES ARE NOT EXHAUSTIVE AND ARE SOLELY OPTIONAL CLOUD @ REV. AREA � DRAWING NUMBER COMPLETE. ARCHITECT WILL RE-INSPECT WORK. WHEN ARCHITECT FINDS WORKS INTENDED TO HELP ALERT THE CONTRACTOR OF POSSIBLE ADDITIONAL A-140 . REVISED AREA \ -SHEET NUMBER ACCEPTABLE UNDER CONTRACT DOCUMENTS, HE WILL REQUEST CONTRACTOR INFORMATION WITHIN THE CONTRACT DOCUMENTS, FOR CONTRACTORS DETAIL TO MAKE CLOSEOUT SUBMITTALS CONVENIENCE. 7405 E AARKINCESSBLE SW TEC DATUM POINT H CENTER DR PARKING - A-144 t;)SPACE SMOKE/CO DETECTOR 3. CLOSEOUT SUBMITTALS (OPERATIONS AND MAINTENANCE GUIDE) SHALL BE 10. CONTRACTOR WILL PROVIDE TEMPERED GLASS IN ALL LOCATIONS AS REQUIRED 61305° PROVIDED AND INCLUDE EQUIPMENT WARRANTIES AND EQUIPMENT & PRODUCT BY CODE. SAFETY GLAZING SHALL BE PROVIDED IN ACCORDANCE WITH CODE AT: CUTSHEETS, INSTALLATION AND MAINTENANCE AS PROVIDED BY THE A) TUBS OR SHOWERS WHERE THE GLAZING IS LESS THAN MANUFACTURER. 60" ABOVE THE DRAIN. B) WITHIN 24" FROM A DOOR AND LESS THAN 60" ABOVE THE A 20` r. FLOOR. `' n50� u C) PANES GREATER THAN 9 SQ. FT. AND I Job: D) LESS THAN 18" ABOVE THE FLOOR. q�13o "A , 15-008 11 . PROVIDE CODE REQUIRED FIRE STOP MATERIAL AT PENETRATIONS OF RATED Drawing: WALLS AND FLOORS AS REQUIRED BY CODE AT A MINIMUM. GENERALNOTES 12. SOLID WOOD BLOCKING SECURED TO WALL OR FLOOR FRAMING SHALL BE r �` Q AND ZONING INSTALLED AT ALL GRAB BARS PLUMBING, PLUMBING FIXTURES, WALL CABINETS, ; STAIR RAILING, HANDRAILS, GUARDRAIL AND ANY WALL MOUNTED ACCESSORIES " CODE REQUIRING SUPPORT. N 13. ALL DIMENSIONS ARE TO FACE OF FRAMING (EXTERIOR FRAME WALLS), AND FACE 0' 16'32' 64' SITE / PROPOSED BUILDING USE PLAN 01 Sheet: u OF STUD (INTERIOR WALLS), UNLESS OTHERWISE NOTED. s4•= 1'-0• A0 . 0 LAB B LAB B OFFICE B OFFICE B OFFICE B OFFICE B OFFICE B OFFICE B ENTRY/RECP/CP B CODE SUMMARY 262 GSF 157 GSF 157 GSF 157 GSF 157 GSF 99 GSF 307 GSF 237 GSF 1022 GSF GENERAL BUSINESS 1/100 GSF BUSINESS 1/100 GSF BUSINESS 1/100 GSF BUSINESS 1/100 GSF BUSINESS 1/100 GSF BUSINESS 1/100 GSF BUSINESS 1/100 GSF BUSINESS 1/100 GSF BUSINESS 1/100 GSF M 3 OCC. 2 OCC. 2 OCC. 2 OCC. 2 OCC. 1 OCC• 4 OCC. 3 OCC. 11 OCC. JURISDICTIONAL AUTHORITY: CITY OFTIGARD — — — — — — _ — — — — — — — — APPLICABLE BUILDING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE ` I II 2014 OREGON FIRE CODE,2011 OESC — — — — — — — — — — — — a� 2404 M.FLINT RVE.,#5 PROJECT DESCRIPTION PORTLAND,ORE 97227 EXIT I 33 OCC. I — — — 1 • • • r — — — .O.SLAB PROJECT NAME: CASCAMA LABS PROJECT ADDRESS: 7405 SW TECH CENTER DR. 38 OAC. TIGARD,OR 97223 P: [5031862-7232 6.8 INCHES 3 MIN T.O.FIN.FL 7.6 FICHES(32 MIN) TYPE OF WORK INTERIOR:TI:PARTITION WALLS,FINISHES, 72 INCHES P OVIDED1 I JI CHANGE OF USE OR OCCUPANCY:NO I [B,S-2) F:(503) 200-103 / 72 INCHES PROVIDED CASE WORK AND EQUIPMENT.NEW SHOWER AND RESTROOM CCB# 195299 I 33 I I 3$ ACCT SSIBLE ENTRY CATEGORY:BUSINESS:LABRATORIES:TESTING AND RESEARCH EXISTING OCCUPANCY:BUSINESS:CALL CENTER L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1H BUILDING CONSTRUCTION LAB B 518 GSF = _ = I LU 1 CONSTRUCTION TYPE(602):IIIB GROUP:(EXISTING) B I PROPOSED NO CHANGE-USE B _ _ _ _ 1 BUSINESS 1/100 GSF LAB B —— 1 _ _ _ _ FE _ 1 BUILDING AREA:33,500 TENANT AREA: 10,825 STORIES: 1 STORY , 6 OCC. 310 GSF 93' TO EXIT? _ 00 I ' BUSINESS 1/100 GSF 1 95' 10 EXIT - - - - - - - - - II - - _ - - - _ _ - - - J LOCKER B I - - 1 - - - - - - - - - - - - - - r — con 85 GSF 4 OCC. I bi �1 = = BUILDING OCCUPANCY CLASSIFICATIONS, SEPARATIONS AND HAZARDOUS MATERIAL:LO BUSINESS 1/100 GSFLAB B 1 _j JI USE AND OCCUPANCY CLASSIFICATIONS(302): B AND S-2 1 1 Q • I� I LU 1 MCI. 310 GSF ¢1 295 GSF Q I • • SEPARATED OR NON SEPARATED USES(508.2.4,506.3.3&508.4):SEPARATED LOCKER B — BUSINESS 1/100 GSF 0=1 BUSINESS 1/100 GS 0f1 I I­-1 I OCCUPANCY SEPARATION RATINGS B AND S-2 1 HOUR 85 GSF 14 CC. I I 1 LL F-1 I 3 OCC. LL I I REQUIRED(TABLE 506.4): U BUSINESS 1/100 GSF ? =I °OFFICE =1 — SPRINK REDUCTION USED:(Y/N) NO 1 OCC. — y — _ _ _ _ _ _ _ _ _ _ _ _ _ IF <1 5 GSF a� INTAKE #2 B INTAKE#1 B CONFERENCE B -- — — — — — — — — — — — — — — — — — — — — — — — — — HAZARDOUS MATERIALS A SITE: (S GALLONS ON SITE 307-1(1)e.100%INCREASE-APPROVED CABINET 81' TO EXIT T o1 SINESS 1/100 GSF Zi 100 GSF 100 GSF 100 GSF (FLAMMABLE LIQUID: GALLONS) (STORAGE,USE,WASTE) 307.1(1)GALLONS ALLOWED IN B ULLYCAS SPRINKLERED 120 GALLONS ALLOWED IN B CLASSIFICATION Z ►' I 2I 2 OCC. 21 BUSINESS 1/100 GSF BUSINESS 1/100 GSF BUSINESS 1/100 GSF LU I 2I 21 1 0CC. 1 0CC. 4 OCC. BUILDING FIRE DETECTION & SUPPRESSION: (OSSC CHAPTER 9&2014 OREGON FIRE CODE) LAB B I 0I STORAGE B OUI W 160 GSF LAB B I 1 5 GSF 1 WAITING B PROVIDED:NO > BUSINESS 1/100 GSF I 1 1 TYPE/CLASS: REQUIRED OR OPTIONAL: AREAS OF COVERAGE: O 1950 GSF I I SINESS 1/100 GSF 1 400 GSF 2 OCC. BUSINESS 1/100 GSF I I 2 OCC. I BUSINESS 1/100 GSF SPRINKLER SYSTEM: ADDITIONAL NFPA13 REQUIRED 100% a w I I 1 4 OCC. STANDPIPE SYSTEM: EXISTING RECEIVING S-2 20 OCC I I I FIRE ALARM SYSTEM SMOKE AUTOMATIC SMOKE AND FIRE DETECTION&ALARM SYSTEM,MANUAL PULL STATIONS •- AND FIRE EXTINGUISHERS TO BE PROVIDED.PROVIDED SYSTEMS AND LOCATIONS TO 600 GSF I 1 I SERVER RM B DETECTION SYSTEM: MEET GOVERNING CODES AND BE APPROVED BY THE FIRE MARSHAL Z M BUSINESS 1/300 GSF i �REAKROOM 192 GSF NOTES&PROVISIONS: NA Q � N 2 OCC. I(I 1 I 200 GSF I BUSINESS 1/100 GSF Z Uj ti 1 I BUSINESS 1/100 GSF Z CD I FE 1 2 OCC. 1 2 OCC. ACCESSIBILITY UPGRADES (3411.7):: ~ W Z 1 1 Q Q Q 1 A.PARKING: (1)NEW SPACE PROVIDED TO ACCOMMODATE LOCATION TO MAIN ENTRY W U O 1 V (DLL OWER/WC B 0 C) C> 1 B.ACCESSIBLE ENTRANCE: EXISTING = V 1 I C.ACCESSIBLE ROUTE TO ALTERED AREA ALTERED AREA IS ACCESSIBLE _ - U nW LL 7 GSF I D.ACCESSIBLE RESTROOMS: ACCESSIBLE RESTROOM/SHOWERS PROVIDED O W LL 0 USINESS 1/100 GSF I _ F— O I 200 O NW EXIT E:TELEPHONES NOT REQUIRED OR PROVIDED 1rum' 34 i OCC. 1 TO Nl'EXIT J F.DRINKING FOUNTAINS NOT REQUIRED OR PROVIDED ZQ G.STORAGE AND ALARMS EXISTING DRAWING SYMBOLS: — — — — EXIT Q (n 1HRRATEDWALL 3a N ENERGY CODE m o Q 6.8 INCHES(32 MIN) EGRESS PLAN Q 2HR RATED WALL 36 INCHES PROVIDED 1/8•- VI 01 ® ENERGY CODE REQUIREMENTS (2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE): J METHOD OF ENERGY CODE ANALYSIS. PRESCRIPTIVE — — — — — — EGRESS PATH-ILLUMINATE WITH 1 FOOT CANDLE/SF AT THE FLOOR LEVEL ALONG THE �/ PATH,TYP. EXITING: CLIMATE ZONE4C ;,,,ED EXIT SIGN -CX SERIES COOPER LIGHTING-SURE LITES OPAQUE EXIT ��OCCUPANT LOAD 93 OCC PER ROOM CALCULATIONS. 105 OCC FOR GROSS BUSINESS AREA. ASSEMBLIES: NO WORK THIS PERMIT ;AINSTALLED W/ELECTRICAL TRADE PERMIT PER 2010 OSCC SECTION 1011 REQUIREMENTSawn "F EGRESS WIDTH: OCCUPANT X .2- [105 X .2 = 21'], 36" MIN. @ AISLE AND 44" @ CORRIDOR FENESTRATIONS: NO WORK THIS PERMIT Q TSSobde !t �1 OCC OCCUPANCY AND DESIGN LOAD SIGN : 09 oF�e)1 WI STATING OCCUPANT AND DESIGN LOAD OF THE ROOM SPACE POSTED IN A CONSPICUOUS AIR LEAKAGE: OUTDOOR AIR INTAKE AND EXHAUST OPENINGS MAXBE EQUIPPED WITH A CLASS I PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE. EXIT SIGNS: NOT REQUIRED AT ANY ROOM BUT PROVIDED AT EXITS AND ALONG CORRIDOR MOTORIZED LEAKAGE-RATED DAMPER WITH A AX LEAKAGE RATE OF 4CFM/SF AT LOIN WATER GAUGE PER AMCA 5000 „ O POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE EXIT ACCESS TRAVEL DISTANCE: EXIT ACCESS TRAVEL DISTANCE (1016.1)'A'W/SPRINKLER : 250' FT OR MAINTAINED BY THE OWNER OR AUTHORIZED AGENT. BUILDING MECHANICAL SYSTEMS: MECHANICAL SYSTEMS PROVIDED UNDER A SEPARATE TRADE PERMIT , FE FIRE EXTINGUISHER-(1)CLASS 2A:10BC-INSPECTION, MAINTENANCE,AND RECHARGING NUMBER OF EXITS AND CONTINUITY: 2 EXITS PROVIDED PER COMMON PATH 1 REQ PER USE/OCC LOAD MECHANICAL SUB-CONTRACTORS TO PROVIDE SYSTEMS TO MEET ALL 5 _rO OF FIRE EXTINGUISHERS AS REQUIRED VERIFY LOCATION,QUANTITY AND TYPE OF ALL REQUIREMENTS OF OEESC CHAPTER 503 OF FIRE EXTINGUISHERS WITH OWNER AND FIRE MARSHALL PRIOR TO INSTALLATION. COMMON PATH OF TRAVEL: 10OFT FULLY SPRINKLERED 14 OCCUPANT LOAD AT DOOR CORRIDOR: NON -RATED. B-OCCUPANCY I FULLY SPRINKLERED BUILDING POWER AND LIGHTING SYSTEMS: ELECTRICAL SYSTEMS PROVIDED UNDER A SEPARATE TRADE PERMIT ELECTRICAL SUB-CONTRACTORS TO PROVIDE SYSTEMS TO MEET ALL REQUIREMENTS 2$ OCCUPANT LOAD AT EXIT OF OEESC CHAPTER 505 INTERIOR LIGHTING POWER ALLOWANCES AND REQUIREMENTS ARE PER THE BRLA PRESCRIPTIVE METHOD. Bramon Ritner Lotidell, Architecture TENANT B B ROOM TYPE 2925 GSF AREA SF PLUMBING CODE a�de�Com Porta, Oregon 503-720-7501 bra onablobdelt<om BUSINESS 1/100 SF OCCUPANCY LOAD FACTOR Set I Date: PLUMBING FIXTURE COUNTS PERMIT 30 OCC. OCCUPANCY LOAD -- - - OCCUPANCY I AREA: SF OCC PER SF OCC. F M MIN NUMBER FIXTURES F M JULY 22,2015 LOAD: REQUIRED(TABLE 2902.1) BUSINESS 10,245 S 1/100 GROSS 103 52 52 PER 25 FOR THE FIRST 50 204 204 PER 50 FOR REMAINDER S-2:RECEIVING 600 SF 1/300 GROSS 2 1 1 1 PERIOD 0.01 0.01 LABRATORY TOTAL 105 3 3 6 TOTAL ACCESSIBILITY S TAN DARDS 2003 ANSI 117.1 OTAL NUMBER OF FIXTURES PROVIDED: 3 We(1 ACCESSIBLE)3 LAVER GENDER SPECIFIC RESTROOM 1 UNISEX ACCESSIBLE RESTROOM WITH SHOWER IWC AND 1 LAV FIRE ALARM W/VISUAL CLEAR ANNUNCIATOR FLOOR (ALTERATION ONLY) _ _SPACE FIRE ALARM PULL36-CLR 60"CLR 60•CLR XX —I STATION c MIRROR MIRROR a 32•MINI io � 39• 1' PUSH SIDE ROOM SIGNAGE ELECTRIC FEMININE SUPPLIES CLR I 42" GRAB BAR 1' WIDTH f WALL COUNTER D SPENSER 18' 24•MIN 1 1/4" O.D. GRAB SOAP HAND DISPENSER 42'MAX DRYER BARS TO T MOUNTED MOUNTED 30" MIN CLR z SUPPORT 250 ® z -- 17 MIN � POWER DATA Job: I 00 RECEPTACLE I LAVATORY LAVATORY - - - - - - - LBS z ® ® It % I I - - - - - - - — - - - — - - - - - - — '� EP Drawing: 8• O - v `� — — -- — 1:10 9 Z J o 0 c I PULL SIDE co M c I I - CLEAR — — — • e — — —• •— PAPER TOWEL — — — — ror' n n in Oo !4 I CLEARI I 9 - ( FLOOR v v v co m m f DISPENSER ® o� `� ' ; a BUILDING CODE FLOOR( Io , m SPACE AND EGRESS L — SPACE I L - - - - - - m I INSULATE HOT WATER FLUSH ACTIVATOR ON WIDE TOILET TISSUE FIRE ALARM FIRE ALARM LIGHT POWER/PHONE/ BARRIER BARRIER FREE COUNTER AND CABINETS 56" CLR MIN za+ W/VISUAL PULL SWITCH DATA FREE FIRE PLAN BARRIER FREE DOORS AND O c7 PIPES AND DRAIN ACCESSIBLE TOILET ROOMS SIDE OF STALL;5L6S DISPENSER ANNUNCU\TOR STATION RECEPTACLE EXTINGUISHER HARDWARE F ACCESSIBLE TOILET PLAN M ACTIVATION FORCE MAX DOORS PLAN VIEW 0 m m � INTERNATIONAL THERMOSTAT AUTOMATIC BARRIER ELECTRICAL N HANDICAP DOOR FREE PUBLIC PANEL Sheet: SYMBOL OPERATOR PHONE PUSH PAD A0ml DOOR SCHEDULE ROOM FINISH SCHEDULE WE GENERAL NOTES: BASE AND WALL LEAF SIZE MATERIAL/MANUF 1. FIELD VERIFY ALL DOOR INSTALL DIMENSIONSLm MARK ROOM TYPE FIRE HARDWARE U-VALUE NOTES 2. T=TEMPERED ROOM ROOM IDENTIFICATION FLOOR NORTH EAST SOUTH WEST CEILING CEILING REMARKS ®� WIDTH HEIGHT THK RATED DOOR FRAME GLAZING/SGHC GROUP 3. U-VALUE BASED ON 2014 OEESC TABLE 502.3 UMBER TRB B W B W B W HEIGHT KEYPADEXIT HARDWARE 100 MAIN ENTRY Cl Rg OP Rg OPREI OP (E) (E) i ► 100 MAIN ENTRY (E) (E) (E) (E) (E) (E) (E) (E) REMOTE (E) EGRESS HARDWARE GENERAL NOTES: BUZZER VIDEO MONITOR 4' PAD SALVAGED 1. FURNISH AND INSTALL AL HARDWARE ITEMS REQUIRED FOR THE COMPLETION OF THE PROJECT. ALL HARDWARE ITEMS FROM A 100A RECEPTION C1 RB OP RB OP RB OP (E) (E) 1008 CORRIDOR D (E) (E) (E) (E) (E)SALVAGED FROM (E) (E) KEYPAD NA EXIT EGRESS FACTORY AUTHORIZED DISTRIBUTOR 2404 N. FLINT AYE.,#5 O ROOM A' HARDWARE 2. FINISH : BRUSHED NICKLE PLATED OR STAINLESS STEEL UNLESS OTHERWISE NOTES 107 CONFERENCE ROOM Cl 4" pp 4" OP 4" OP 4" OP 4 T 8'$" ON "SECURED"SIDE 3. VERIFY OPERATION, HAND OF DOOR,AND FUNCTION FOR EACH OPENING AS SCHEDULED. FURNISH TWO (2) KEYS WITH EACH LOCK RB RB RB RE1 ACT PORTLRNO,ORE 97227 AND (5)MASTER KEYS 102 INTAKE#1 Cl 4- OP 4" OP 4" OP 4- OP 4 T BAR 8'4" P: (5031662-7232 100C RECEPTION D T-0" 6'-8" 1.75" NA PRE FINISHED ALUM!TIMELY NA OFFICE NA 44.1. BUTTS : 1-1/2 PAIR MINIMUM PER DOOR. MATERIALS: RB RB RB RB ACT _ WOOD 4.2. DOOR STOPS: PROVIDE AS REQUIRED WHEREVER DOORS OR HARDWARE WILL STRIKE ADJACENT SURFACES AND MATERIALS. " 4 4" 4' X4 T F: �JO31 200-1036 103 INTAKE#2 ClCt RB OP RB OP RB OP RB OP ACT 8'-6" 2'-0"SIDELIGHT 4.3. WEATHER GASKETS: FURNISH SET OF PEMKO S-88 WEATHER STRIP FOR ALL DOORS TO CORRIDORS AND EXITWAYS CCB# 195299 PRE FINISHED 4.4. PANIC BARS LISTED WITH UL 10C AND UL 30S " 101 CONFERENCE ROOM B.1 3'-0" B'-0' 1.75' NA WOOD ALUM/TIMELY FULL LIGHT CONF NA TEMPERED GLASS 5. HARDWARE LOCATIONS: 104 (E)WAITING Cl REI OP RB OP � OP RB OP (E) (E) 5.1. TOP HINGE:5"FROM DOOR TOP TO TOP OF HINGE PRE FINISHED 5.2. BOTTOM HINGE: 10"FROM FINISHED FLOOR TO BOTTOM OF HINGE 105 OFFICE 97 Cl 4- 4"OP RE1 OP RB OP RB OP ACT 8-W 102 INTAKE# 1 C 3'-0' V-81 1.75' NA Wap ALUM/TIMELY NA OFFICE NA - 5.3. CENTER INTERMEDIATE HINGE BETWEEN TOP AND BOTTOM HINGE 5.4. 38"TO CENTER LINE OF KNOB LOCKS AND LATCHES 106 SEVER ROOM VCT1 4" P1 4" P1 4" P1 4' P1 X4 T 8!-6- PRE FINISHED 5.5. 52"TO CENTER LINE OF DEADLOCK CYLINDERS.VARY AS REQUIRED TO AVOID CONFLICT WITH PUSH/PULLS ETC. RB RB RB RB ACT 103 INTAKE#2 D 3'-0" 6'$" 1.75" NA WOOD ALUM/TIMELY NA OFFICE NA - 107 (E)MEN'S RESTROOMS (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) 'J l PRE FINISHED 108 SEVER ROOM C 3'-0' 6-W 1.75" NA WOOD ALUM/TIMELY NA KEYPAD NA - 106 (E)WOMEN'S RESTROOM (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) 109 (E)BREAKROOM VCT1 4" P1 4" P1 4' P1 4' P1 (E) (E) 1 PRE FINISHED REI RB RB RB �� 110 STORAGE C 3'-0" 6'-8" 1.75" NA Wap ALUM/TIMELY NA STORAGE NA -- 710 STORAGE VCT1 RB P1 REI P1 RB P1 RE1 P1 2X4 T BAR 8-0" 111 SHARED OFFICE C (E) (E) (E) (E) (E)SALVAGED FROM (E) (E) OFFICE SALVAGED DOOR AND2X4 T BAR SIDE LIGHT 771 SHARED OFFICE VCT1 RE1 P1 RB P1 REI P1 Rog p1 ACT 6 6' RESTROOM AND PRE FINISHED OCCUPANCY 112 RESTROOM AND SHOWER TILE TILE OP TILE OP TILE OP TILE OP GYP 8--0• "GREEN BOARD" - MOISTURE AND U 112 SHOWER C 3'-0" 6' 8" 1.75" NA WOOD ALUM!TIMELY NA RESTROOM NA INDICATOR MOLD RESISTANT SHEETROCK T BAR INSTRUMENT AND WET PRE FINISHED 113 INSTRUMENT AND WET LAB VCT1 Rog P1 RB P1 RB P1 RB P1 ACT 8�' 11 �g B 3'-0" F-W 1.75" NA WOOD ALUM/TIMELY 24X36 HALF GLASS KEYPAD NA - R SCHEDU P R SCHEDU E R SCHEDU E - - 114 MICROBIOLOGY LAB#2 VCT1 Rog P1 REI P7 REI P1 RB P1 GYP 8'4r W EXIT INSTRUMENT AND WET (E) EGRESS HARDWARE y y FF=-1 4- 4' 4" 4" 1138 (E) (E) (E) (E) (E) (E) (E) KEYPAD NA �r=�� rr �� 115 MICROBIOLOGY LAB#1 VCT1 P1 P1 P1 P1 GYP 8'-6' LAB ON"SECURED"SIDE U 11 II II I U 1 11 V RB RB RB RB W INSTRUMENT AND WET PRE FINISHED $11 I� \ w / �I 11p - / 11 1 118 RECEIVING CONC 4" P1 4' P1 4- P1 4' p1 GYP 12'-0" 1HRRATEDANDAIRSEALED > 7130 �g D 3'0" 6'-0' 1.75' NA WOOp ALUM/TIMELY NA---TPASSAGE NA - w 11 II \ o o / 11 11 w c II II w RB RB RB RB 0 uu I I I I = = 0 1I I1 = U o I 11 s 117 LOGIN AND LABELING VCT1 Rog Pt RB P7 Rg P1 P1 ACT 6`$' O MICROBIOLOGY LAB#2 PRE FINISHED 31I 11 o 0 0 I I 11 3 y 11 113 114 D Y-0" 6'-8" 1.75" NA WOpp ALUM/TIMELY NA STORAGE NA - F x 11 11 / w Lu \ 11 I I a I I1 2 SAMPLE PROCUREMENT AND 4' 4' 4' 4' 4 T ac 011 I1 a a �I 1119 \ 1 1 J 718 PROCESSING VCT1 RB P1 RB P1 RB P1 RB P7 ACT 6-0' L MICROBIOLOGY LAB#1 PRE FINISHED 11 C 3'-0" W-8- 1.75' NA WOpp ALUM/TIMELY NA PASSAGE NA - 0 U,1I 11 I L- _11 a 11 I I p 119 WOMEN'S LOCKER ROOM VCT1 4" P1 4' P1 4" P1 4' p1 GYP 8'-6" FAIL- - J L - J V3 RB RB RB RB Q MICROBIOLOGY LAB#1 PRE FINISHED "O. . ' A B B.1 4' 4" 4" 4' Z N 1158 D T-0' F-W 1.75" NA WOOD ALUM/TIMELY NA PASSAGE NA - 120 MEN'S LOCKER ROOM VCT1 RB P1 RB P1 RB P1 RB P1 GYP 8'6' Z IY LIJ � RECEIVING PRE FINISHED PER SCHEDUI4E P R SCHEDU E 121 SECONDARY ENTRANCE VCT1 4g OP 4B OP 4- 4- Op 4B OP 4 TT 8'6' ~ Z � 11 D 3'-0' 6-8" 1.75" 45 MIN WOOD ALUM if NA KEYPAD NA - J� - 121A CORRIDOR VCT1 Rg OP REI OP Rg OP RB OP ACT 8'6" LU Z RECEIVING ROLL UP SECURITY �r �r — WE (E) CURB SIGN DESIGN CUT RAMP SIGN NO. R7-8 ieiiiiiiii 4" PAINTED STRIPES STABILIZER BAR AT ALL LINE OF WALL, 2"WALL ANGLE AT ' I ' MEMBERS AT UNATTAC PERIMETER;ATTACH RUNNERS TMP i SIDES W/APPROVED FASTENERS2 RESERVED 2404 N.FLINT K#5 PRE-ENGINEERED COMPRESSION ADJACENT SIDES, LEAVE 3/a"" PARKING AT SPLAY WIRE SPACE UNATTACHED AT 2 z ` ONE 97227 LOCATIONS AS PER 2014 OSSC I \ ADJACENT SIDES — - POISILRNOi MAIN RUNNERS P: (503) 662-7232 12 GA. SPLAY WIRES @ 12'O.C. IN 45" MAX j . THE PLANE OF EA. RUNNER ,� CROSS RUNNERS _ � F:(503J 200-1036 45' MA � Q r CCB#195299 O a. i,•R_/ TM —11�- PAVEMENT STENCIL MIN. OF 4 TIGHT TURN WITHIN 1 1/2",TYP. b °A 3" STROKE Z WHITE BLUE 5' MAX BACKGROUND AND 4 N BLUE PAINTED CURB SC, 12 GA.VERTICAL WIRES @ 4'O.C.; WHEEL OPTIONAL 2' MIN 45' MAX. � WIRES AT ALL MEMBERS W/IN 8" Sign Background: white• Perroret7ective westing STOP Cr OF PERIMETER Sign Legend; Green, RetroreftecVm steering 28" IN CROSS RUNNER SEISMIC BRACING, SEE Sign Symbef; Whife on 9tue. RetrorefI80ive slreetitrff F • MAX DEFLECTION: L/360X4 ENLARGEMENT R7-8 PARKING SIGN. V) MAIN RUNNER • COUNTER SLOPE HANGERS Peter to Standard Highwoy signs boot for dsto!/L BOTTOM EDGE AT 80" AFG 1■� /� IF MORE THAN 1.6 OUT OF CEILING GRID SEISMIC BRACING DETAIL PLUMB • SEPARATE VERTICAL WIRES 1�■■1 `�j REQUIRED FOR LIGHT or ng aired Person pfor va sign is used ro d 110 ate a FIXTURE SUPPORT; narking area reserved far vahideS with DW nerrrrir as staled. SUPPORT BARS REQUIRED IF LESS THAN 20LB. 3U/� ' V J Figure 7 �I CEILING GRID SEISMIC BRACE 04 CEILING GRID SEISMIC LAYOUT PLAN 03 ACCESSIBLE PARKING SIGN 02 ACCESSIBLE PARKING 01 W Qom{ NTS NTS NTS 3/16'=1'-0" LU 3/4"PLYWOOD ATTACHED - - - - - - - - - - - -- - - TO FRAMING O STRUCTURAL RIM JOIST aw STRUCTURAL JOIST C > LEDGER TO(E)WALL L OTHER SIDE(NOT IN IY STRUCTURE ABOVE Q VIEW) (NOT IN VIEW) / / STRUCTURE (BLOCKING, FRAMING) J CIO WHEN BELOW / Q Of N STRUCTURE MTL STUD — _ w C4 BRACING TO ROOF — _ UJ STRUCTURE AT 8'-0"O.C. — — DEFLECTION HEAD (SLOTTED TRACK) WWHEN ATTACHED DIRECTLY TO Z/ // INSULATION ALTERNATING — —SUSPENDED ACT71177WATER/MOLD //// / DIRECTIONS. FASTEN STRUCTURE(BLOCKING, FRAMING) WwZ //� BRACE TO TOP OF STUD HOLD GYP BOARD BACK 3/4"AND �/ O YP BOARD (2)LAYERS OF 5/8"TYPE / / MTL STUD FRAMING (BEARING) — - - — X'GYP BOARD STAGER /// ATTACH BELOW TOP TRACK rr nn // / SUSPENDED ACT LL = V AND TAPE JOINTS. SUSPENDED ACT BELOW STRUCTURE HEAD AT STRUCTURE LL. U nwN/ AIR SEAL w LJ. H INSULATION FOR SOUND PROOFING O AS REQUIRED D SEE IW-1 FOR TYPICAL NOTES — SEE WALL AND CEILING // // MTL STUD FRAMING (LEAVE 3/4"GAP Z �Ny TESTED RATED AND CLIP WHEN FRAMED FULL HT Q it ASSEMBLIES. INCREASE _ _ (SHEATHING OR JOISTS/BLOCKING) mur) FRAMING DIM. FOR Q LAB OR CORRIDOR — — RESTROOM AND SHOWER = _ STRUCTURAL SPAN. Q q1t 5/8"GYP(WATER RESISTANT TYPE AT J ti — — CERAMIC TILE %/j%/ DAMP LOCATIONS)CUT AROUND —_ — TILE ADHESIVE DUCTS AND STRUCTURE,SEAL AS CERAMIC TILE BACKING (WALL LINER) / INT. — — INT. REQ. JOINTS TAPED AND FINISHED WATERPROOF MEMBRANE p ,� �/ RECEIVING /j j// INSTRUMENT AND WET LAB — — TO LEVEL 4 FINISH. PAINT PER t� — — CERAMIC TILE BASE ///// OR PLAN SCHEDULE J'*�� '�l CERAMIC TILE LOGIN AND LABELING � f 4" BASE SCREED LAYER(SLOPE TO DRAIN) /z// 4"BASE V C� / / FASTENER(POWDER DRIVEN ANCHOR) FASTENER(POWDER DRIVEN ANCHOR) Lobdell — — WATERPROOF MEMBRANE — ...... _ — —_ CERAMIC TILE FLOOR UNDERLAY — _ FINISH FLOOR(SEE SCHEDULE) `a // FINISH FLOOR (SEE SCHEDULE) CONCRETE SLAB CONCRETE SLAB s j j CONCRETE SLAB = = CONCRETE SLAB o PORI s , OR - - - — — — - - — - BA6E BASE 5W BA E OF 0 IW-3 IW-21 1 HR RATED IW-1 Fire Rated System Design - UL L524 Fire Rated System Design - UL U473 or MEA 102-89-M BRLA H — T F�1• l .�"rj'� , *:•tit ':;i.• J • a-^ . Brannon Ritner Lobdell, Architecture £: blobden.conn Portand, Oregon 51/4 4 � 503-720-7501 brannon®blobdell corn 3 Set I Date: PERMIT SET: 11 s "" • ` 'µ a a '� JULY 22,2015 MD*a R€J1 °)_ t41P1 ULU473orMEA 102-39-M - X , r �� �� •i•t � r 9 Y'a 9I fi2:. t Q i - �I Exterior Walls - Steel Stud (Loadbearing) �• Y -` • i a 4��� r stf+t 34%r ve"a •�i4 Fire RetIMI STC/Sound Test System ThICkness RMTA — - 1 hour Iv/A 5-1 /4 UL L524 Datail Detial - Steel C-Joist • Gent Board - 112 or 5/8 in. thick board, square edge-pUROCK Brand Cam _ rent - Fire rr9 STC f Sound Teat System'Thi now MW ftn 1 hair 43 dB ■ Gypsum Boat! - 5/8 in. thick gypsum board applied vertically to studs- Job: Sound Test: USG- SH K® Itro rght Firtsmk X 91=um Parcels -008 760310 Steed Stade- 3-1/2 In. wide, fabricated from min 20 gauge galv. steel spaces @ max Drawing: 16 iii, AC WALL Detail Description • Bath end Blankets- Min. 8 In.thick mineral wool insulation batts . Board - 5/8 In, thick gypsum board applied vertically to studs - ASSEMBLIES ■ plywood floorht Firecodej X Gvnsum Panels AND DETAILS 0h>n,ggCKO • 9-1/2" 16 gauge steel joists 24'o.c. . d or premixed joint compound applied In two • 3" mineral wool batt •alai Tape and Compound -Vinyl,dry po ■ 2 layers 1l2" tiem.-f.,.t,re pr „^,mf d..,.aaa� um Paneis or coatis. Paper tape, 2 in, wide, embedded in first layer of compound over all joints. s 1/ ��m Pe_nels Maid To��;h • Joints-Treated with glass fiber tape and latex m Ified Portland cement mortar or Sheet: DtK.1d - -M C Core 0 �. ANSI Al 36.1 type 1 organic adhesive ASSEMBLIES 11/2"= 1'-0" 05 A003 GENERAL NOTES: - 1. REFER TO PROPOSED PLAN FOR DIMENSIONS 2. SEPARATE ALL DEMO MATERIALS FOR RECYCLING 3. ANY ASBESTOS CONTAINING MATERIAL SHALL BE REMEDIATED BY A LICENSED AND DEQ CERTIFIED CONTRACTOR 4. IF LEAD PAINT IS PRESENT, FOLLOW EPA/DEQ GUIDELINES FOR PROPER HANDLING AND PROTECTIVE GEAR I 2404 N. FLINT AYE,#5 PORTLAND,ORE 97227 1 2 3 4 5 6 7 8 9 10 4PERM P: (503 662-7232 F:(503) 200-1036 16' ,6 1& ,s ,s ,a ,s CCB#195299 NO PROPOSED EXTERIOR WORK THIS PERMI O PROPOSED EXTERIOR WORK T A — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - FO • I I - 1 r-------I r � I OFFICE#6 OFFICE#5 OFFICE#4 OFFICE#3 �OFFI E�#2 OFFICE# 1 ' L_ J I III I O. SLAB -REMOVE DOORS DROP CEILING GRID TO DROP CEILING TO REMAIN DRDR- ING TO REMAIN DROP CEILIN� TO REMAIN DROP CEILING TO REMAIN DROP CEILING TO REMAIN REMAIN FOR (N)ACT III 1 M r----- , i 1 — REMOVE DOOR L______J / r______, AND $IDE ,I HT REMOVE WINDOW .O. FIN. FLOOR I FOR REUSE PREP � I RAGE \\ WALL FOR INFILL I MAIN ENTRY SECONDARY ENTRY ��\ L______J L______J I I I \ � II DEMO DROP CEILING \ - - - - - I DR P CEILING TO REMAIN r------r - ROOM J ' DEMO DROP C ILING (� L I r-------I r-------I r-- ---I DEMO W ------I r-------I r-------1 I i i RE i I -----J I I i -----J L------J L------J DRO G I D COPY ROOM H IL i L_ D04 -aP 4- 11 i i I I Z ---- -- - ------ — ------J L------ _ V _ DEMO WALL - -- - W 13 r-----r - - - - - - - - - - - - - - C_T - - - - I DEM WALL D PREP REMOVE DOOR I MAIN W �______� < _____ _____ _ I ______ I DEMO WALL PREP > r- r r- r r r I � r------� r------� FOR N DOOR ROOM I \ i ' ' ' ' 'I � ' ' � I ' - - - - - - - FOR (N) DOOR Q \ L______J L______J L______-1 i i i DROP CEILING I I � 4------J L______JI L______J —1- DEMO — I I I � - ---- - - - - -- - - - - -- - - - - - - - - - - - - - - - - - J fiDEMOROOM DROP CEILING a. W - - ---- - - - - - - - - - ------ - - - - - - -- r- -- - DEMO D > DEMO WALL CORRIDOR _ � , DROP CEILING TO REMAIN \ REMOVE DOOR REMOVE DOOR ______ (� Q = - - a- - -- - -- - - - _ -- - ('V N r------� r------�I r r------ I L-----J 4------J L------J I L------J -T I Q - - - - - -- - - -- � Z W CV L------J L______J L------- L______J , r___,___ ______ DEMO WALL AND PREP I I W I PRio--m T(E) r , I I DEMO WALL I p� R OM H I I ______ I mc C/ BINETS_ ' �___ __J ROOD-E FOR (N) DOOR rREMOVE DOOR 1 W Z D MO DROP CEILING r r r------� r______, U O AND SIDELIGHT I LIJ � i I i I i i REMAIN. ROOM C I V L_ J 1 1/4 WATE ROOM F r-------I r-------11 r------r r I ----- 4------J L______J I ------J I REPAIR/REPLACE AS DEMO DROP CEILING = I DEMO DROP CEILING � ROOM B U. I REQ. AT DEMO'D WALL \ DEMO DROP CEILING LL W V L------J L------J L-----J L------J LLj N DEMO WALL = O O — Ir 11 IL Al ROOM D Z I ------ 4-----� \ L------JI L------J II I — — — — — —_ — — 1 Q r------� r------� ----_-- r------� I I < \ - - - - - - - DROP [LING TO REMAIN \< I m Ln r< L------J L------J L------J L------J I \ Q ^ 11 < \< r-------1 r---- REMODETS(SOR7i I I \< \ F - J PREP WALL FOR INFILL r - -------I \\< r------� r------� L----- L- ------------ - - - ---- -- - - - -- - -� AIL-------i 4------J \\~----JI L------J DEMO WALL \ \ N OPEN OFFICE \ \\ _---_--- _ _ DEMO DROP CEILING \ \ - I r----- r , , 5�� � � \ \ - L------J r------� r 71 r----- r------� ------� r,--- -1 \ \ r ----- - C1 Brannon R to I I 1 I I \ I i i i ROOM G I �i7 ..obdel C� L------J L------J L----- J L------J { 'a I I 4------J L------JI \ \ L------J I I II I I I c°r \ < ul I I I I D—E A� O DROP CEILING \\ \\ REM6Vf�ABINETSAND r______, ?ort(. r�OR r------� r------� r----- r -I - -1 r , \ \_<_ REMAIN 1 I PROTECT E PREP FOR REUSE- - - N �4 554(t ���� - - - - -- --- =---\- -------- L------ _ - --J -J PANEL A �dFR D - L — —--Jt— - _ 1 —� _ Jam— —t)— - i E 200A 120/208 I\ I -�RRINETO - -- --- O IN. \I I i 1 I � SINK AND DW lV/H To 3PH BREAKER r I ---�---I I I PANEL 1 F---.- \ \\ BREAK R_O_O_M MEN'S RESTROOM BRLA r 1 r------, r----- 1 r-----_, ------1 r-----_, PANEL B r-----J—I \ \ DEMO LOOK TIL S Brannon Ritner Lobdell, Architecture i i i i l i t \ NO WO (E)200A 12d/208 \ �OP FILING T 503- 20-75 Po tend, Oregon L------J L------- I L---__ J I L------J 4-----_J L------- 3PH BREAK(-- I r1------� \��qAl ------g THIS AREA NO WORK I I 503-720-7501 Brannon®biobtlellcom DEMO WAIL. PANELI i - <\ THIS AREA Set Date: - -- TRENCH DRAIN I I - (n] Enl) 1 0 0 0 — — — — o --- -- --- --- - FOR NEW PERMIT SET: PANEL B1 - r----- r-------I ------� r------� PLUMBING JULY 22,20,5 m (E) 100A 120/208 \ i r - - - -J i L--- SEWER LINE STORAGE I \ REMOVE J I L______J L4______J L______JI Jr--- APPROX. 16" DEEP I 3PH BREAKER � I r y--� PANEL DEMO DRO CEILING � DOOR I I 1 I IN BREAKROOM NO WO RK r------ I r I I I I I I 11 THIS AREA I i i i III i DEMO L______J L______J I VVrLL � r -----, ------, r------, WOMEN'S RESTROOM REMOVE OVERH AD DOOR P I I PREP FOR NEWOOR I 9 L----- - L------J 4------J L------JI L-------I I HB SCOPE OF WORK NOTES: 1. ALL CARPET TO BE DEMO'ED. SEE FINISH SCHEDULE FOR REPLACEMENT. 2. ALL RUBBER COVE BASE TO BE REPLACED. MATCH EXISTING Job: 3. DOORS TO BE REMOVED ARE TO BE SALVAGED AND RELOCATED WHEN POSSIBLE 15-008 4. SEE DEMO PLAN (SPECIFIC ROOMS) FOR DROP CEILING DEMO NOTES 5. DEMO LIGHTING WHERE DROP CEILING IS TO BE DEMO'ED Drawing: 6. CAP ELECTRICAL AS REQUIRED IN WALLS THAT ARE DEMO'ED - - EXISTING CONDITIONS AND DEMO PLAN Sheet: 0' 2' 4' 8' _ EXISTING CONDITIONS AND DEMO PLAN 01 N Al mO 3N6'=1'-0• GENERAL NOTES: WE 1. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES 2. CONTRACTOR TO VERIFY ALL R.O. DIMENSIONS 3. CONTRACTOR TO VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION 4. ELECTRICAL, MECHANICAL AND PLUMBING WORK UNDER SEPARATE TRADE PERMIT PLAN NOTES ' 1. SEE A.02 FOR ROOM FINISH SCHEDULE 2. SEE A.02 FOR PLUMBING FIXTURE AND EQUIPMENT SCHEDULE 2404 N. FLINT AVE.,#5 3. SEE A.02 FOR DOOR AND WINDOW SCHEDULES PORTLAND,ORE 91221 4. SEE A.03 FOR WALL TYPES ASSEMBLIES 1 2 3 4 5 6 7 8 9 10 11 P: [503] 662-7232 F: (503] 200-1036 1B• 16 16 16' 16' 16' 16' 16' 16 16 CCB#195299 A - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - I I PLANT PATHOLOGY LAB MICROSCOPY LAB (E)OFFICE#5 (E)OFFICE#4 (E) OFFICE#3 (E)OFFICE#2 (E)OFFICE# 10. RM 122 I RM 123 I RM 124 I RM 125 RM 126 IRM 128 I RM 131 INFILL WALL I T.O. SLAB 262 SF 157 SF 157 SF I 157 SF 157 SF 307 SF 237 SF PATCH AND REPAIR (E) o'-0' 6' 6' .O. FIN. FLOOR I N - I W 1 n •RO 5'S 'RO 10 1ILL LU RECEPTION MAIN ENTRY �I w w I w I I _- RM : 100A I RM : 100 I SECONDARY ENTRY - - - - RM 121 Al IGN CORRIDOR-NON RATED 3'-3'RO RM 121A Z 3'-3'RO 1'S' 3'-3'RO I SHIPPING AND OFFICE STORAGE OFFICE#6 I I v I I I � W RM 127 - m 1 PACKING STORAGE I I AND COPIER ROOM p 24'-11• - - �- - - - - -RM 129 - RM - - - - - - 0 122 SF RM F CLST c o W ISS TABLE 30X96 SST BLE 30X96 SS TA LE I N WORK STAYIO 5 I 99 SF 15SF o - O I LOCKtR I I LOCKER Nj I IW1 W I - - L --- J - - J L - - - 0) � `°rn � 0 II loos 0 2 > WOM N'S MEN'S Xo Q CORRIDOR RIDOR- NO RATED I I 3of LOC RS LOCKERS " ~ c' ~ RM 121 B H- Q RM 11 RM 120 IW1 O _ IW7 _ -_ -_ Z 85 SF 85 SF_ _ TYp AT LOCKERS a w N Z - I I CONFERENCE ROOM I Q N 30X96 SS TABLE 316X96 SS TABLE o AND STORAGE � °�j�' m � � '4 I 0 � � RM 101 I Z LLI N N 6'CLR 6' N CLR 335F SF W Z (7) V+/ I N 1 �• INFILL WALL I ~ LLi Z SAMPLE PROCUREMENT/ TORAGE/ MICR BIOLOGY LAB#1 PATCH AND INTAKE# INTAKE# 1 Uj U O PROCESSING ROOM - - - - 1 1/4'WATER I 1 SF 100 SF I I )y = REPAIR(E) 103 RM 102 I Ur RM 118 I 1310 SF I W I MI OB LOGY LAB#2 O LJJ 518 SF 0 I RM 114 SHARED OFFICE OFFICE#7 WAITING IW7 I 1 C 30X9LSHELN ING -ELX96 SHELVING - - - - ' J:lr - 1158 310 SF 4X30 T - - RM 111 - - RM 105 Z ~ Q � - --2q5 SF ,75 Ste— - >> 24X96 SHELVING 24X96 HEL \ ASS THROUGH 2 m I 10'-6" 10' 6' I Q (n I 1178 �, O I {NDOw O I I I m LID Q I 3 \\ O Hail:) - INFILL WALL Q q LOGIN AND LABELING m F PATCH AND J RM 117 b REPAIR (E) 160 SF� Z l WA �TA7I[ON 0 Q w w w w I I - - - z SALVAGED CASE WORK I 3-3• -. ¢ ¢ ¢ ¢ WORK STA \ I O v '�� D ARC CD RO v2 CO) cn cn \ \ I 11 lid N I 10 STORAGE co y V) co \ I RM 110 Lsrannc�n It cn m O m 125 SF W 1-0 del n m m INSTRUMENT AND WET LAB I \\ `\ Ps P9 I m O7 °' °' c' I 6' CLR SALVAGED CASE WORK SERVER ROOM I 106 I I o -7'+/- RM 106 v 20' W 1950 SF \ 192 SF �20 5540 OR 3 m J m m WORK STAIIION IWj` \ I i ( ) DESK " ®F ® ��O WORK RECEIVING IW2 STAI[ION 10 \ I O RM 116 IHR m m m m BRLA 600 SF • I CO "� "' "� 11 r- `\ (E) BREAKROOM I I I I 3 `\ \ RM 1� RMFE) 107 S RESTROOM 116 I�I " � w w w w I I - \ \\�SF 178 SF n&ioba kcom itner Lobdeu,r rtani�teOregon Q Q Q Q \ \ I 503-720.7501 o am oo®btobdetcom co WORK sTAI[ION - _ LEGEND Set I Date: e 0 I I `\ PERMIT SET: U) CO) I — — — — — NEW FULL HEIGHT PARTITION WALL CID CO CD X X X X I JULY 22,2015 o (D M WORK STATION Ps PARTIAL HEIGHT PARTITION WALL SEWER LINE I - - APPROX. 16" DEEP I 0 EXISTING WALL 2'-6'CLIk IN BREAKROOM s — — � m � 1 HR RATED WALL IW3 Pi � 10 � RESTROOM AND 3 i i STOR. SHELV. SHELV.STOR. i i STS P� _J P3 RM 1W2 R RM 108 2HR RATED WALL E WOMEN'S RESTRO M - i WOIRK Sli I1(ION El El I ❑ ❑ WOIRK$TAIIION i I FD F6 IPIS 87 SF I 178 SF OI - 116B _ Job: 15-008 Drawing: PROPOSED PLAN Sheet: N A2 . 0 0' 2' 4' 8' - PROPOSED 6PLA6N O1 GENERAL NOTES: 1. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. ME NOTIFY ARCHITECT OF DISCREPANCIES 2. CONTRACTOR TO VERIFY ALL R.O. DIMENSIONS �� 3. CONTRACTOR TO VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION .wiles 1®IAI� 4. ELECTRICAL, MECHANICAL AND PLUMBING WORK UNDER SEPARATE TRADE PERMIT PLAN NOTES 1. 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