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Plans BU P2017 - 00044 ADVANTIS G REENWAY RECEIVED. 1 1 122 (EI-SW SCHOLLS FERRY ROAD TIGARD OREGON 97223 FEB21 2016 DESIGN STUDIO CIl'YG�TIGA'�� + architecture BUILDING DIVISION a 0 2505 se 11th Ave I ste 268 a 0 Q ' Portland , Dragon 97202 s u m d e s i g n s t u d i o . c o m i 503 715 5847 ph I fax - ", , 0. + %4. 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SITE/CODE PLAN ORIGINAL SCALE: 118"= 1'-0" �� PROJECT DESCRIPTION CODE PAN LEGEND VICINITY MAP - NO SCALE SHEET INDEX DEFERRED SUBMITTALS w-I_ •- ARCHITECTURAL SHEETS DEFERRED SUBMITTAL APPROVAL TENANT SPACE ON THE STREET LEVEL OF AN EXISTING BUILDING IN AN EXISTING STRIP - - - N EXIT EGRESS PATH t.0 A , '' �. THE PORTION OF THE PROJECT LISTED BELOW WILL BE CONSTRUCTED USING A MALL TO INCLUDE BUT NOT LIMITED TO NEW INTERIOR BUILD OUT,NEW MECHANICAL,NEW _ I Iki• I -` ' A0,01 COVER SHEET&CODE PLAN DESIGN/BUILD APPROACH,THE DRAWINGS INCLUDED IN THIS PACKAGE ARE PRELIMINARY ELECTRICAL, NEW PLUMBING, EXIT SIGN wl INTEGRATED DIRECTIONAL ARROW WHERE OCCURS AT ALL EXITS,EVERY - I (__._ . , �' A0.02 GENERAL NOTES&SYMBOLS TO PROVIDE A BASIS FOR BIDDING AND PLANNING.ACTUAL DRAWINGS FOR THE PORTIONS "T BENT CONRJC7S ARE DISCO/5,E0 aEIWEEN THE cs s+� "W f V i ._-:,!<----7741. • +. N AND SEALED CCCIAl'ITS PFEPPIED 9Y TFE AFCFRECTS ANGOR TFER ® ®� 100'IN CORRIDORS,AND IN SPACES WHERE 2 MODES OF EGRESS ARE REQUIRED PER ='� t„ A1.00 DEMO FLOOR PLAN LISTED ARE TO BE PROVIDED BY THE CONTRACTOR A5 DEFERRED SUBMITTAL" DRAWINGS, cONSLCA TSANDAMCOPfOFThE000.•,ENTSTr TRANSMITS) TENANT OCCUPANCY="B" SECTION 1011.(REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION) POCHE w•, I . 'o -sl '- A1.01 DEMO REFLECTED CEILING PLAN "DEFERRED SUBMITTAL°DRAWINGS REQUIRE APPROVAL OF BOTH ARCHITECT 1 ENGINEER ELECTRONICALLY CA OT ERWEE THE a,or4 L SGNED Aro SEALED COO-MINTS S-IALL GO/ERN. INDICATES"EXIT"TEXT SIDE OF SIGN. SIGNS SHOWN IN CORRIDORS ARE CEILING HUNG. ! `'°';� .,!�" A1.02 FLOOR PLAN AND THE AUTHORITY HAVING JURISDICTION PRIOR TO CONSTRUCTION. •!;..r-_._ . T1E 1Af OF 11-EEE FANS ND SPECIFrATKA S-wi BE PESTRC1tD TCTF€ SIGNS SHOWN ON WALL ARE WALL HUNG. . I:• / ^ • . Vi.' A1.03 REFLECTED CEILING PLAN owawL SDIE Fog w++o+TFEY WE3E PPE a R.6l1CATIC1a T1E3EOF s 1.0.1h. s ." 7:.i !' ,e E]a fS9.ru,fEp TO 91L1115E�3 CCUCITOR,FtfU JIT ON OR FIE-LEE 6r �- i �". / \Z A1.04 ENLARGED REFLECTED CEILING PLAN THE PROCEDURE FOR DEFERRED SUBMITTAL IS AS FOLLOWS, ANY METHOD,"W-OLE CR IN PART s Paaaen®TREE TO TFE PLAN Q E REQUIRED EXIT •�° '%:.. - ' Yc, z - - �' '''• A4.01 ENLARGED PLANS&ELEVATIONS RR&BREAKROOM 110" REMAIN"T�°` "�`WITHOUT ' ""x �'"` { ' A,; .* y, ONTAC1511HTDfsER i5& EcRca1DSSALCOSTRUEPROMFCE ��N- . • A4.02 INTERIOR ELEVATIONS 1•CONTRACTOR TO REVIEW AND PROVIDE SUBMITTAL STAMP OF APPROVAL. EVDe,CEOFTFEA NCE OFT'E3E`�IRCTIO S 1 .� - J CITY OF TIGARD i �, f�,� •• /rte A4.03 ENLARGED PLANS&ELEVATIONS-ITM MACHINES 4. E +• � %`;• A4.04 ENLARGED PLANS&ELEVATIONS-FEATURE WALL&KAWNEER DOOR 2.DEFERRED SUBMITTAL SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW. PROJECT NUMBER: 16058 ' - ?� _ A4.05 ENLARGED PLANS&ELEVATIONS GREET DESK&CASH STATION ARM. r COMPLIANCE PLUMBING FIXTURE REQUIREMENTS SEPARATE PERMITS , - _�� . PLOT DATE: 170213 • \ A5.01 INTERIOR DETAILS 3.F01 LOWING THE COMPLETION OF THE ARCHITECTS REVIEW THE CONTRACTOR SHALL A roved: - °' A5.02 CEILING DETAILS SUBMIT TO THE AUTHORITY HAVING JURISDICTION. Pp GIp ' -I a� I Cl .; ii ;axi p-i l:,.r!_', OTC: TEAM: HG,ESS,GCB,MBL ELECTRICAL SERVICE DESIGN • •• +�.-.. Ir.. tet. A5.03 CASEWORK DETAILS 1.694 SF OF BUSINESS GROUP B SPACE MECHANICAL SYSTEM DESIGN --- A6,01 DOOR SCHEDULE 4.WORK RELATED TO DEFERRED SUBMITTAL ITEMS SHALL NOT BE PERFORMED UNTIL THEPerrnit#: • �'� REVISION LOG. PLUMBING SERVICE DESIGN A7.01 FINISH FLOOR PLAN DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE AUTHORITY HAVING ' 1,894 SF/100 SF = 17 PEOPLE FIRE SUPPRESSION • - . _ r I I . JURISDICTION. Address: '2^' FIRE ALARM(WHERE APPLICABLE) THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING DEFERRED SUBMITTALS; Suite#: 1 UNISEX ACCESSIBLE RESTROOMS PROVIDED FOR EMPLOYEES ,, ".2 e 0 ELECTRICAL SERVICE DESIGN By: r Date: ( t r , 0MECHANICAL SYSTEM DESIGN • -.. ...............�___..--_- ._ EPLUMBING SERVICE DESIGN EFIRE SUPPRESSION CODE REVIEW CODE PLAN NOTES AREA MAP - NO SCALE PROJECT TEAM El FIRE ALARM(WHERE APPLICABLE) n n`� DESIGN-BUILD COORDINATION OFFICE COPY - BASED ON 2014 EDITION,IBC 1. SEE FLOOR PLANS AND GENERAL NOTES FOR ADDITIONAL INFORMATION, 2. CORRIDORS TO BE 44"WIDE IN ACCORDANCE WITH IBC iF OCCUPANT LOAD IS GREATER A fie TENANT: ADVANTIS CREDIT UNION 1.DESIGN BUILD SERVICES SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: THAN 49;36°OTHERWISE. 10501 SE MAIN STREET EELECTRICAL SERVICE DESIGN '',---....4 CONSTRUCTION TYPE: VB 3. DOORS PROVIDED ARE 36" a UKIE OR 97222 OMECHANICAL SYSTEM DESIGN NUMBER OF STORIES 1 MIN.WIDE WITH EGRESS COMPLIANT HARDWARE. th) MILWA NUMBER OF S YES 4. PROVIDE EMERGENCY EGRESS LIGHTING FOR THE EGRESS PATH IN ALL PUBLIC AND4\ PH/FX UPLUMBING SERVICE DESIGN TENANT SPACES.MINIMUM INTENSITY SHALL NOT BE LESS THAN 1 FOOTCANDLE AT �' CONTACT KRAIG ALBRIGHT LFIRE SUPPRESSION AREA OF TENANT IMPROVEMENT WORK: 1,694 SF FLOOR LEVEL ALONG THE ENTIRE LENGTH OF THE PATH.CONNECT TO BUILDING 0 FIRE ALARM(APPROVED FIRST BY GENERAL CONTRACTOR) EXISTING SUITE OCCUPANCY: B ELECTRICAL SYSTEM. . ARCHITECT: SUM DESIGN STUDIO+ARCHITECTURE 5. PROVIDE EXIT SIGNAGE.EXIT SIGNAGE SHALL BE CONNECTED TO BUILDING POWER °°= 2505 SE 11TH AVE.SUITE 268 2.FINAL DESIGN,ENGINEERING,AND SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT SHEET: PROPOSED OCCUPANCY: B SUPPLY WITH BATTERY BACKUP FOR MIN 1-1/2 HOUR DURATION. '= PORTLAND,OR 97202 FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING.SHOP DRAWINGS SHALL INCLUDE ALL COVER SHEET PROPOSED OCCUPANT LOAD: 17 6. PROVIDE CODE MINIMUM FIRE ALARM CONNECTIONS AS REQUIRED. PH/FX:503.715.5847 MATERIALS,CONFIGURATIONS,ATTACHMENTS,AND FINISHES. NUMBER OF EXITS. 1 , CONTACT:EMILY SMIETANA MAX COMMON PATH OF TRAVEL: <100 "F'`j' . - AND CODE RAN r CONTRACTOR R&H CONSTRUCTION • • f, • 1530 SW TAYLOR STREET Wit ,• PORTLAND,OREGON 97205 BLDG IS SMOKE DETECTED ..-.-1 PH:503.228.7177 THERE ARE NO IRRITATING SUBSTANCES IN USE. • . ... - • FX:503.224.3638 • • • CCB#38304 1 t R - • CONTACT:BERT MARTINEZ AO m 01 1 ` `` , • , ABBREVIATIONS GENERAL NOTES II THESE DRAWINGS DESCRIBE TENANT IMPROVEMENTS FOR ADVANTIS CREDIT UNION-SUNNYBROOK THIRD FLOOR EXPANSION. c CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DESIGN AND DOCUMENTATION (INCLUDING REQUIRED DESIGN DOCUMENTS & AND FLUOR. FLUORESCENT OBS. OBSCURE DESIGN STUDIO PROFESSIONALLY SEALED BY AN ENGINEER WHERE AND AS REQUIRED BY THE LOCAL JURISDICTION)AS MAY BE REQUIRED FOR THE AT F.S. FULL SIZE OFF. OFFICE 1.THE GENERAL CONTRACTOR SHALL BECOME FAMIUAR WITH THE EXISTING CONDITIONS OF THIS BUILDING PRIOR TO COMMENCEMENT OF FULL AND COMPLETE INSTALLATION OF HVAC, POWER, UGHTING AND SPRINKLER SYSTEMS,AS WELL AS APPLYING AND OBTAINING ALL + architecture ACT. ACOUSTIC FURN. FURNISH - ANY WORK. ANY VISIBLE CONFUCTS OR OTHER ELEMENTS WHICH MAY ADVERSELY IMPACT THE WORK OF THIS CONTRACT SHALL BE PERMITS,APPROVALS, INSPECTIONS AND CERTIFICATES REQUIRED FOR THE COMPLETION OF THE PROJECT FOR OCCUPANCY. PR. PAIRA.F.F.A.F.F. ABOVE FINISHED FLOOR FTG. FOOTING BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO CONSTRUCTION. P LAST PLASTER . ALUM. ALUMINUM F.O.LC. FINISHED BY OWNER, , ' d CONTRACTOR SHALL SUBMIT HVAC DESIGN DRAWINGS AND PRODUCT SUBMITTALS TO THE DESIGNER AND THE BUILDING FOR :50: se11th Ave I8 ;:::0, ialCCrg0T ; ' P L PLASTIC LAMINATE ARCH. ARCHITECT(URAL) INSTALLED BY CONTRACTOR - P.L.• 2. THESE DRAWINGS HAVE BEEN ASSEMBLED FOR USE AT THEIR CURRENT SIZE. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR REVIEW AND APPROVAL, INCLUDING CLEAR INDICATIONS OF ZONES, LOCATIONS OF SUPPLY AND RETURN DIFFUSERS AND THERMOSTAT sumdeaIgnstudIa .com 503 715 5847 ph I fax PLBG. PLUMBING WORK NOT CONFORMING TO THESE DOCUMENTS DUE TO REDUCED DRAWINGS BEING USED FOR ESTIMATING OR CONSTRUCTION LOCATIONS. CONTRACTOR SHALL PROVIDE HVAC BALANCING REPORT IN TRIPLICATE TO THE ARCHITECT AND THE BUILDING UPON AVG. AVERAGE F.A. FIRE ALARM PLYWD. PLYWOOD PURPOSES. COMPLETION OF THE INSTALLATION AND BALANCING. L ANGLE F.B. FLAT BAR > OR PL PLATE APPROX. APPROXIMATE F.D. FLOOR DRAIN 3 UNLESS OTHERWISE NOTED, DIMENSIONS, PLACEMENTS AND ALIGNMENTS SHOWN ARE ALL CRITICAL FOR THE INSTALLATION OF e FIRE SUPPRESSION SYSTEM: CONTRACTOR SHALL MODIFY EXISTING FIRE SUPPRESSION SYSTEM CONSISTENT WITH P T PRESERVATIVE TREATED ' ADJ. ADJUSTABLE F.E. FIRE EXTINGUISHER P.T.* FURNITURE AND EQUIPMENT AS WELL AS FOR THE USE OF THE SPACE BY OCCUPANTS. ACTUAL INSTALLED AND FINISHED DIMENSIONS MAY REQUIREMENTS OF CODE, NEW USE, NFPA,AND OWNER'S INSURANCE UNDERWRITER. SUBMIT SHOP DRAWINGS FOR APPROVAL OF PART. BD. PARTICLE BOARD AGGR. AGGREGATE F.F.E. FINISHED FLOOR ELEVATION VARY UPWARD BY 114"BUT MAY NOT VARY DOWNWARD. WHERE +/-IS INDICATED VARIATION OF UP TO 3ll SHALL BE ALLOWABLE. BUILDING'S ENGINEER. 419 / t-e) AT GWB CEILING: FULLY RECESSED FLUSH MTD TYPE WITH WHITE COVER PLATES 41 0R ..° L., ASB. ASBESTOS F.H.C. FIRE HOSE CABINET PTN. PARTITION ALIGNMENTS OF NEW AND EXST CONDITIONS SHALL BE FINISHED TO A SMOOTH AND MONOLITHIC APPEARANCE(GAP SHALL BE gr,.4 . ,..... f=4 ii ASPH. ASPHALT FLASH'G. FLASHING QTY. QUANTITY OVERLAPPED TO AN INSIDE OR OUTSIDE CORNER WHERE PRACTICABLE TO AVOID CRACKING). f SPRINKLER HEAD TYPES: - G0 F.O.C. FACE OF CONCRETE Q T QUARRY TILE Ac,s7" BM. BEAM 4. THE CONTRACTOR SHALL LAYOUT ALL OF THE WORK PRIOR TO PROCEEDING. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL AT SUSP ACOUSTIC TILE CEILING: CENTERING NOT REQUIRED, MAINTAIN MIN 6"FR GRID. V'• RAD. RADIUS DISCREPANCIES WITH THE LAYOUT. SUCH INSPECTION SHALL NOT REUEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO CONFORM TO BD. BOARD F.O.F.• ' " FACE OF FINISH F.S. FULL SIZE REF. REFERENCE THE INTENT OF THE CONTRACT DOCUMENTS. g CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE AS-BUILT DOCUMENTS AT THE COMPLETION OF THE PROJECT AND BLDG. BUILDING FURR. FURRING REINF. REINFORCE SHALL SUBMIT REPRODUCIBLE COPIES TO THE LANDLORD FOR THEIR RECORDS. BLT-IN BUILT-1N FUT. FUTURE RESIL RESILIENT 5. PREPARATION OF THE EXISTING SPACE SHALL INCLUDE THE REMOVAL OF ALL ITEMS EXTRANEOUS TO THE NEW USE. EXISTING BITUM. BITUMINOUS SURFACES TO BE RETAINED SHALL BE REPAIRED TO SMOOTH AND MONOLITHIC APPEARANCE, READY TO RECEIVE NEW FINISHES. REMOVALS END OF GENERAL NOTES. , -• REQ'D REQUIRED BLK. BLOCK GALV. GALVANIZED - SHALL INCLUDE(BUT NOT BY WAY OF LIMITATION): ALL EXISTING RECEPTACLES, (POWER/TELEPHONE/DATA AND RELATED WIRE AND CABLE), REV. REVISION BLKG. BLOCKING GA. GAUGE BOXES,CONDUIT,WALKER DUCT AND RELATED MISC FIXTURES, CONNECTORS AND ACCESSORIES WHICH WILL NOT BE REQD FOR THE R. RISER CONSTRUCTION OF THE NEW SPACE. ALL OPENINGS AND DAMAGE SHALL BE REPAIRED TO PROVIDE LIKE NEW APPEARANCE. SEAL SLAB BOT. BOTTOM GEN'L GENERAL RJ REVEAL JOINT PENETRATIONS ABOVE AND BELOW AND FIRE WALL PENETRATIONS TO MAINTAIN FIRE AND ACOUSTIC INTEGRITY. BRK. BRICK GL GLASS RM. ROOM GYP.BD. GYPSUM BOARD C.J. CONTROL JOINT R.O. ROUGH OPENING 6. ALL WORK SHALL CONFORM WITH APPLICABLE CODES, RULES, ORDINANCES AND AUTHORITIES HAVING JURISDICTION OVER THIS G.W.X. GYPSUM BOARD(TYPE X) PROJECT AND CONFORM TO ALL PERTINENT SECTIONS OF THE AMERICANS WITH DISABILITIES ACT(ADA). CAB. CABINET R D ROOF DRAIN GL. BM. GLULAM BEAM • • CLG. CEILING - REDWD. REDWOOD GND. GROUND 7. TELEPHONE AND COMPUTER WIRING: REFER TO RESPONSIBILITIES LEGEND REGARDING INSTALLATION OF TELEPHONE AND COMPUTER C.L.or < CENTER UNE REFR. REFRIGERATOR GR. GRADE WIRING.SEE ELEC/TEL/DATA PLAN FOR SCOPE OF WORK REGARDING JUNCTION BOXES, PULL STRINGS AND BOX ELIMINATORS FOR THIS CER. CERAMIC RGTR. REGISTER PROJECT.WHERE TELEPHONE/DATA CABLING IS NOT INCLUDED IN THIS CONTRACT AND WILL BE PROVIDED BY OTHERS (TENANTS SEPARATE CLR. CLEAR H.B. HOSE BIBB SUB-CONTRACTOR)THE CONTRACTOR SHALL NOTIFY THE TENANT NO LESS THAN TEN (10) DAYS PRIOR TO THE DATE REQUIRED FOR THE SCH. SCHEDULE C.W. COLD WATER HDCP. HANDICAPPED INSTALLATION OF TELEPHONE/DATA CABLE. SECT. SECTION • COL COLUMN HDWR. HARDWARE SHT. SHEET 8. ALL SURFACES AND MATERIALS NEW AND EXISTING SHALL BE THOROUGHLY PREPARED SMOOTH,CLEAN, LEVEL AND EVEN. BY CONC. CONCRETE HDWD, HARDWOOD . SIM' SIMILAR COMMENCING FINISH INSTALLATION THE FINISH CONTRACTOR SIGNIFIES ITS ACCEPTANCE OF THE SUBSTRATE AND THEREBY ASSUMES C.M.U. CONC. MASONRY UNIT HGT. HEIGHT " --1-.. CONST. CONSTRUCTION H.C. HOLLOW CORE S.C. SOLID CORE RESPONSIBILITY FOR THE QUALITY OF THE INSTALLATION. . Q CONT. CONTINUOUS HORIZ. HORIZONTAL SPEC(S). SPECIFICATION(S) 9. NOT USED 0 SQ.or ' SQUARE = cc RI • CONTR. CONTRACTOR H.W. HOT WATER LU S.S. TAINLESS STEEL 10. SPECIFICATIONS OF MATERIAL AND EQUIPMENT BY THE USE OF NAME, MODEL NUMBER,AND/OR GENERAL DESCRIPTION SHALL BE USED C.T. CERAMIC TILE H.M. HOLLOW METAL " WI EL5 2 STD. STANDARD AS A GUIDE ONLY AND SHALL NOT EXCLUDE ALL OF THE REQUIRED& APPROPRIATE ACCESSORIES NECESSARY FOR A COMPLETE C.B. CATCH BASIN HDBD. HARDBOARD Cl: cit • STL. STEEL INSTALLATION.THE CONTRACTOR SHALL NOTIFY THE DESIGNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. • CEM. CEMENT H.R. HANDRAIL .D =I 2 SUSP. SUSPENDED a cc C.I. CAST IRON HGR. HANGER 11. COORDINATE INSTALLATIONS WITH EQUIPMENT DIMENSIONS, INCLUDING EQUIPMENT TO BE INSTALLED BY THE TENANT. , 0 SYS. SYSTEM Ci) CLO. CLOSET INCH(ES) S.V. SHEET VINYL 1-_-_.= cr) ia IN.or11 . CNTR. COUNTER 12. ALL WORK SHALL CONFORM TO STANDARDS OF THE INDUSTRY FOR FIRST QUALITY WORKMANSHIP AND MATERIALS AND SHALL STRICTLY < INSUL. INSULATION S. SOUTH = I° CONN. CONNECTION CONFORM TO MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. INT. INTERIOR SHR. ' SHOWER < I= CORR. CORRIDOR > I.D. INSIDE DIAMETER SHTG. SHEATHING 13. MATERIALS ARE SPECIFIED BY NAME, MODEL NUMBER AND DESCRIPTION WHERE PRACTICABLE IN ORDER TO AVOID INACCURACIES. THE CTR. CENTER C) STA. STATION CONTRACTOR SHALL REVIEW ALL SPECIFICATIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN THESE DOCUMENTS PRIOR TO CTSK. COUNTERSUNK JT. JOINT PROCEEDING WITH THE WORK. < -STOR' STORAGE • JAN. JANITOR DEMO. DEMOLITION SYM. SYMMETRICAL 14. FLOOR MATERIAL CHANGES SHALL OCCUR AT THE CENTERLINE OF DOORS EXCEPT WHERE NOTED. SEE THRESHOLD DETAILS FOR DET. DETAIL KIT. KITCHEN SPECIAL CONDITIONS(IF AN DIA.or - DIAMETER TEL. TELEPHONE Y). LAV. LAVATORY TEMP. TEMPERATURE DIM. DIMENSION 15. BLOCKING AND GROUNDS AT AREAS WHICH HAVE MILLWORK,SHELVING,AND TENANT FURNISHED FURNITURE WALL CABINETS ' LTG. LIGHTING T&G TONGUE AND GROOVE DR. DOOR INDICATED ON THE DRAWINGS SHALL BE INCLUDED WITH THE WORK. ALL WOOD BLOCKING SHALL BE FIRE TREATED. WALL TYPE LEGEND LIN. LINEAR T. TREAD DN. DOWN DWG. DRAWING LB.or# POUND TYP. TYPICAL 16. THE CONTRACTOR SHALL, PRIOR TO COMMENCING WORK ON THE PROJECT, COMPLETE A THOROUGH SURVEY OF THE GLASS, ASSEMBLY DETAIL# (SEE SHEET A5.05) WALL TYPE NOTES IN THE EVENT OWLETS AFE DECOVIEFETD BE'PNEEN THE OFIGE441.MED PAD SEALED DOCUMENTS FREPAFIED SY 1HE AFMHITTECTS MOOR THEIR LAB. LABORATORY T.O. TOP OF GLAZING AND WINDOW FILM (IF ANY)AT THE EXISTING PERIMETER WINDOWS AND REPORT TO THE LANDLORD AND ARCHITECT ANY CONSULTANTS,AND MY CCFYCF ThE DOCUMBVIS TRANSMITTED ETV FAM,FM(. D.F. DRINKING FOUNTAIN ACOUSTICAL TREATMENT HECTROFICALLY OR OTHERIASE THE CFICANAL SIGNED AFO SEALED DOCUMENTS SHALL GOVERN. LAM. LAMINATE T.C. TOP OF CURB DAMAGED PRE-EXISTING CONDITIONS. REPAIRS OF ANY DAMAGES WHICH ARE NOT REPORTED PRIOR TO COMMENCING CONSTRUCTION DBL. DOUBLE 1.ASSEMBLIES FOR FIRE RATED&ACOUSTIC WALLS AND COLUMNS SHOULD 7TE USE OF THESE PLANS AND SPECIRCATICte SHNI BE FIESIFICIED TO THE OFIGINAL SITE FCR micx*EY WERE WE)a PUMJCATION THEFECF 113 DEPT. DEPARTMENT MFR. MANUFACTURE TER. TERRAllO SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. , B 1 8S EXTEND FROM STRUCTURAL FLOOR TO UNDERSIDE OF ROOF ABOVE, ISPRESSLY METED TO SUCH USE REPROOUCTION.PUSUCATION OR REUSE EST SPECIFICATIONS FISANN IN THE ARCHITECT WTI-OUT FREJLOICE % S THK. THICK UNLESS NOTED OTHERWISE.ALL OPENINGS AND JOISTS SHALL BE CCHTACTAMTHTHESE KARS ASPECIRCARONS SHALICCNSITTLRE PRMAFACE EACECE OFEEACCEPTANCEOF THESE TESIRCTICHS DWR. DRAWER M.O. MASONRY OPENING 17. EXISTING DOORS,FRAMES, BASE AND TRIM WHICH IS SCHEDULED TO REMAIN SHALL UNLESS OTHERWISE NOTED BE PAINTED TO TOIL TOILET PROTECTED AS REQUIRED BY CODE. D.S. DOWNSPOUT MAIL MATERIAL ' MATCH NEW DOORS, FRAMES AND TRIM. REMOVE LOOSE OR DAMAGED PAINT AND THOROUGHLY PREPARE SURFACES TO RECEIVE NEW HEAD DETAIL# (SEE SHEET A5.05) PROJECT NUMBER: 16058 D.S.P. DRY STANDPIPE MIL METAL _ T.P. TOP OF PAVEMENT FINISHES AND AS-NEW APPEARANCE. BASE MATERIAL 2. MAINTAIN FIRE RESISTANT RATING FOR ALL CONSTRUCTION INDICATED AT PLOT DATE: 170213 T.V. TELEVISION MAX. MAXIMUM BASE MATERIAL SIZE THROUGH-WALL PENETRATIONS. TEAM: HG,ESS,GCB,MBL EA. EACH T.W. TOP OF WALL 18. RETAINED BASE BUILDING ITEMS SUCH AS CONVECTOR COVERS,SHALL BE PREPARED FOR REPAINTING AND SHALL BE REPAINTED MECH. MECHANICALA= 3 5/8"METAL STUD REVISION LOG: ELEC. ELECTRIC • WITH MOHAIR ROLLER IN COLOR MATCHING WALLS(UNLESS OTHERWISE NOTED). EXISTG WINDOW MULLIONS SHALL BE TOUCHED-UP AT MIN. MINIMUM UNF. UNFINISHED ALL SCRATCHES,GOUGES, DINGS AND BLEMISHES, RETURNING THEM TO LIKE-NEW APPEARANCE. OTHER RETAINED ITEMS (SUITE B= 6"METAL STUD 3. PROVIDE ALL NECESSARY ANCHORAGE BLOCKING, BACKING,AND E.W.C. ELEC.WATER COOLERC = FURRING STRIP FRAMING FOR HANDRAILS,CASEWORK,SHELVING, MIRRORS,WALL MISC. MISCELLANEOUS UR. URINAL ENTRANCES, ETC..)WHERE INDICATED SHALL BE TOUCHED UP OR REFINISHED AS REQD TO DELIVER THEM IN UKE NEW CONDITION. EQ. EQUAL D = 2 1/2'METAL STUD MOUNTED EQUIPMENT AND ALL OTHER ITEMS AS REQUIRED FOR COMPLETE MULL MULLION U.N.O. UNLESS NOTED OTHERWISE EQUIP. EQUIPMENT E = EXISTING/MATCH EXISTING WOOD STUD INSTALLATION. MEMB. MEMBRANE • 19. DESIGN/BUILD-FIRE WARNING SYSTEM X= SEE DETAIL (E)OR EXIST. EXISTING CONTRACTOR SHALL MAINTAIN THE EXISTING FIRE WARNING AND DETECTION SYSTEMS(INCLUDING HORNS,STROBES, PULL STATIONS MH. MANHOLE , V.P. VENEER PLASTER 4. FRAME AND FINISH OPENINGS FOR MECHANICAL AND ELECTRICAL EXT. EXTERIOR AND THE LIKE) IN OPERATIONAL ORDER (INCLUDING DURING CONSTRUCTION WHERE AND AS REQD BY THE BUILDING).WHERE NEW MTD MOUNTED • V.T.R. VENT THRU ROOF• ACOUSTICAL TREATMENT • SYSTEMS AS REQUIRED BY MECHANICAL/ELECTRICAL DOCUMENTS. ELEV. ELEVATION • WORK REQUIRES THE RELOCATION OF EXISTING UNITS AND/OR THE ADDITION OF NEW UNITS THE CONTRACTOR SHALL COMPLY WITH VERT. VERTICAL INSTRUCTIONS OF THE LANDLORD/BUILDING ENGINEER AND THE REQUIREMENTS OF GOVERNING AUTHORITIES. S =ACOUSTICAL BLANKET&SEALANT EAST • NAT. • NATURAL V.C.T. VINYL COMPOSITION TILE N = NO ACOUSTICAL TREATMENT • EMER. EMERGENCY NOM. NOMINAL VEST. VESTIBULE • ENCL. ENCLOSURE N.I.C. NOT IN CONTRACT 20. DESIGN/BUILD-MECHANICAL/ELECTRICAL/PLUMBING/SPRINKLER • SYMBOLS LEGEND E.P. ELECTRICAL PANELBOARD N.T.S. NOT TO SCALE • WCT. WAINSCOT a DESIGN/BUILD SERVICES SHALL BE REQUIRED OF THE CONTRACTOR FOR THE MECHANICAL, ELECTRICAL, PLUMBING,AND • NO.or# NUMBER W.C. WATER CLOSET SPRINKLER PORTIONS OF THE WORK. ALL SYSTEMS NEW AND EXISTING SHALL BE DESIGNED, MODIFIED, PROVIDED AND/OR INSTALLED el> ASSUMED NORTH ARROW Antik RETAIL REF.# SHE ET:GENERAL NOTES & FDN. FOUNDATION DETAIL N. NORTH WP. WATERPROOF AS REQUIRED BY THE NEW LAYOUT.CONTRACTOR SHALL SUBMIT DESIGN DRAWINGS AND PRODUCT SUBMITTALS FOR ALL DESIGN/BUILD mar, F.E.C. FIRE EXTINGUISHER CAB. SYSTEMS TO THE DESIGNER AND THE BUILDING FOR REVIEW AND APPROVAL. Nose• —DRAWING NUMBER SYMBOLS WT. WEIGHT XXX • • FAB. FABRICATE O.C. ON CENTER W. WIDTH/WEST ( XXX ) ROOM NAME/NUMBER • 1 --"----VIEW FT.or' FOOT or FEET OPG. OPENING W/O WITHOUT b CONFORM TO APPLICABLE CODES,ORDINANCES, SPECIFIC BUILDING STANDARDS AND INDUSTRY STANDARDS FOR FIRST CLASS DETAIL NAME Amio,4h- DETAIL REF.# FIN. FINISH OPP. OPPOSITE • WD. WOOD INSTALLATIONS OF ALL SYSTEMS. COMPLY WITH BUILDING AND LEASE SPECIFIC REQUIREMENTS FOR EMERGENCY LIGHTING, ELECTRICAL SERVICE AND SUB-METERING (CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ADEQUACY OF SERVICE 0 SCALE INDICATION • _ 7 — = ------'— - ' — - --- 4141° DRAWING NUMBER FP. FIREPROOF - - 0.D. OUTSIDE DIAMETER WI WROUGHT IRON AND PANEL SPACE). CONTRACTOR SHALL FIELD VERIFY AND CONFIRM WITH THE BUILDING PRIOR TO SUBMITTING THEIR BID FOR THE ------- ---- FLR. FLOOR 0 NOTE , — W.R. WATER RESISTANT WORK -- — .. --4 a -- ',. 4 worrialLia 2 ELEVATION(S) D ESIGN STUDIO + architecture 2505 se 11th Ave I ste 268 portland. oregon 97202 sumdesignstudlo .com 503 715 5847 ph I fax 1 2 3 4 5 6 5.1 7 cj j� :449 v":0) / I I I ! I E iis Clot ,,,, --,..... , © P. IYP. 4 •r . 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SOPEO AND SENA) - - - - TIE USE CF THESE SANS NO SPEOACATIONS SHALL BE RESTRO1EO TO SE - • STE FOR MOH THEY WERE SEWED&PUSNCATION 1T616OF S . - - - - - - EJ#FESSLYLMTE)T05UCH USE.FFPRODUCTION PUELOMON OR Pa:UMEN - NW 167400,N MIME OR 14 PART.6 PROW TED.TRUE 10 TIE NNS& . - SPECIFIZO NS FELON N TIE ARC711ECT YATHOUR PREJUDGE. MIN. 01. DEMO FLOOR PLAN N OOENCEOILHTHECCEPTA CEOF i1CA71CN RICTIL0CMSTRURE PRINFAC6 - EVl(lET10ECF,1fIOC8TANICEOF,HESE RcSIRL"LIONS, ORIGINAL SCALE:1/4"=1'-0" Mr PROJECT NUMBER: 16058 PLOT DATE: 170213 KEY NOTES SHEET KEY DEMO FLOOR PLAN NOTES TEAM: HG,ESS,GCB,MBL REVISION LOG: 0 DEMO FLOOR OUTLETS THROUGHOUT&PATCH EXISTING FLOOR c = =DEMO WALL 1.PATCH/REPAIR EXISTING CONSTRUCTION IN AREAS OF DEMO&NEW WORK AS REQUIRED. FINISH R• EMOVE EXISTING H2O HOOKUP&CAP IN WALL FOR FUTURE USE 1 1 EXISTING WALL TO REMAIN TO MATCH EXISTING ADJACENT,U.N.O. D• EMO BATHROOM FIXTURES.TOILET LOCATION TO REMAIN. r ms s,EXISTING EXTERIOR WALL OR STRUCTURE TO REMAIN 2.ALL DEMO DEBRIS SHALL BE REMOVED FROM THE SITE&DISPOSED OF IN ACCORDANCE WITH LOCAL,REGIONAL,AND STATE REGULATIONS. WALL OUTLET-LEAVE IF RELEVANT TO NEW ROOM LOCATIONS-VRY WITH ARCHITECT E EXISTING 3.CONTRACTOR TO VERIFY UTILITY LOCATION PRIOR TO START OF WORK. DO NOT DISRUPT EXISTING DEMO ALL OTHERS. UTILITIES TO REMAIN. IN THE EVENT EXISTING UTILITIES ARE DISRUPTED OR DAMAGED,THE Q ELECTRICAL PANEL LOCATION TO REMAIN - NEW DOOR/DOOR SYMBOL-SEE SHEET A7.01 FOR TYPES CONTRACTOR WILL REPAIR/REPLACE THOSE UTILITIES AT CONTRACTOR'S EXPENSE. 4.CONTRACTOR TO PROVIDE SHORING,BRACING,SUPPORTS,AND PROTECTION AS REQUIRED TO 0 FLOOR DRAIN TO REMAIN _ MAINTAIN STRUCTURAL INTEGRITY OF THE PROJECT AND PROTECT EXISTING WORK FROM DAMAGE IN THE EVENT EXISTING WORK IS DISRUPTED OR DAMAGED,THE CONTRACTOR WILL REPAIR/REPLACE (7 REMOVE EXISTING H2O HEATER i DEMO DOOR SUCH WORK AT THE CONTRACTOR'S EXPENSE 5.PREP ALL WALL SURFACES FOR NEW PAINT AND LEVEL OF FINISH TO JOIN WITH NEW INTERIOR WALLS. REMOVE WALL CLADDING WHERE NECESSARY TO FACILITATE SEAMLESS TRANSITION WITH NEW WALLS. SHEET: DEMO FLOOR PLAN • =• A l l ' DESIGN STUDIO + architecture • • 2505 se 11th Ave I ste 268 portland. oregon 97202 sumdesignstudio.com 503 715 5847 ph 1 fax 1 2 3 4 5 6 • • . ,,. 0 1 I I • I .y_. _r_. . .. . , 1 I... I ;{ �:1:* , • / . 1q6:. 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ORIGINAL SCALE:1/4*=11-0' 1111 III PROJECT NUMBER: 16058 PLOT DATE: 170213 KEYNOTES SHEET KEY SALVAGE NOTES CEILING PLAN DEMO NOTES TEAM: HG,ESS,GCB,MBL REVISION LOG: 0DEMO EXISTING ACT GRID CEILING THROUGHOUT TENANT SPACE, = = =DEMO WALL 1.PATCH/REPAIR EXISTING CONSTRUCTION IN AREAS OF DEMOLITION AND NEW WORK AS REQUIRED. FINISH TO MATCH 1.REMOVE EXISTING EXIT SIGNS TO BE REPLACED DURING REMODEL SEE CODE PLAN. TYP. DEMO EXISTING LIGHT FIXTURES ATTACHED.• 1 i EXISTING WALL TO REMAIN EXISTING ADJACENT,UNLESS NOTED OTHERWISE. 2.ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE 2. CONTRACTOR SHALL SUBMIT HVAC DESIGN DRAWINGS AND PRODUCT SUBMITTALS TO THE ries*v vv4 EXISTING EXTERIOR WALL OR STRUCTURE TO REMAIN DESIGNER FOR REVIEW AND APPROVAL INCLUDING CLEAR INDICATIONS OF ZONES,LOCATIONS OF AND DISPOSED OF IN ACCORDANCE WITH LOCAL,REGIONAL, SUPPLY AND RETURN DIFFUSERS,AND THERMOSTAT LOCATIONS. SEE GENERAL NOTES. E EXISTING . AND STATE REGULATIONS. 3.CONTRACTOR TO VERIFY UTILITY LOCATION PRIOR TO START 3. REMOVE ANY LIGHTS AND FIXTURES ASSOCIATED WITH CEILINGS IN DEMO AREAS. •• OF WORK. DO NOT DISRUPT EXISTING UTILITIES TO REMAIN. IN THE EVENT EXISTING UTILITIES ARE DISRUPTED OR DAMAGED, EXISTING TO BE REMOVED ” THE CONTRACTOR WILL REPAIR/REPLACE THOSE UTILITIES AT CONTRACTOR'S EXPENSE. 4.CONTRACTOR TO PROVIDE SHORING,BRACING,SUPPORTS, .'„••••,,,,".,.4.,"::::„;i: GYPSUM CEILING AND PROTECTION AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF THE PROJECT AND PROTECT EXISTING WORK FROM DAMAGE IN THE EVENT EXISTING WORK IS DISRUPTED OR ACT CEILING DAMAGED,THE CONTRACTOR WILL REPAIR/REPLACE SUCH SHEET: WORK AT THE CONTRACTOR'S EXPENSE. • 111111 . DEMO CEILING PLAN • • -_ _- - • —_ . . 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SIGNED AAD SEAM OCCUPANTS SFW.A.E CMFFN TFE LIGE OF TI-ESE PLANS AND SPECFICARONS SFALL BE FESTACTEO TO TFE L GNAL SITE FOR W BCH THEY r>FATE PFEPA ED&REEKADON THEREOF S C6FES5Lr LMP®TO 9.CH ISE..HUF COOL RCN.R/BIICAT CN OR FE4 SE BY ANY NETHOO,N WHOLE OR N PART,IS 4F,OFIISTED.TIRE TO TFE RING F SPECF ATEI'S PIAM+1 N TFE ASO-ATECT NTTMOOT PYNJXILE VISUAL c . FLOOR PLAN N CDNr CTLMTH T}�£PUPAS&SPEdRCATIONS SHALL CONSUME PRIMA FACE EMOBJCE CF TFf ACCEPTANCE OF THESE TiESiPoC110h1S ORIGINAL SCALE: 114"= 1'-0" Mr) PROJECT NUMBER: 16058 PLOT DATE: 170213 KEY NOTES FLOOR PLAN NOTES SHEET KEY PLUMBING FIXTURE REVIEW TEAM: HG,ESS,GCB,MBL REVISION LOG: O 24-7 ITT:NCR 91 -HEAD ON.MACHINE TO BE BUILT INTO CASEWORK.SEE A4.03. 14 CONTRACTOR TO PROVIDE BLOCKING IN WALL FOR WALL MOUNTED LCD MONITOR.SEE ELEVATIONS& COORDINATE WITH UNCOMMON CABINETRY. VERIFY LOCATION AND SIZE WITH TENANT, 1.ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF ANY KEY OR ANY IMOSIO ws NEW TENANT WALL-TO STRUCTURE ABOVE 17 "B"OCCUPANCY PERSONS Q KAWNEER 1010 SLIDING MALL FRONT DOOR POCKET.SEE A4.04&SPEC FOR FEATURE WALL SEE A4.04 AND ELEVATIONS.COORDINATE WITH UNCOMMON CABINETRY. SPECIAL KNOWLEDGE OR EFFORT. DETAIL 7&8/A5.01 CALCULATIONS FOR PLUMBING FIXTURES, 1 PER 25 PERSONS. 15 DETAILS. m TEMPERED GLASS PARTITION FIN-SEE 7/A5.03. 2.CONTRACTOR TO PROVIDE SHOP DRAWINGS TO DESIGNER PRIOR TO MANUFACTURE OF ANY =NEW TENANT WALL-TO 6"ABOVE CEILING 1 ADA UNISEX RESTROOM PROVIDED - 0 INSTANT ISSUE CASEWORK.COORDINATE WITH UNCOMMON CABINETRY PARALLEL TECH BAR.SEE A4 04. CABINETRY MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED DETAIL 5&61A5.01 O CASH STATION CASEWORK.SEE A4,05.COORDINATE WITH UNCOMMON CABINETRY. WORK. O NEW HOT WATER HEATER TO SIT ON CEILING LID. ve•Novvve' EXISTING EXTERIOR WALL OR STRUCTURE TO REMAIN © GREET STATION CASEWORK.SEE A4.05.COORDINATE WITH UNCOMMON CABINETRY. O NEW MOP SINK 3.DIMENSIONS ARE TO FACE OF WALL,U N 0. co PRINTER STATION.COORDINATE WITH UNCOMMON CABINETRY.EQUIPMENT BY20 RECESSED FIRE EXTINGUISHER CABINET.VERIFY LOCATION WITH THE LOCAL FIRE MARSHAL'S OFFICE. -AREA PART OF TENANT WORK TENANT. 4.IF REQUIRED,ANY ADDITIONAL STRUCTURAL ENGINEERING WILL BE PROVIDED BY A LICENSED 7 EXISTING ELECTRICAL PANEL TO REMAIN PAINT EXTERIOR TO MATCH WALL COLOR.WALL MOUNTED COAT RACK �8 21 KITCHEN APPLIANCES PURCHASED BY TENANT,INSTALLED BY CONTRACTOR. STRUCTURAL ENGINEER. E EXISTING PROVIDE 36"X 30"CLEARANCE CENTERED ON PANEL. > NEW DOOR/DOOR SYMBOL-SEE SHEET A6.01 FOR TYPES ® NEW FULL SIZE FRIDGE WITH ADA ACCESSIBLE FREEZER. PURCHASED BY TENANT, INSTALLED BY CONTRACTOR. COORDINATE ALL CASEWORK WITH UNCOMMON CABINETRY. 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REFLECTED CEILING PLAN N CONTACT Aim TFE5E BANS 35PPCACATIO NS RI-ALL ONSTITUTE PRIMA FACE EVIDENCE OF TFEAO�YTANCE OF THESE FES1R(-flOhlS 1 FIXTURE MANUFACTURER PRODUCT SPECIFICATION & NOTES LAMP TYPE FINISH NOTES ORIGINAL SCALE:114"= 1`-0" � PROJECT NUMBER, 16058 Fl* FOCAL POINT EQUATION 2X2 #FEQ2-22-MG-3500L-35K-1C-UNV-LD1-G-WH LED/3500K WHITE PLOT DATE: 170213 KEY NOTES CEILING PLAN NOTES SHEET KEY F2 PORTFOLIO LD4 #LD4B15D010-EU4B10208035-4LBW1 H-HB26 LED/3500K HAZE TEAM: HG,ESS,GCB,MBL REVISION LOG: CENTER CEILING TILES IN ROOM U.O N F3 PORTFOLIO LD4 #LD4B15D010-EU4B10208035-4LBW2H-H326 LED/3500K WHITE O 1.CONTRACTOR TO RESWITCH/RECIRCUIT LIGHT FIXTURES AND SWITCHES AS NEEDED. ® NEW TENANT WALL-TO 6"ABOVE CEILING 1 - O START POINT FOR CEILING TILES. REUSE/RELOCATE EXISTING LIGHT FIXTURES AND SWITCHES WHERE POSSIBLE. VFY WITH DETAIL 5&61A5.01 F4a SONNEMAN CORONA 16" #2313.16 LED/3500K SAT.ALUM. PROVIDE DIMMER ARCHITECT. © CENTER LIGHT IN GRID = NEW TENANT WALL-TO STRUCTURE ABOVE SONNEMAN CORONA 24" #2315.16 LED/3500K SAT. ALUM. O TOP TRACK GUIDES FOR KAWNEER DOOR 2.ALL REQUIRED EXIT SIGNS SHOULD CONFORM WITH ALL APPLICABLE CODES. DETAIL 78,8/A5.01 F4bPROVIDE DIMMER O UPPER CASEWORK WITH UNDER CABINET LIGHTING ON DIMMER.SEE SCHEDULE. 3.CEILING HEIGHTS ARE FROM TOP OF FINISH FLOOR TO FINISH CEILING. tir eir�� v4 EXISTING EXTERIOR WALL OR STRUCTURE TO REMAIN F4c SONNEMAN CORONA 32" #2317.16 LED/3500K SAT.ALUM. PROVIDE DIMMER O WHEN INSTALLING FIXTURE,ARCHITECT TO BE ON SITE TO CONFIRM HANGING 4.ALL NEW LIGHT SWITCHES ARE TO BE LOCATED PER DETAIL 2/A6.01.MULTIPLE SWITCHES SHOULD AREA PART OF TENANT WORK F5 BARTCO #BSS305+23+35+SL LED/3500K SILVER HEIGHTS WITH INSTALLER. BE GANGED TOGETHER UNLESS NOTED OTHERWISE. 0 WD-1 CASEWORK SURROUND WITH WOOD CEILING.PENDANT LIGHT(SEE A1.44) 5.CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING,STROBE LIGHTS,AND AUDIOVISUAL ALARMS E EXISTING F6 DESIGN PLAN LCIS #T426247 LED/2700K • CANOPY SHALL BE RECESSED IN CASEWORK. TO MEET ALL APPLICABLE CODES. SEE ELECTRICAL SHEETS FOR LOCATION OF LIGHTING ON NEW EXIT SIGN EMERGENCY BACKUP,WHERE OCCURS. 0 F7 SONNEMAN WANDS #2212.16 LED/3500K WHITE COORDINATE LIGHT SWITCH LOCATIONS WITH OWNER 6.CENTER CEILING GRID IN ROOM,UNLESS NOTED OTHERWISE. -INDICATES INDICATES EMERGENCY LIGHTING.SHALL NOT BE ECOSENSE TROY #L35 I LENGTH AS SHOWN ON DWGS 06 35 80 MULT 1201 EM LESSMF8 LED/3500K PROVIDE DIMMER 7.ALL HARD CEILINGS AND SOFFITS PAINTED PT-1 U.N.O. 1 FOOT CANDLE @ WALKING SURFACE.ELECTRICIAN TO SHEET: VFY. 8.WHERE FINISH GYP.BD.IS TO ALIGN,TAPE JOINT AND REFINISH. X COOPER LIGHTING SURE LITE ES SERIES ES7 1 70 R C RED LED } EM IOTA IIS SERIES IIS-375-R-I CONTRACTOR TO VFY EM LOADS W/INVERTER CAPACITY N/A REFLECTED 9.COORD.COLOR OF MECH.GRILLS ON PAINTED SOFFITS W/ARCHITECT. I NEW 2 X 2'ARMSTRONG CEILING GRID AND ACT.SEE CEILING PLAN FINISH SCHEDULE SUGGLS I IVE LOCAL ION FOR MECHANICAL SUPPLY/RETURN. SUBMIT PLAN 10.SINGLE LIGHT FIXTURES IN HARD CEILINGS SHOULD BE CENTERED IN THE SPACE UNLESS NOTED • .. NEW GYPSUM BOARD CEILINGS M1 TO ARCHITECT PRIOR TO INSTALLATION FOR FINAL APPROVAL N/A TBD OTHERWISE. SEE KEYNOTE 5 1.-, : ,. . M2 CEILING FAN GRILL, SUGGESTED LOCATION N/A WHITE NEW WOOD PANEL CEILING SEE FINISH SCHEDULE:MC - * CONTRACTOR TO WY VOLTAGE & MOUNTING CEILING "CONTRACTOR & ELECTRICIAN TO COORDINATE DIMMING OPTIONS WITH TENANT. WALL BOX DIMMERS (0-10V) MAY BE ADDED IF DESIRED. 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( 6 CONSULTANTS AND ANY OM OF THE axum Tis 1RMSA1�Fal BY MW.FA& ELECTRCNICOU.Y OR OTFE . THE ORIGNAL S ANO SEALED DOCUMEN S9Nul°NEM THE USE OF T IC'.S PLANS AND SPECIFCP.T ONS Sian RE TEST_CTED TO TFE ORDINAL SITE FOR MICH THEY WERE MEWED&F1113LICATION TH E EOF E EXPRESSLY LP.MTED TO 3.0I USE REPRODUCTION.PUBLICATION CR RE-USE BY NV METHOD,N WI(1E OR IN PART,IS PROHISDm.THEE TO TE PLANS& N SPt0FEAT10PS REMAIN IN THE PACHfTECT NRTHOUT PREJUDICE VISUAL HANS&SPECIFICATIONS SHALL CONSMUTE PRIMA FACIE o, ENLARGED REFLECTED CEILING PLAN �NRCEOFTACT HITH ACCEPTANCE I_l'f]QLE OF THIEP4:%ff T>NGE DF THESE TESTFf[:110N5. ORIGINAL SCALE 1/2" = 1'-0 tk PROJECT NUMBER 16058 PLOT DATE 170213 KEY NOTES CEILING P_AN NOTES SHEET KEY TEAM, HG,ESS,GCB,MBL REVISION LOG: O SONNEMAN F4 PENDANTS HUNG BELOW WOOD 1.CONTRACTOR TO RESWITCHIRECIRCUIT LIGHT FIXTURES AND SWITCHES AS NEEDED. fir NEW TENANT WALL-TO 6"ABOVE CEILING ARMSTRONG CEILING-SEE ELEVATION FOR HEIGHTS REUSE/RELOCATE EXISTING LIGHT FIXTURES AND SWITCHES WHERE POSSIBLE. VFY WITH DETAIL 5&6/A5.01 0 SONNEMAN F4 PENDANTS RECESS CANOPY IN ARCHITECT. ® NEW TENANT WALL-TO STRUCTURE ABOVE SEE A1 .03 FOR REFLECTED KEYNOTES & LIGHT FIXTURE SCHEDULE CASEWORK ABOVE. 2.ALL REQUIRED EXIT SIGNS SHOULD CONFORM WITH ALL APPLICABLE CODES. DETAIL 7&8/A5.01 3.CEILING HEIGHTS ARE FROM TOP OF FINISH FLOOR TO FINISH CEILING. re'4 ,pit EXISTING EXTERIOR WALL OR STRUCTURE TO REMAIN 1.4.ALL NEW LIGHT SWITCHES ARE TO BE LOCATED PER DETAIL 2/A6.01.MULTIPLE SWITCHES SHOULD ® AREA PART OF TENANT WORK BE GANGED TOGETHER UNLESS NOTED OTHERWISE. 5.CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING,STROBE LIGHTS,AND AUDIOVISUAL ALARMS E EXISTING TO MEET ALL APPLICABLE CODES. SEE ELECTRICAL SHEETS FOR LOCATION OF LIGHTING ON e NEW EXIT SIGN EMERGENCY BACKUP,WHERE OCCURS. 6.CENTER CEILING GRID IN ROOM,UNLESS NOTED OTHERWISE. EM EM-INDICATES EMERGENCY LIGHTING.SHALL NOT BE 7.ALL HARD CEILINGS AND SOFFITS PAINTED PT-1 U.N.O. LESS THAN 1 FOOT CANDLE @ WALKING SURFACE.ELECTRICIAN TO SHEET 8.WHERE FINISH GYP.BD.IS TO ALIGN,TAPE JOINT AND REFINISH. VFY. EN _ARCED REFLECTED 9.COOK).COLOR OF MECH.GRILLS ON PAINTED SOFFITS WI ARCHITECT. j NARMSTRONG CEILING GRID AND ACT.SEE FINISH SCHEDULE CEILING PLAN 10.SINGLE LIGHT FIXTURES IN HARD CEILINGS SHOULD BE CENTERED IN THE SPACE UNLESS NOTED OTHERWISE SEE KEYNOTE 5 • '-..5 . >Y;-. NEW GYPSUM BOARD CEILINGS NEW WOOD PANEL CEILING SEE FINISH SCHEDULE:MC A 14 41-iii CEILING HEIGHT _,... 1 1 0 . i 1 1 i■ +0"X54"CL @D00" I■ L ;Try 1' 6' DESIGN STUDIO �� EllII + architecture _ _.. _ .._W 5' 0" MIN CLEAR / / 1 / I / 4 \ I1 / _.__.__...___- ,.._ - - . GI 54" MIN. • - - - -� �� 2505 se 11th Ave I ste 268 �..-_... - 11 ili Wportland , Oregon 97202 LJ f Clir- I ■�■■r� / 4' 8" MIN CLEAR df y 8 \ I 8 503 771 5 '58471 u phlIC fax 39" MIN -41" MAX O \ 6.01 \ I ' 6.01 I ` I/ ,z 3 / 24 12" \ CI - dw �. ._ n I� CI) 36" MAX - - \ CC ....„ ` 4.111 p I / 1 . MINIs : . MIN, \ = -/A .'---4 v ..... /L , 4cy..... _ i // 1c� _ .._. . ___ . 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ADA RESTROOM ELEVATIONS • =M]QEP - - 7 ORIGINAL SCALE: 1/2"= 1'-0" • ♦ • • t I 130" CLEARANCE ♦. / I I 1 , 4 5 26 ♦ / I I I •5.0 •50 { 0 '5.0 ® � '5.0 • / • 30"X48" PARALLEL APPI OACH I (2)EQ @ 2' 1° (2)EQ @ 7' 11" (4)EO @ 5'B" ♦f ti• /\ l\ Z ♦` - ., -_ T -._\..- _ =1 .... OPEN SHELVING / \ • - }� I / � 17C rn ♦�• COPIER — P- _ = P •: : _ / J o C BY OWNS I / I I I, I / © . 1-, fjEF. WI ig \ o ♦ 4.01 BAU(N rCC ♦� R EZER N N \\ //) Z CID ° — Li • • Q 3' `— _ 1 > / 1 - - --- / ♦j ! / N I \ 1 1 Q o ,--"-- 1I � i `� ♦♦�� w- _ - \ / cJ ( PDW : � < P -J COPIER \ / \ \�� \ _ - U I B-1 B•1 B-1 UM / 2`-0Y2" / 2'-6" 2'0 4 (3)E0 @ 4'-7" f II 04 BREAKROOM ELEVATIONS N 71f EVENT CP+F7-1CB ARE DISCOATED FIEIWFFN THE ORIGINAL SIGNED AND SEALED DOCHIA N1 PREPARED BY THE oirEC1S A,&cxi THEIR COMBIkTNd1S,AM ANYCOPY OF TME OOIXI.e Ts TRANSMITTED BY MAL FAX ♦� ORIGINAL SCALE:318"- 1'0" DRE(TRONCA LY OR oma. oF»NAL SnO,E0 AND SEALED ..�� _,. arwsswEMW-aCNEsti ♦ -RE LSE CF THESE FLATS N10 SPECIFICATCNS SHALL IRE RESTPoCTED TO THE OFIGINAL SITE FOR 1NHCH TFEY WERE PREPARED d PUBLICATION THEREOF IS ♦ E.PFEASLY LMTID TO 4X71 um.FEPROO.CRON,F'LBLCATEN OR FE-USE BY ANY NERCO.N WHOLE OR N PART,IS K1CHBRH.I.TIRE 10 THE PLA S& 913:ACATIOfS FENIAN N 11-E AAafIECT WITHOUT PREJOICE VISUAL COMACT WRHh1FSE PLANS&5: CATIOh69-ALLCOFSTIUTE PRIVA FACE MENU OF h£AOCEPLANCE OF TFESE FESIFICRONS. PROJECT NUMBER: 16058 — — — - PLOT DATE: 170213 03 ENLARGED ADA RESTROOM PLAN TEAM: HG,ESS,GCB,MBL ORIGINAL SCALE: 1/2' -- 1-0': REVISION LOG: GENERAL NOTES KEY NOTES 1.DIMENSIONS ARE TO FACE OF FINISH,U N.O O 18"VERTICAL GRAB BAR,TO MEET ADA MOUNTING HEIGHTS AND LENGTHS 70 2'-0'W X 3'-0'H MIRROR,CENTER ON VANITY 1 l TOP MOUNT SINK (RECOMMENDED LOCATION IS NOTED ON RESTROOM PLAN AND ELEVATION) MANUFACTURER KOHLER 2,FIRE TREATED 2X4 WOOD OR 166A STEEL STRAP BLOCKING IN WALL TO SUPPORT GRAB ® WALL MOUNTED LIGHT FIXTURE.CENTER ON MIRROR. SEE RCP FOR SPEC STYLE:VAULT STAINLESS STEEL BARS LOCATED AROUND TOILET AND ALL OTHER WALL MOUNTED FIXTURES.REFER TO O 36'BACK-WALL GRAB BAR,TO MEET ADA MOUNTING HEIGHTS AND LENGTHS K-3822-3 MANF FOR GRAB BAR SUPPORT PLATES. (RECOMMENDED LOCATION IS NOTED ON RESTROOM PLAN AND ELEVATION) ® TOILET TISSUE DISPENSER:BOBRICK 5-2888 SURFACE MOUNTED SEAT COVER DISPENSER:BOBRICK B-221 MANUFACTURER: FAUCET O 42"SIDE-WALL GRAB BAR,TO MEET ADA MOUNTING HEIGHTS AND LENGTHS 1 O 67;i) MANUFACTURER:KOHLER (RECOMMENDED LOCATION IS NOTED ON RESTROOM PLAN AND ELEVATION) STYLE:FORTE STAINLESS STEEL 11 LAVATORY MOUNTED SOAP DISPENSER:BOBRICK B-8221 K-10415-CP ® FLOOR MOUNT TOILET: TILE GYP. SHEET. MANUFACTURER TOTO 12 GYP. H CERAMIC PRODUCT:COMMERCIAL FLUSHOMETER HET ADA BACKER AKEROAD. ACEOCKR BOARD TO AUGN WITH EXISTING GYPBOARD 19OONDISPENSER ENLA RGED RESTROOM MODEL#:CT705ELNAND CRPL CNMCUERKOHLER K-1895-C-CP PLAN & ELEVATIONS O WALL HUNG LAVATORY:PROVIDE BLOCKING FOR WALL MOUNT. 13 WASTE AND HOT WATER PIPE INSULATION KIT.WHITE COVER. MANUFACTURE DURAVIT STYLE:VERO-WASHBASIN GROUND WONDERGLISS 14 COAT HOOK:BOBRICK B-6827.CENTER INTERIOR SIDE OF DOOR,MOUNT 4'AFF GARBAGE DISPOSAL MODEL#:045470-00-1 20 MANUFACTURER:INSINKTERATOR Q PAPER TOWEL DISPENSER AND TRASH UNIT.BOBRICK B-3979 STYLE:EVOLUTION EXCEL ® FAUCET: 6 HOT WATER HEATER ON LID SWITCH:SfNKTOP SWITCH MANUFACTURER:KOHLER STYLE:PURIST SWITCH FINISH:CHROME .1/111111 MODEL#:K-14402-4A-CP o9 if '5.0 '5.0 •5.0 ! hi1 CIRCULAR ACCENT SOFFITzo DESIGN STUDIO _ \ PT1 T4 ,-- + architecture T3 I \ \ �� \ 2505 se 1 1 th Ave I ste 268 9702 ` I 3, { sumidesignTstgudnio . c2om _ •I I T t! 503 715 5847 ph I fax T3 Er, T3 T3 �� A ke / 443 ,� zip F.-- F--. . / , •GiUr ir . ::?. i - • - \ 1 1 a I # L OREGO ti m I \ T' OF 00 \ \ \ \ \ ‘ik. 1 I —1. 1 \ ,. \ \ \-071 ITM MACHINE,BUILT INTO KAWNEER DOOR.SEE SPEC& BA CASH STATION.SEE A4.05. ITM MACHINE ALCOVE GLASS WALL. 2111 CASEWORK A4.04 A 01. TELLER ROOM ELEVATIONS ORIGINAL SCALE:3/8"= 1'-0" Ark cot if C •5.01 l 5.01 1 -PROVIDE SOLID BLOCKING RECESSED LIGHTS IN SOFFIT 1 I / / FOR BRACKET MOUNT TV TEMPERED GLASS FINS / / 6' \ I \ PT-1 / 4'4' / 3' / 5'-61 4'S" / 4'-5" –../ /' EQ / EC / li ' ; ( ''s ). ( • : N'l V' .6 ; )0t '. ' Mn 17 \ •. ) ( 0.4biNkiic ' i g b IHMi,M 1 i Si, i) 1 ! '',010Sii, ,. , Q \ , , . \ 0 , T,,,,,-, ...,„, , 1 i \ cr co ,..i T 2 ? �T ]-P T 2 ' PL \ '6.01 --� � CC CD r` 1 T-2 '5.0 �' l // /7// \ W W z \ FEATURE WALL-SEE A4.04 FEATURE WALL-SEE A4.04 \ / 77CD� I CC °° W IL_ ,.li [ --i . .. erl Cfp _____. _......._ iLiss- — U) D cc ru -Not L_ ! / ._,„, cc \ ISI 11i l t it'MIC � I I IS?t)Icl: aI:?I I I I('' I4 Ic Iclt)I f )I I I I� 1 I `I _ _l_ _ Q - N PT-1 /1211. ,_ tit#tit lititliti i }fl4EIRiêI& it Mit . . 1), 1016) 1 ! . M {: mm� ilif D (' PT-1 I N. T T < / T \ \ I - \ \-- \ I \ 7" B-1 If jr GLASS WALL B-1 TECH BAR.PROVIDE DATA& 77(-74BUILTIN SEATING. SHIONS BY B-1 KAWNEER SLIDIN B-1 / {4}EQ /5 1 &" 3' 4 6'4" 5 BASE POWER.VERIFY LOCATION PNW OFFICE. GLASS DOOR WITH OWNER, JAMB-SEE A4.03 B 02. PRINTER CABINETS • ORIGINAL SCALE.318"= 1'-0" N THE EYS(T OBI cowwTs PAF O600VfED BETWEEN TFE ORGfiN1 WNED ND SEALED COM/ARMS FREPARED BY THE AMNITEC 5 MOOR THEIR CONSULTANTS,AND ANY COPY OF THE roc:weirs TRAv9.tnEo BY MAL FAIL ELECTRONICALLY OR OTl-ERMW THE OFICIYL SICEED APC SEALED OOCU RENIS SHALL00AERK THE USE CE THESE PLANS AND SPECPCATIO S 51{µL BE RESTF CTEO TO THE GE'd.4AL SITE FOR WHICH TFfY WEST Pfd&PUSLCATION THEAECF B E)fffiESLY LMTED TO SLCH USE FEPFCOUCIEN,PISLCATION OR FE-I. BY - ® AM'1.E100.N WHOLE OFN APRT,S PRTIRE TO 11-E FtANS SPECFICATONS FENAN N THEAFCHTECT WITHOUT EE VISUAL cCWALrWITH THESE FINS aSFECF1GA70S SFOLLConSITTLREPRIMA FACE 'S.V1 J.01 EVDEN CE OFTHEACCEPTANCE OF TFESE fESIFICTIONS. 9'-5 3'-6" 11'-6" / / PROJECT NUMBER: 16058 — \ CI PLOT DATE: 170213 TEAM: HG,ESS,GCB,MBL _,,— JI -,..,— — I \ REVISION LOG: /// / T T T T \ ... '''' .//// \ / / / I INSTANT ISSUE / /\ 1 EY OWNER 1 \ r--S / \ \ f ' I I`w. SHEET T m ~� L1-'� INTERIOR w T w \ / \t if 1 ELEVATIONS B 1 71 B-1 (2)EO @ 3'-10" 44� 3 .I., 1.-6' 1, 6'-2" / / MI B �f 03. OFFICE ELEVATIONS 03 OFFICE ELEVATIONSA4 ORIGINAL SCALE,3/8" = 1'-0" ORIGINAL SCALE:3/8"= 1'-0" I I 2 8" 1 �4�' \ DESIGN STUDIO RF ` + architecture //- /- ~ POVI DE o /As" //" f CONTINUOUS SS-1 c*j �� SURFACE \ 2505 se 11th Ave I ste 268 ' ;.,: portland , Oregon 87202 THROUGH LIGHT sumdesignstudfo . com /� / COVE TO END 503 715 5847 ph I fax 9 / `v PANELS `.. / / 1::"....,....:....:.-,.....:...:::.... 440* / i.v-_, . / t1:1 :449l /. \� !:: d#t' 4 rmx ^'f---- ':-. 3-/4' .:. . - / :; A / . . - '.....', ..- ..:-..-."-'::.:'-'.-. :..: ::;-..:1 41***`•;.....>***7 ,-,.. e.:'.mit, , ///// ..p '''' .."- / *it -... • ••., ".- . —. / / VFY *It t M1 / , x:4',*ritele*Si // 111*---- 1T f / () J -k7 - Y' i.'. / / f 3,,A--,0,,,,9c,,,/ : Ac,, / , 44/A / , ... . . .... G S 4..... / II/ C3 ;I- / CD c-; .-. 4.04 J NCR SELFSERV 91 ITM - SEE �' \ ` EQUIPMENT SPEC FOR ROUGH / KAWNEER �\� �: 4, OPENING &CLEARANCES 114/ a WOOD SLIDING GLASS / SURROUND �i �, ' aitirir DOOR POCKET. / BLACK / SEE SPEC. TO MELAMINE 24c VERIFY DETAIL t TRIP S / WITH f �` BLACK / Q ° ' *IMP MANUFACTURER. / `� MELAMINE re s,4„ / / �' TRIP / Q NCR SELFSERV 91 !TM I 4,.. 'EVEAL SCREW f z °C' iiii / NW � � TAPE&SPACKLE SEE EQUIPMENT SPEC / FOR SMOOTH FOR ROUGH OPENING �` ` TRANSITION TO / w z & CLEARANCES / GYP. C_ EVEAL JOINT Cr)CD J w PROVIDE CONTINUOUS '� / �0' INAL SCALE:3"= 1'-0° �� 0 CC 55-1 SURFACE �~ — (J] _ :€ � THROUGH LIGHT COVE �� cn .ii s TO END PANELS ` / F. ~ Q a / S SEE WALL TYPE FOR • = cry 3 ` I • < . DETAILS ABOVE THIS POINT. I ♦ > N • FRAMING TO STRUCTURE Eat i 362S 125-30 BRACE @ EA. . / • Q � STUDW/ (2) #8EAEND , . y- lig 362S 125-30 @ 16"0/C a1 ITM CONFIGURATION ' 1 362S 125-54 @ 16'10/C W/ ORIGINAL SCALE 1" = 1'-0" (2) #8 EA END & MIDDLE WAL44 4 P �r� .46a (2) #8L EA END 4.03 '4.03 4.03 `4.03 4"WOOD SURROUND _�— ' 4 \ DECCNEFED EENNEEN THE ORIGINAL SIGNED Non coEVENT CONFLICTSrs PREPARED roc rs uuaA, WITH LED LIGHT ON 3 CO -1 y � �- � SIDES ( ) \ \ ~a"WOOQ SURROUND CONSULTANTS."�� „o''"aum � - JN`'-f /1614p**/ OOCl1rFNi5 SlNLL�OJEAi 8" 1 g1 ` GYP. BOARD PER PLAN � � ro Ji AXY PrrreD.N wroLE OR 7W FAFIr.s psoas I®.rrns Rl r-s R s r. - \ II _�.`._ _ .•! ` � CONTACT,Mn�TIfSE PLANSFECIRCATONS REMAIN S 4TgNS SHALL CONSTITUTE PRIMA FACE 'III -- II I11 I 1 — PREPARE WALL WITH %iv �„�► CF'.EA TANCEOF„ESEFEs,�„ . I III o a ! '-1---jLIGHT COVE f LEVEL 5 FINISH. \ . �; FRAMING PER PLAN PROJECT NUMBER: 16058 1 \I ' ` LIGHT COVE- EXTEND TO • • • \ I 6 I LIGHT COVE GROUND. `n 4111k.- PLOT DATE: 170213 4.03 �' 4.03 i'r ,' I —WOOD SURROUND I; 1 WOOD SURROUND AIIpaill LED FIXTURE TERMINATE AT �� I � �~• COUNTERTOP. �o 1////////si TEAM: HG,ESS,GCB,MBL �`�I *all BOXED HDR ACR055REVISION LOG: E �, © 1/2” REVEAL WHERE 5 ��4" REVEAL WHERE OPENINGS WI (2) 362S 125_33 LIGHT COVE ON (3) SIDES 4.03 WOOD MEETS GYP. '4.03 ��ali WOOD MEETS GYP, r ,i,di & (2) 362T 125-33. PROVIDE 54 lidil BOARD 11 s. BOAR • r m MIL JAMB STUD EA SIDE. PROVIDE ADDITIONAL �� PT 1 11.4" ,..,_.Zi/ SUPPORT IN WALL AT LIGHT I If ) . MACHINE CLADDING COUNTER • COVE AS NEEDED 11 II I TOP. FILL CAP AT LIGHT COVE /frip‘It i f��! i SS-1 r EXTEND SS-1 COUTNER TOP -' II i SS-1 II /, \ WITH CONTINUOUS SURFACE. @ MACHINE INTO LIGHT r „. - /= :== - _ 1 —NCR SELFSERV 1 I ----I-- NCR SELFSERV 91 COVE. _ C SEL S 9 E 7-- �""� ITM, SEE SPEC FOR ITM SEE SPEC FOR m - = I: I( i` ` ROUGH OPENING & -- ____ --- ._ mi - Ii ROUGH OPENING & I �� ; ,;_ r' 1 . _ CLEARANCES MIMI NCR ITM CLEARANCES _ -___ _ . _ - j FRAMING BEYOND '. = Wall. T 1 SHEET 440 i IMMINIONal I II.III MOO=2. �B 11 - - ( *ROUGH WALL OPENING NCR DETAILS 1.31 "- ` TOLERANCE IS DESIGNED FOR TOP CLADDING NOT I_1,��r♦i TO EXCEED 1" IN TOTAL 02 ITM #1 ELEVATION (24-HOUR) 03. ITM #2 ELEVATION (ALCOVE) �` �` TO EXCEED Iill ORIGINAL SCALE:1/2"= 1',-0" ORIGINAL SCALE:112"= 1'-01' Jr ile 1, 5/u SHIM AS NECESSARY TO CREATE MINIMAL GAPS AT WALL OPENING 04 ITM SECTION, TYR 05. ITM LIGHT DETAIL lifit ORIGINAL SCALE: 1/Z= 1'-0' ORIGINAL SCALE:3"= Ak 7 13 \ 3 1---3---- 4 ' 4.04 ' 5.03 4.04 ' 4.04 \&4.04 ' 4.04 1 .1 2_7 1' ! 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' 7IA-- /C STAOGGERED & (2) _ _ #8 X 3" EA. END u1. FEATURE WALL PLAN #12 TOP & TO TOP CORD ORIGINAL SCALE:314"= i'0" FL i BOTTOM DEFLECTION VERTICLlP SW W/ GAP (2) #8 SCREWS & i 18 GA. TRACK (3) #8 X 1-1/2" CAP AT N SCREWS INTO ci / J OPENING SIDE BLOCK / BLOCKING AS _ NEEDED TO w STABILIZE #12 SCREWS @ JAMB STUD ANGLED STUDS. 12"0/C V\ : -� BUILT-UP JAMB WD-1 .TYPICAL. STUD, PER C 1,-0111� O' , ELEVATION Q i' ( ( BUILT IN BENCH-----'.." BUILT IN BENCH----4.- Q A \ \ \ SEATING. SEATING. 05. BUILT UP JAMB STUD P_AN & TOP CONNECTION o METAL STUD FRAMED I METAL STUD FRAMED ORIGINAL SCALE:3°= 1-0" Z °C N SOFFIT BOX 1 SOFFIT BOX VERTICAL PORTION OF— , �/ TYPICAL 6 STUD W CE ti WD-1 WD-1 BUILT IN 'FEATURE WALL WALL �, W a� z Niis —h-L UP SQUARE OFF WHERE ,� 5 o BUILT UP JAMB �, w -- CORNER MEETS //� _ _ - / 5 0� EXISTING CEILING JOISTS O CC i I ( ,� INTERSECTING HEADER ,;;,J1 STUD - SEE0 " ABOVE DETAIL 51A .04 i up U o RECESSED LIGHT RECESSED LIGHT- 2.._ 1, ( ; SEE RCP & LIGHTSEE RCP & LIGHT �—� ~ CID Q SCHEDULE SCHEDULE �— �- 33MILDEFLECTIONZ c) CD RECESSED DOOR TRACK W12 2" FLANGES Q ~ 1-4,, JAMB, VERIFY • ,� _ _ _ , WITH 2 #8 @ EA TRUSSN > z MANUFACTURER'S 6" METAL STUD 1? Q i 0 r .1.? � co � SPEC co ( t 1 04. SLIDING GLASS DOOR JAMB _ ✓` i x / -Zy A_ _ ORIGINAL SCALE.3 = 1-0 z Z O ,42-.- s 2 O o EXTEND STUD iiI10 6' � � a © a1 r �� 10" 6" W s , .. _. WEBS OVER ACT-1 ACT-1V w /1 Nn�°cogs El 11-E ARCHTEETS nr[K�11-EP LU JAMB STUD ON I a �Lr CR ate, THE s ME SEALED A CONSULTANTS,MVO AM COPY CF THE DOfYI ITS TRMIS1ITIEO 61' Fal. W L EA. SIDE & U] Cf� DOCUMENTS SHALL oaAsHl Ni i W D 1 CO N N E CT W/ (3) THE USE CF THESE RAPS M�SPECIFIC DONS SHALL SE RESTRICTED TO TE {._ b CAL SITE FOR W,-ICH 11-EY WERE PFEPPFED&C.BIDATION THEREOF 5 #12 SCREWS _ 1 (2) #8 SCREWS rlMN D TO WHClE H NI PART,S PRO -INTED TIESTTHAE16E6Y Am I�ETNIao.w wrgLE OR Fu Pair.S PAoi-�art�o.TmE TO THE Fv�vs a SPECFlC/1TIOh6 REMAIN II TFE ARCHITECT WITHOUT F7�AICILE VEAL o ,,,--1-- - EACH STUD, TYP. "'T^c`CImE FasF '1I SHALL STITUlE FADE PROFILE OF VERTICAL 4-1 11 = OF ""'�°LT " T°"S WD-1 c I END PIECE i �_�� I_ 1Y'i PROJECT NUMBER: 16058 6" METAL STUDS PLOT DATE: 170213 i _� BUILT-UP HEADER, - - �^ _. = 1.5'1X 1.5"TUBE STEEL �I BRACE AT 3 0 O.C. MAX PER ELEVATION TREVISION sloN LOG: HG,ESS,GCB MRL I 3-518"STUDS TO 1111111101.- 11_g�F CUSHION BY FURNITURE 0 �i @ 12'10/C WS SANDWICH HSS BRACE PROVIDER ACHIEVE HEADER i WIDTH OF 1'-1" 1......" - BLOCKING AS NEEDED BETWEEN TW018 r � 1/2" PLYWOOD �� ::D GAUGE FLOOR TO a— ± + I GYp " Lb ENDS, TYP. CEILING STUDS, RECJ-MOESS KAWNLD AT EER ER DOOR TRACK TO TYPICAL. TUBE STEEL SUPPORT IN L 2x2 x STUD BE FLUSH WITH GYP. VERIFY �-- WALL, WITH LEDGER - WIDTH x (MATCH I INSTALLATION WITH T r ANCHORED TO BENCH ADA KNEE o ,F FRAMING: HDR GAUGE) W/ / 1 1 ,� MANUFACTURER'S SPEC. SPACE I — (3) #12 CLEARANCE I iii B_1 (a BASE B 1 @TOE KICK SCREWS EACH \ \ .,� KAWNEER SURFACE MOUNT TRACK. 114° - FULL HEIGHT LEG VERIFY CARPET DEPTH FOR ,' SMOOTH TRANSITION, V.1 ,„Z‘ 11_311 JAMB STUDS ITT SHEET: / cPT 1 WONT 1 ENLARGED PLANS & 1'-6 4" .• d 4 4 �� EXISTING CONCRETE FLOOR C . ` •. a a. 4DETAILS .a• a d • • • 4. a 4- c. 4 . . 4 . 02. FEATURE WALL SECTION - COUNTER 03. FEATURE WALL SECTION - BENCH SEAT 06. BUILT UP HEADER AT BUILT UP JAMB 07. SLIDING GLASS DOOR HEAD & BASE ORIGINAL SCALE: 1"= 1'-0" ORIGINAL SCALE: 1"= 1-0" ORIGINAL SCALE:3"= 1'-0" ORIGINAL SCALE:3" = 1'0' A / IA © © 3 / 31 3' `4.05 `4.05t 1/ * 1' I I , . ci\— (1 ...Li) ) ( t i j ) I 1 rte, , , f i � � DESIGN STUDIO D-1 D ►nom ��1 I f•-\---\— ( H ( + architecture f f l i t IT 11 ( ) l ? k c I �- WD-1 1WD-11 WD-1 WD-1 2505 s9 1 1 th Ave I ste 268 �— _� p 1 !,-� 1 � \ f 1 I �' surnldensi'gnsgtu dio.c2o02 PL-1 503 715 5847 ph I fax © PL-1 1'-10" 11-2" 7Y211 11-2" 7Y2" 7211 11-211 1'-10" CQ E9 X - --- ,( �..Q / / / zq -,-0V) -y WD-1 L. a C....5 ,.// 49 ,G� CV N }, N 4CIA, 9 ,./ `4 05 6 �a1.YLE um 4.05 — — — — vt; �' OF 0`� B1 Ai 4 \ - B 1 \ B-1 \ \ \ \ `4.05 `4.05 \ \ \ 3V1 / / 1 4..05 02 GREET BAR ELEVATION 03 GREET BAR ELEVATION 04 GREET BAR ELEVATION ORIGINAL SCALE: 1"= 1-0" ORIGINAL SCALE:1'= 1'-0" ORIGINAL SCALE: 1'= 11-0" WD-1 1 1 1'-10 ' 1'-10 " � / / / �� i SIM 11-614" 44; ;; WD-1 :.:.v.::: 411 MIN. CLR. 4II / 4"WOODIWO-1 13/411 134 1'-4" 1"WOOD IWD-i . . A.--•-.....----- A \ F f 3 1 1 T i [ 1 F t f i 1 1 ! { S Z [ A r . rv. . 10 Oki COUNTERTOP f I i I PLYWOOD SUBSTRATE oo \ s ---'''' iI:iiit,°°!.,:p,':::'.177::,;., / A up�� BRACE 2"WOOD WD 1 _� i V41D SHELF @INTERIORf ? ' ' MDF SUBSTRATE r �' 'j.'":'r., ci 1 1 ,„, . '''''''' / ,,, pir PAINTEQ�T-1 Q 11 i ‘-,ic ' LOCK ON CASH `�' p. =�, r { RECYCLER DOOR 021 f �.. CROSS BRACING AS ' ! CABINET DOOR WITH NEEDED q FULL 180 SWING W ?.., I 01. GREET DESK & CASH RECYCLER CONFIGURATION , C 1 CC W E z o ►� SINGLE CABINET cn 0 ORIGINAL SCALE: 1"= -ILO" .=.`1 ".=. f ( U� r I J 1 1 \ VCCLU A - B-1 @ BASE O 0 i : i (‘'.4'/ ( t 1 1 � GREET BAR SECTION = Jr ,1' 3 9 > , 05 �� ORIGINAL SCALE:1"= 1'0' T �_ Q 4 1 ( ( 1 ) t 1 06. CASH RECYCLER ELEVATION 07. CASH RECYCLER ELEVATION Q ) I ► , ORIGINAL SCALE, 1'= 1-0ORIGINAL SCALE:1 = 1-D ? ? i ..00:44 r f TYPICAL COUNTERTOP CASH STATION: ALL FACES MUST BE Ki r• REMOVAB!IC IN ORDER TO GAIN ACCESS FOR INDICATES ARCA CASH RECYCLER ' WALL PER PLAN SERVICE• ABINET CONTRACTOR TO - SEE SPEC AND VERIFY ALL MITERED CORNER EDGE CONSULT WITH ARCHITECT PRIOR TO SHOP N THE EVENT CpJP11CT5 ARE ORC FEED 9E1WEEV THE OPoC�'T14L SThED DIMENSIONS `� ' WD 1 CONSTRUCTION DRAINING FOR OVERALL INTENT. OO °°° P > THEIR OJrIAATANIS,AND ANY COP!OF TFiE OOCLTrBJI"TRANSMITTED 9Y MAL,FAX. SEALED '� 4�" 1' 60%" BOXED HEADER AT OPENING. 11-E LEE OF THEEE ELECTRONICALLY o, ORIGINAL A� SITE FOR N Q hEY H AND SPECEICA11CNS 6 P SABE' °TO THE ,1 F 5 — OPEN CASEWORK BEHIND WALL ' EXPRESSLY „ C„�.,PUBUCAONORFES, ll ` / / / VERIFY HEIGHT WITH 1 1 -0� 1 ANY F�El}ICO.N WHOLE OR N PART,IS PRp-®fT®.ME TO hf PLANS B SFEWGITYYS REMAIN N 1FE.K-I1ECT NTIFIOUI PRE-A10CE VISUAL � CASEWORK. PROVIDE Q" 4 CLR 4 DANCE TP�A,FADE ■w= TAM i / I ' ` CLEARANCE FOR DRAWER TO cillit _____ , 1- k...7 -1 OPEN THROUGH WALL. PROJECT NUMBER 16058 WD-1 I PLOT DATE: 170213 \ — — — — - z DRAWER SIDE WALLS 1 101 , 1 i-4' I r . - - - `� TEAM: HG,ESS,GCB,MBL _N� -- --M- _". DRAWER STOP BLOCKING AS NEEDED /c C —•.,— — i r------- - CASH RECYCLER REVISION LOG: DRAWER GLIDE EITHER SIDE. DRAWER SLIDER `D PROVIDE METAL CORNER II 1 I ti " ADJUSTABLE P.LAM z \ r� GUARD AT OPENING- TAPE & I SPACKLE TO BE FLUSH WITH1' S4" SHELVING I AT INTERIOR 1 GYP. - PAINT TO MATCH. r)-f -.) i-- , • f I' Li _ 4 CRITICAL CLR. DIM. E DRAWER HARDWARE VRY WITH MACHINE N 1 I ARCA CASH RECYCLER- SEE SPEC. ir, SLIDING COUNTERTOP"DRAWER' I SPEC \ \ � ..-- ! i WD-1 TYPICAL COUNTERTOP WALL PER PLAN. I I SHEET - GREET DESK DETAILS '-..., \ CABINET DOOR WITH FULL 180 SWING 3' 23�I 1/11111 08. CASH STATION ENLARGED PLAN 09. CASH RECYCLER SECTION 10 CASH STATION SECTION ORIGINAL SCALE: 1-112"= 1'-0" ORIGINAL SCALE: 1"= 1'-0" ORIGINAL SCALE:1'1= 1-0" DOOR PANEL, , GYP. BD. ✓' .' SEE DOOR SCHEDULE �'�...444. '. /KNOCKDOWNFRAME, SEE BOXED HEADER W/ (2) 362 S 125-30 I I :_: & (2) 362T125-30 ' ACOUSTIC INSULATION DOOR SCHEDULE MO `' I � DESIGN STUDIO " METAL STUDS W/5/8" GYP. BD. ON .• + architecture BOTH SIDES DRYWALL SCREW (1) NEXT TO ..... METAL STUDS 16" O.C. MAX. VERIFY GA. REQ. FOR SPANS. 54 MIL JAM STUD W/ 1 e" FLANGE EACH RETAINER CLIP NEW STUD WALL FOR PLUMBING ,. n 110111111. r CAVITY W/GYP. 2sos SB 11tH Ave I Ste 2ss �' _ { �� I • ' poriland , oregon 97202 ��' 5/8"GYP. BD. BOTH SIDES. TMrir i • BOARD ON ONE SIDE s u m d o s i g n s t u d i o . c o m ,, —1 503 715 5847 ph I fax 4" RUBBER BASE AS SCHEDULED CERAMIC TILE BACKER BOARD WHERE OCCURS 20 GAUGE BOTTOM TRACK W/0.157"0 X 1" EMBED. 1 -- —— —— EXISTING CONSTRUCTION 'NO Apel, - PREFINISHED KNOCK DOWN FRAME ' PAPS @ 16" ON CENTER & (2) # 8 EA. STUD. 4 T' PER SCHEDULE. / 449 FLOORING AS SCHEDULED OVER 1 WALL WHERE DOOR PER SCHEDULE x '' °{" CONCRETE FLOOR SLAB �'P, U.N.O OCCURS I- -iti i . , ' ti 04 NEW PLUMBING WALL @ EXISTING WALL L ' ORIGINAL SCALE:3" = 1'-0" �'�o 01. TYPICAL WALL BASE 02. TYPICAL DOOR JAMB 03. TYPICAL DOOR HEAD OF 6 ORIGINAL SCALE:3" = 1-0" ORIGINAL SCALE 3 1'-0" ORIGINAL SCALE:3' = 1'-0" ✓` / CEILING JOISTS @ SPACING PER STRUCTURAL - - CEILING JOISTS @ SPACING PER STRUCTURAL EXISTING CEILING JOISTS EXISTING CEILING JOISTS 41r/mwi L3x3x4"x 97 MIL W/ (4) #10tir TRUSSES. FASTEN TO TRUSS W/(2) F-8 2x6 BLOCKING @ 48"0/C SPANNING MIN (2) 2x6 BLOCKING SPANNING MIN (2) x 4" LONG SCREWS TRUSSES. FASTEN TO TRUSS W/ (2) #8 x 4" -�� ~— 33 MIL DEFLECTION TRACK W/2 '" FLANGES I LONG SCREWS 01 400S 200 54 BRACES @ 8' 0"O.C. L3x3x4"x 97 MIL W/ (4) #10 + ALTERNATE D RECTIONS �.� 400S 200-54 BRACES @ 8'-0" O.C. T 2 #8 @ EA TRUSS _ CUT FLANGE & FOLD WEB. CONNECT FLANGES ALTERNATE DIRECTIONS -.'(. • [ y • _ MTL STUD WALL PER PLAN T EA. SIDE W/#10 SCREWS. - CUT FLANGE & FOLD WEB. CONNECT FLANGES me �� ACOUSTIC BATT INSULATION 1%11.1•14 (4) #10 EA. SIDE W/#10 SCREWS. �" -'t- 33 MIL DEFLECTION TRACK W/2 i' FLANGES �o ' 41111 18 GAUGE TOP TRACK. SPLICE @ BRACES ONLY. (4) #10 2 #8@EA BLOCKING STRIP �' ;� 0 4 o ACOUSTIC BATT INSULATION WRAPPED IN PLASTIC, lip zo 18 GAUGE TOP TRACK. SPLICE @ BRACES ONLY '� ( WHERE STUD SIZE 1 PikT= '�� t. ! BOTH SIDES o - � o� ACOUSTIC BATT INSULATION WRAPPED IN PLAS 1C ,, / CHANGES @ BASE 1��I MTL STUD WALL PER PLAN ,�.�. .. w, .A „, _ CROSS TEE OR CROSS CHANNEL WHERE OCCURS a _ i BOTH SIDES / 0 DETAIL, MAKE HEAD SIM. , ,' ■ y$--- ACOUSTIC BATT INSULATION R _� ,...... , . ,80; l ' �'''M � SEE PLAN FOR SCHEDULED CEILING op i CROSS TEE OR CROSS CHANNEL WHERE OCCURS Is \" ��,��\ ' �� . .\�� 1 WHERE STUD SIZE ....,_<--- EDGE MOLDING (AND ACT CLIP WHERE OCCURS) SEE PLAN FOR SCHEDULED CEILING Q o ,�► CHANGES @ BASEEDGE MOLDING (AND ACT CLIP WHERE OCCUR: SEE PLAN FOR SCHEDULED CEILING DETAIL, MAKE HEAD SIM. :`011111114.11..._ ) OSCREW INTO MOLDING AT PERIMETERZ cc cfD SEE PLAN FOR SCHEDULED CEILING SCREW INTO MOLDING AT PERIMETER w c C 05. FULL HEIGHT WALL HEAD PERP. TO STRUCTURE 06. FULL HEIGHT WALL HEAD PARALLEL TO STRUCTURE 07. TYPICAL WALL HEAD PERP TO STRUCTURE 08 TYPICAL WALL HEAD PARALLEL TO STRUCTURE W w z ORIGINAL SCALE:3"= 1'-0" ORIGINAL SCALE:3"= 1'-0" ORIGINAL SCALE:3"= 1'-0" ORIGINAL SCALE:3'= 1-0" CC C!)`- 0 C� 0 =I TYP. INT.WALL HEAD PER WALL GYP. BD I _ai1 , SEE 12/A5.05 FOR DETAIL @HEAD o ,cc., TYPE SEE HEAD DETAILS @ A5.01 NEW STUD WALLS , � r_j GRID MEMBER& CLOSURE ANGLE GENERAL NOTES C1] : o #8 @ 12"0/C TYP 1��,i rallIMMV/1 F— -.....�. I �• p OTM= �► T Topp c� � I-- ,›-- ' 1/2"CLEAR TEMPERED GLASS W/ 4 >�� V 1.ALL METAL STUDS OR FURRING STRIPS SHALL BE 16'O.0 TO MEET DEFLECTION CRITERIA LJ240 MIN.,L/360 IS ACCEPTABLE. I= . 1\i _ BOXED HEADER WITH (2) 362S POLISHED EDGES. 9-6" 1 GYPSUM BOARD Q 162-43 AND(2) 362T 150-54 2.ALL METAL STUDS SHOULD BE 20 GAUGE,U.N.O. (33 MIL MIN @ 3 fr FULL HT WALLS>= 14-0'IN HT.) �t 5 (2) 362 S 162-54 JAMB TUD W/ ACT PER RCP ._ BOXED HEADER W/(2) 362S 3.ALL GYPSUM WALL BOARD TO BE 5/8'TYPE X,U.N.O. CI t4 / GYP. BOARD 33 MIL CAP TRACK 162-43 & (2) 33 MTL TRACKS 4.WHERE OCCUR,ALL FIRE RATED PARTITIONS SHALL COMPLY WITH THE'FIRE RESISTANT DESIGN MANUAL'PUBLISHED BY THE E GYPSUM BLOCKING TO ALIGN WITH TOP OF 6 CLEAR SILICONE SEALANT, TYP• 110100-4 ASSOCIATION AND/OR THE LOCAL GOVERNING BUILDING CODES.CONSTRUCTION PROCEDURES MUST SATISFY ALL REQUIREMENTS OF THE �I ALUMINUM HEAD CHANNEL A5.06 1 GOVERNING AUTHORITIES TO ACHIEVE THE FIRE RATING INDICATED.ALL PENETRATIONS OF THE FIRE PARTITION SHALL BE PROTECTED BY EQUIVALENT FIRE RATED DAMPERS, LABELED DOOR,FRAMES,HARDWARE, ETC. WO1" DEEP CLEAR ANDD ALUMINUM HEAD // OFFICE 5.WHERE OCCUR,FIRE EXTINGUISHER CABINETS AND ELECTRICAL PANELS TO BE FLUSH MOUNTED IN THE FIRE RATED WALLS. VERIFY CHANNEL FASTENED TO CONT. 16 GA RUNNER. LOCATION WITH FIRE DISTRICT CHIEF AL 91-0" [..•,, ,,..., ::.:,:. 9 0 CRL NARROW HEADGYPSUM WALLBOARD PER MANUFACTURES RECOMMENDATIONS. ALIGN BTM. OF CHANNEL WITH GYP BD 6.AT ALL WET/DAMP AREAS USE TYPE"WR" GYP. BD. w I k7.ABOVE ALL ACOUSTIC PARTITIONS PROVIDE 4L0"WIDE ACOUSTICAL BATT INSULATION AT CEILING EACH SIDE OF PARTITION,U.N.O. EQ EQ z'GLASS PANEL DIVIDER GL-1 SET IN CHANNEL11 GYP. BD. AL GN **NOTE: 8.DRYWALL SCREWS ARE NOT ACCEPTABLE FOR ANY MEAL TO WOOD OR METAL TO METAL CONNECTIONS. / W/NEOPRENE SETTING BLOCKS 7 T _ SEE 15/A5.05 FOR PIVOT BASE • 7 9.IN EVERY CASE WHERE METAL FRAMING CONNECTS TO WOOD,INSTALL WITH 1-1/4" TYPE S OVAL HEAD SCREWS OR 8D NAILS.PROVIDE ` -' xJ 1}E EVENT L E9J'IS ME L XYIEFED BETWEEN hE naDrr,L SEED F� 1/2 DIA.WASHERS AT ALL PULL OUT CONNECTIONS.PULL OUT CONNECTIONS ARE WHEN SCREW OR NAIL IS IN VERTICAL ORIENTATION. 7.1 SZ ooa,.Erns er,� ,Etas , y GLASS DOOR PATCH, WHERE OCCURS ccheRT`Ns`` , CO IS' "'®BYMA`FM. 10.IN EVERY CASE WHERE METAL FRAMING CONNECTS TO METAL FRAMING,INSTALL WITH#10 SHEET METAL SCREWS.ALL CONNECTIONS T t D`lD'°°` "') SE"`® AMC. r TO BE SHEAR WITH SCREWS IN HORIZONTAL ORIENTATION. „f �„ MU 5'EC T,D,� � TOWS J MOLD TYP @ CORNERS O N" MICHTHEYYAW , °""�'C° "'�E°EIS E]EFfSS.Y LN.CED TO SL C]1 ISE.REPFCOUCTITht PUBUCATIOYOR E LSE BY ANY METHOD,w MICLE OR N PLATT,IS PROF�B®TIRE TO THE PI.4feS& KICKER NOTES DRECJICATIONS '"TIE A PR VIEJAT O9 GLASS WALL HEAD 10. FRAMELESS RECITES 11 GLASS PIVOT DOOR HEAD CONIPCTNIIHTF6EPLNSSSPCCF�'.•.TIOrS 5FW1COf6IRUlE PRIM FNS CADENCE OF TIE ACCEPTANCE EPTANCE DF THEg RESTFIC XINS. ORIGINAL SCALE 3" - t'-0' ORIGINAL SCALE:3"= 1-0" ORIGINAL SCALE:3"= 1'-0' PROJECT NUMBER: 16058 KICKERS AS FOLLOWS PLOT DATE: 170213 Lmax KICKER MEMBER SIZE TEAM: HG,ESS,GCB,MBL TEMPERED FULL-LITE GLASS DOOR REVISION LOG:12' 362S 162-33 k FLOOR CLOSER/PIVOT CAST IN EXISTING SLAB 1 'GLASS PANEL DIVIDER GL-1 SET IN CHANNEL 15' 362S 162-43 GLASS PANEL DIVIDER SET IN CHANNEL W/ SEE MANUFACTURE FOR CEMENT CASE W/NEOPRENE SETTING BLOCKS NEOPRENE SETTING BLOCKS 18' 3625 200-43 rili,---------- PATCH SLAB Ill 4" SQUARE SIDELIGHT RAIL WITH 1/4" SADDLE2a BACK TO BACK 3625 162 a3 wr#8 @ 12"O.C. AND SETTING BLOCK BOTTOM, CLAD OR NON — DORMA BTS-80-2 FLOOR CLOSER, SPECIAL I 1=1 CLAD: DARK BRONZE TO MATCH DOOR TYPE A CEMENT CASE, SPINDLE, FRONT ANCHOR RECESS BASE CHANNEL, USE BLOCKING HARDWARE BRACKET, COVER PLATE FURNISHED BY WHERE NECESSARY ,_. ' ''.,' / BLUMCRAFT. (TYPICAL) FASTENER: 1/4 DIA. HILTI KWIK HUS-EZ SCREW. 2 k GYP '' 1/2" MIN. EMBEDMENT @ 36" O.C. (REFER: ICC BOX MUST BE SECURELY GROUTED INTO 71-0 314" DEEP CLEAR ANDD ALUMINUM HEAD '� REPORT ESR 3027) `.1 _ CONCRETE FLOOR STRUCTURE AT INSTALLATION CHANNEL FASTENED TO CONT. 16 GA RUNNER. USING NON-SHRINK OR EXPANDING TYPE GROUT ALIGN BTM. OF CHANNEL WITH GYP. BD •,1 1. (NOT BY BLUMCRAFT) k- i BLUMCRAFT SUGGESTS THE FOLLOWING _ SHEET, i FLOOR PREPARATION DIMENSIONS: INTERIOR 3" (+118" -0") DEEP, DETAILS 41/2" (+1/4", -0") WIDE, 14" (+1/8", -0") LONG. 13. GLASS WALL BASE 14. GLASS PIVOT DOOR BASE 15, GLASS CLERESTORY BASE ORIGINAL SCALE:3" = 1'-0" ORIGINAL SCALE:6'= 1'-0" ORIGINAL SCALE:6'=1'-Q' 4 8'' MAX r 12 GA DROP WIRE@ _,,c_ ii �'� 48" O.C. MAX i WALL HEAD PER WALL zo `� = TYPE TAG ARMSTRONG BERG 2 CLIP © ' .l o ° ° ° S --� ' ► (CLIP TO CLOSURE 8 MAX/ DESIGN STUDIO \ ANGLE) CLOSURE ANGLE, 12 + architecture ., • ARMSTRONG BERC 2 CLIP A .7', \-ARMSTRONG MAIN BEAM, WHERE x` FASTEN IN04,-- ,- PRI (CLIP TO CLOSURE 8" MAX. L Q Q © o p QE METER HANGERCLOSURE ANGLE, 12 OCCURS, SEE MANUFACTURE �. _ �S= _ �� m n TO STUDS / � WIRE,O ANGLE) -14411'�, SEE RCP . . SEE RCR ,c .o 2505 se 11th Ave I Sty 268 ACT, SEE SCHEDULE %'-- '- D �!` -� portland , Dragon 97202 ACTT r: ACT1� • • MAIN RUNNER, 1O FASTEN IN PERIMETER HANGER somdesignstudia . com / ANGLE MOLDING WITH ARMSTRONG ,_ AiTO STUDS / �� WIRE, 3 503 7 1 5 5847 p h I f a x --, aw` aY ARMSTRONG BERC2 ALTERNATIVE: FASTENER • • 4 f, O CLIPS, SEE MANUFACTURE DROP CEILING WHERE OCCURS, SEE RCP O o '°• MAIN RUNNER, 1 _ 1114414111 �; CHANNEL MOLDING -GRID SYSTEM RATING: HEAVY-DUTY . •� / 4 •y ;•--- "' AT CURVED SOFFIT, (2) LAYER 1/4" ill GYPSUM BOARD -CLOSURE ANGLE: 7A' INCH • • �o• r All • ` a IIIP -ATTACHED • GRID ON TWO ADJACENT WALLS WITH BERC2 CLIP. � �D Ake, 11° ,� i GWB. PAINT TO MATCH UNDERSIDE. BOXED HEADER W1(2) 362 S NOTE: ATTACHING BERC2 CLIP TO WALL SECURES GRID TO CLOSURE ANGLE �' • •� 49 PT 1 INAife01 125 33& (2) 54 MTL TRACKS, AND ELIMINATES NEED FOR POP RIVETS THROUGH VISIBLE PART OF CLOSURE ANGLE. 11 ` • W %7c4, �'BRACE AS REQUIRED 0r N • c'' -- ` I -PROVIDE 314 INCH CLEARANCE ON UNATTACHED ENDS, WITH BERC2 CLIP. • •a b+ x / /* '� -- f , , 8'-0{' * BACK TO BACK 362S 162-54 -PROVIDE BERC2 CLIP AT ALL FOUR WALLS p � � TRANSITION CLIPS • a�EGa GYP. BO JAMB STUD EA. END. to PT 1 PT- ALT SEISMIC JOINT-ARMSTRONG ALT,SEISMIC JOINT-ARMSTRONG �V� 01 GYP. BOARD SOFFIT 02 STEP CEILING AT HEADER 03 BERC 2 SYSTEM (ATTACHED) 04 BERC 2 SYSTEM (UNATTACHED) OF 0 ORIGINAL SCALE:3' = 1'-0" ORIGINAL SCALE:3"= 1'-0" ORIGINAL SCALE:3"= 1'-0" ORIGINAL SCALE 3'1= 1'-0" TWO (2) MAIN RUNNER TWO FIXTURE HANGING WIRE AT OPPOSITE 7- COMPRESSION STRUT,O STRUCTURE LIGHT CLIPS AT CORNERS SECURED TO STRUCTURE ,� Q O . ; OPPOSITE CORNERS NO. 12 GAGE 111 -SUPPORT WIRE r 8'IAAX ` r . AT 45° EACH D� y5:: O • y9A , 0 r �` k/ COMPRESSION POST AT WAY 3 ;4111P O �� 0 SCHEDULED PARTITION _�.. 4kA57NN12FEETOCTOC . EACH WAY. O tsA,° o ,n2 \ J 0 0 0 , Ir© O 2 Q 4I-0" 5j 1 4I-0" o4M 16 GA. X 4" SHEET METAL 6'MAX. LATERAL BRACE AT 12'O.C.MAX \ `_� ANCHOR TO VERTICAL • �� a Q FRAMING WI (2) #10 GRID SYSTEMS REQUIREMENTS: ( `. rr 11111 SCREWS PER STUD, _' - GRID SYSTEM RATING: HEAVY DUTY. CABINET INSTALLATION - DESIGN REQUIREMENTS: CEILING MUST BE DESIGNED PER STATE OF OREGON 2010 STRUCTURAL HANGER WIRE AT 45 FOUR \-,.::•., �� BY OTHERS. ALIGN WI SPECIALTY CODE FOR SEISMIC CATEGORIES D,E,& F, ASCE 7-02 OR -05, CISCA RECOMMENDATION FOR WAYS `�:,�� CROSS RUNNER -41011,0 MAIN RUNNER, 1O PLAN SHEET METAL BACKING SECTION SEISMIC ZONES 3&4. SCHEDULED EQUIPMENT SAFETY WIRE ATTACHED TO CEILING GRID MAXIMUM RECOMENDED LENGTHS FOR VERTICAL STRUTS OR ACCESSORY Q FIXTURE HOUSING, WRAPPED AROUND FIXTURE EMT CONDUIT Q INSTALLATION: HANGING WIRE MIN. FOUR TIMES. SECURE AT (A) TYPICAL WALL BACKING FOR OBJECTS UNDER 25 LBSI LINEAL FT. 0 \� MAIN RUNNER 112 EMT CONDUIT UP TO 5' 10" Z (1) DIAGONAL CORNERS NOT CONTAINING MAIN / 314"EMT CONDUIT UP TO 7'-8" > N 1 MAIN RUNNERS: 4 FEET 0.0., SUPPORTED WITH NO. 12 GA. WIRES AT 4 FEET 0.0. (OR NO. 10 GA. RUNNER LIGHT CLIPS. �� 1"EMT CONDUIT UP TO s'9° W rr r` WIRES AT 5 FEET O.C.). HANGER ATTACHMENT TO BE DESIGNED TO SUPPORT NOT LESS THAN 200 .I--"� � CROSS RUNNER METAL STUD _ { w CC FE Z POUNDS. `.► SINGLE 1 518"METAL STUD(20 GAUGE) UP TO 12' SCHEDULED PARTITION -- 1.:',':'. r cr 0 TYPICAL BRACING CONNECTION BACK TO BACK 1 518"METAL STUD(20 GAUGE) UP TO 15' V -I u 2 CROSS RUNNERS: RUNNERS SUPPORTED BY MAIN RUNNERS AND CAPABLE OF CARRYING DESIGN SINGLE 2112'METAL STUD(20 GAUGE) UP To 13'-6" ADDITIONAL BLOCKING @ O NOTE: BACK TO BACK 2112"METAL STUD(25 GAUGE) UP T015' UPPER CABINETS, O LOAD WITH DEFLECTION EQUAL TO 1/360 OF ITS SPAN OR LESS. REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56LB OR LESS. LIGHT FIXTURES WEIGHING MORE THAN SHELVES, ETC. \ .‘ : c_) -up 56LB TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE. 07 GRID LATERAL FORCE BRACING 16 GAMETAL STUDS @ z O 3 HANGER WIRE SYSTEM TO BEGIN WITHIN 8 INCHES OF PERIMETER WALL. ORIGINAL SCALE: 1 112°-V-01' EA. SIDE OF BACKING �' 06 LIGHT FIXTURE SUPPORT PLATE, TYP. ,;.,, Q " 4 GRID LATERAL FORCE BRACING: BEGIN WITHIN 6 FEET OF PERIMETER AND WITHIN 2 INCHES OF NOT TO SCALE (3) FULL TURNS WITH N (3) 6"X 16" GA. UN-PUNCHED CROSS RUNNER INTERSECTION. (A.) FOUR (4)-NO. 12 GA. WIRES SECURED TO MAIN RUNNER AND MAIN RUNNER INCH MAXIMUMpp, 0 SHEET METAL TRACK. N) SPLAYED 90 DEGREES FROM EACH OTHER IN PLAN AT AN ANGLE NOT EXCEEDING 45 DEGREES FASCIA MOLDING OR NOTCH FLANGE AT VERT. Q FROM CEILING PLANE. (B.) BRACE AT 12 FEET O.C. EACH WAY, SIMILAR, COLOR TO MATCH FRAMING AND ATTACH W/ 5 COMPRESSION STRUT AT EACH LATERAL GRID BRACING LOCATION. STRUT TO BE ADEQUATE TO 3 8 �'� HANGER WIRE GRID (3) #10 SCREWS @ EA. A5.07 OR A5.07 � STUD ATTACH TO TWO I' RESIST VERTICAL FORCE COMPONENT INDUCED BY BRACING WIRES, SPACED 12 FEET ON CENTER IN l" _ UN-ATTACHED AT WALL TO g STUDS MIN. AND EXTEND BOTH DIRECTIONS. STRUT TO BE COMPATIBLE WITH SUSPENSION SYSTEM. BTRUCYJRE 1 S �� PLAN 6" MIN. BEYOND POINTS SECTION 6 SYSTEM HANGERS MORE THAN 1:6 OUT OF PLUMB, PROVIDE COUNTER SLOPE HANGERS. - OF CONNECTION. (TYPICAL GRID CABINET INSTALLATION POP RIVET TO POP RIVET TO BY OTHERS. ALIGN W/ 7 WHERE HANGER WIRES ARE NOT POSSIBLE DUE TO OBSTRUCTIONS, PROVIDE TRAPEZE OR �T�EE I THE GRID, COLOR TO GRID, COLOR TO TIS ARCHITECTS nFnaR THEYi SHEET METAL BACKING TNTS. °ANYCOP CF °°" "TS" �BYW.-FAX, EQUIVALENT DEVICE. TRAPEZE SUSPENSION FOR SPANS EXCEEDING 48 INCHES TO BE MINIMUM OF MATCH I , MATCH ELECIAONCALLY OR OTHEEWSE THE ORIGINAL dorm AND SEALED E000MflNS SHN.L GMERN. BACK-TO-BACK 1-1/4 INCH COLD ROLLED CHANNELS. ' _ SCHEDULED EQUIPMENT TFIELISEGFTFE�PN AND SPECf1GT1016EMU.&FLEL�3iftlJ1T-BYOTf I ACOUSTICAL CEILING TILE SFE FOR Y THEY WERE 6 PllBLKATIDN THEREOF 6 OR ACCESSORY x PNY I" RqO.W YHIOLE OR II PNMT,5 FA]H9fTm,TIRE TO IFS BANS 8 NOTE: REQUIRED BETWEEN EACH 2,500 SF CEILING AREA OR PROVIDE WALL THROUGH CEILING GRID. IF A xSPECIFICATIONS FIENAN IN THE ARCHITECT WITHOUT PREAJOICE. VISUAL CONTACT WITH TYIESE PLANS&SPECIFICATIONS SHALL R 8 EACH HANGER WIRE ANCHOR TO STRUCTURE CAPABLE OF CARRYING 100 POUNDS MINIMUM. _ O 16 GAMETAL STUDS @ EA. SIDE OF OF TFE ACCEPTANCE OF THERE NESTI TC.a 1- SEISMIC SEPARATION IS REQUIRED, AN APPROVED PROPRIETARY JOINT MAY BE USED, OR THE GENERIC BACKING PLATE, TIP. J JOINT DETAILED HERE. THE AMOUNT OF FREE MOVEMENT SHALL BE A MINIMUM OF 3/4 INCH. PROJECT NUMBER: 16058 9 LIGHT FIXTURE SUPPORT: DETAIL 6 = 2,500' < Q 11 GRID SEISMIC JOINT '+ MAX PLOT DATE: 170213 A. WITH SUSPENSION SYSTEMS, NO. 12 GA. HANGERS TO BE ATTACHED TO GRID MEMBERS Q o ORIGINAL SCALE:1 112"=1'-0" 6"X '-06"X 16" GA. UNPUNCHED SHEET" METAL TRACK. NOTCH FLANGE AT k '� TEAM: HG,ESS,GCB,MBL LLJWITHIN 3"OF EACH CORNER OF EACH FIXTURE TANDEM FIXTURES MAY USE COMMON WIRES. V cc 4" MAX. PROJECTION VERT. FRAMING AND ATTACH W/ (3) `` REVISION LOG: B. LIGHT FIXTURES WEIGHING LESS THAN 56 LBS. REQUIRE (2)-NO. 12 GA. SLACK WIRES FROM < E / / #10 SCREWS @ EA. STUD ATTACH FIXTURE HOUSING TO STRUCTURE ABOVE. Q 2 I TO TWO STUDS MIN. AND EXTEND C. LIGHT FIXTURES IN EXCESS OF 56 LBS. TO BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE, = (� �7. 6" MIN. BEYOND POINTS OF ,,, WIRES MUST BE TAUT. ✓' CONNECTION. ,, ISOMETRIC D. LIGHT FIXTURES TO BE POSITIVELY ATTACHED TO GRID SYSTEM. ATTACHMENT DEVICE TO I CARRY 100 PERCENT OF LIGHT FIXTURE WEIGHT ACTING IN ANY DIRECTION. 2 3 occ (B) TYPICAL WALL BACKING FOR OBJECTS W/ MAXIMUM VERT CAL LOAD OF 100 LBS/ LINEAL FT. A5.07 A5 07 _" �—� FIRE EXTINGUISHER CABINET u_ j a z OR 250 LBS POINT LOAD 10 PROVIDE SEISMIC JOINTS WHERE CEILING AREA EXCEEDS 2,500 SQ, FT, OR PROVIDE FULL HEIGHT PARTITION. OR - x NOTE: ci I-1-1 11 2 INCH CLOSURE ANGLE AT PERIMETER OF EACH 2,500 SF SUSPENDED CEILING SYSTEM, (2) SIDES 8 Lllz 1. COORD NATE BACKING PLATE LOCATION WITH ACCESSORY MANUFACTURER MOUNTING ADJACENT SIDES TO BE A5.07 INSTRUCTIONS. TO BE ATTACHED TO ADJACENT WALLS (PER DETAIL 2), (2) OPPOSITEo a UNATTACHED (PER DETAIL 3). y� SEE WALL TYPES FOR THICKNESS wCI- 2. SEE STRUCTURAL ENGINEER FOR BLOCKING FRAMING FOR HEAVIER LOADING, SHEET m -i 3. PROVIDE BACKING AT ITEMS SUCH AS SHELVING, MILLWORK, RESTROOM FIXTURES, _ _ AND MATERIALS o < HANDRAILS, GRAB BARS, SIGNAGE AND TOILET ACCESSORY ANCHORAGES, ETC. AS INTERIOR 12 WHERE SPRINKLER HEADS AND OTHER PENETRATIONS OCCUR, PROVIDE 2 INCH OVERSIZED ATTACHED ESCUTCHEON OR ADAPTER TO ALLOW AT LEAST 1 INCH MOVEMENT IN ALL HORIZONTAL 2w a REQUIRED FOR PROPER ATTACHMENT AND AS REQUIRED BY THE G.C. DETAILS DIRECTIONS, OR PROVIDE STANDARD ESCUTCHEON AND PENETRATIONS WITH FLEXIBLE HEAD A5.07 . � j BOTTOM OF CAB. MAX 27"A.F.F. m o Q co CONNECTION. 0 WI 13 SUSPENDED CEILING NOTES 14 TYP, SUSPENDED CLG PLAN 15 SEMI-REO SSED FIRE CABINET o = 16 TYP. BACKING PLATE DETAIL 0 NOT TO SCALE NOT TO SCALE ORIGINAL SCALE:3"= 1-0' F- F- ORIGINAL SCALE 3"= 1`-0" f II I 2 21-1" 2I-1u 4" BACKSPLASH, FINISH PER ELEV. 4" BACKSPLASH FINISH PER ELEV. I I 8 PLASTIC LAMINATE, ALL SURFACES \ I v - COUNTER TOP, FINISH PER ELEV, ` .5 0� - - _� COUNTER TOP, FINISH PER ELEV. DESIGN STUDIO • P.LAM DRAWER WITH FULL DEPTH, FULL I ' L _ _ FIXED 314" P.LAM DRAWER FRONT 1 1 PLASTIC LAMINATE, ALL SURFACES �s� 314" CASE CONSTRUCTION WITH LOW PRESSURE + a r c h i t e c t u r e 1 to EXTENSION HEAVY DUTY HARDWARE / z LAMINATE AT INTERIOR. CLR 314 CASE CONSTRUCTION WITH LOW PRESSURE o 1 1 DOOR PULL HD 1 ,- CLR 3/4" PLASTIC LAMINATE DOOR, FINISH PER • L4MINATE AT INTERIOR. Q DOOR/DRAWER PULL HD 1 0 �' > ELEVATION, TYP. 2505 se 11th Ave I ste 268 •z • z PROVIDE INSULATION AROUND WATER AND DRAIN Q 3/4" PLASTIC LAMINATE DOOR, FINISH PER ELEVATION, s po r t l a n d , O r e g o n 97202 W s 0 m d e 5 i g n s t u d i o - c o x o 3/4"ADJUSTABLE SHELF o LINES FOR ADA ACCESS TYP Lu' ' °� -314"ADJUSTABLE SHELF 5 0 3 , 5 5847 P n I t a x Q ¢ • c„ DRILL FOR ADJ. METAL PIN SHELF SUPPORTS 314"CASE CONSTRUCTION WITH LOW PRESSURE w ° • Lu DRILL FOR ADJ. METAL P N SHELF SUPPORTS Lu • w LAMINATE AT INTERIOR. U' 314"ADJUSTABLE SHELIry 314"CASE CONSTRUCTION WITH LOW PRESSURE DOOR �D =�1 � CO CO LAMINATE AT INTERIOR. 314 W 1 PLAM FACE, EDGES, & BACK. - - DRILL FOR ADJ. METAL PIN SHELF SUPPORTS - DOOR PULL HD 1 1 449 �, ° p t•-ss 314" P.LAM DOOR, FINISH PER ELEV. ' RUBBER BASE PER ELEVATIONS ° • DOOR PULL HD-1 ' I FRIDGE I • i cite ��, ri `� RUBBER BASE PER ELEVATIONS ` , LIGHT VALANCE WITH LED UNDER CABINET FIXTURE ( I L • OREGO 3" / / 3" SEE CEILING PLAN LEGEND. COORDINATE WITH I I O �' ELECTRICAL. I I ?'e OF O � 01. BASE CABINET W/DRAWER 02. BASE COUNTER @ ADA SINK 03. UPPER CABINET 04. UPPER CAB. @ FRIDGE ORIGINAL SCALE:1"= 1'-0" ORIGINAL SCALE 1'1= 1'-0" ORIGINAL SCALE: 1"= 1'-0" ORIGINAL SCALE: 1" = 1'-0" 2'-i" / 4" BACKSPLASH FINISH PER ELEV. TYPICAL STUD WALL / 2, k 1 I-ail .,,, ..,• .. .5 o PCOUNTER TOP, FINISH PER ELEV. '� I / L _ • J P.LAM DRAWER WITH FULL DEPTH, FULL EXTENSION WALL BEYOND,WHERE I HEAVY DUTY HARDWARE 314" P.LAM BRACE EITHER SIDE OF SHELF I JAMB DETAIL OCCURS „ , i 1 . ., , DRAWER PULL HD-1 ... • ....• •• . . . • . , .. . CLR z 314" P.LAM CASE CONSTRUCTION 1/2"FROSTED TEMPERED GLASS W/POLISHED EDGES. --• . . C3 E. 3/4"CASE CONSTRUCTION WITH LOW PRESSURE o `� `" 118"CLEAR SILICONE CAULK JOINT Lu LAMINATE AT INTERIOR. PLASTIC LAMINATE, ALL SURFACES SS-1 SLAB TOP IAA' \ I 114 REVEAL LU - , CO GYP. BD. FINISH WALL BEHIND Q LIGHT VALANCE WITH LED UNDER FACES TO ALIGN "' CABINET FIXTURE, SEE CEILING PLAN Y"TEMPERED GLASS /.1LEGEND. COORDINATE WITH ELECTRICAL. 1/8"X 3I4"X 3/4"DEEP CLEAR ANODkZED \\ RUBBER BASE PER ELEVATIONS-X AIL _\___. 9- BASE DETAIL ALUM.CHANNEL FASTEN TO FLOOR Q RECESSED IN COUNTERTOP D \ 3" (\ WD-1 COUNTERTOP ¢O c cnN 05. BASE CABINET WITH 3 DRAWERS 06, OPEN SHELVES PROVIDE BLOCKING IN 08. SLAB COUNTER REVEAL UJ EF, z ORIGINAL SCALE: 1"= 1'-0" ORIGINAL SCALE: 1"= 1'-0" FEATURE WALL COUNTER AT ORIGINAL SCALE:6"= 1'-0" CC LL 0 GLASS 0 O co _ � 0 zcpcl I < 07. GLASS FINS > ORIGINAL SCALE 1"= 1'-0" ■ ■ f f ■ ■ ■ ■ ■ ■ ■ ■ x x • 100 ■ x x ■ ■ x • A 5.0 SIM 5.0 x ; -1X1 EXISTING BUILDING r • _ • ■ • ■ ■ TRUSSES ■ I. ■ �� ■ • • \ ■ ■ ■ BEND WEB AND • I .• • ,-+ I ATTACH WITH (3) #8 NTME EVENT CONFUOTS AK=NERO SEPAEEN THE OFIGINAL SIGNED ■ ■ ■ �{ CO SEALED DOCUMENTS P BYTRNSWIARCHITECTS D BY M THEN VV^ SCREWS CONSULTANTS, LF ■ ■ I *II ■ Fit ,+ lcuLr oa orrEraw +E awGruL s aNa spaFDOCa1NEN SSHFLLGOVEFIL AND SFECIFICATIONS BE FIESTPCTED TO ■ Low. ■ ■• I ■ IAPRESCHEINAi UWE]E]w�H U �a 1N OR of x ■ ■ ,/ ''■ E7 L7 LMFID TO SUCH L .RFPROO Rola PUBLIraTITO REUSE BY I u ANY MElH00,N WHOLE OR N PART,6 PROFYBIT .TI E TO THE PUNS& 1P -..- : ` 2x6 @ 4-0 0.0. PATI RFA4VN N TIE ARCHITECT WRHOUt FFE.IIAICC VISUAL CONTACTrT Tl-IESE PLANS!,S FC FE ATUS SFWLL OONSITIUTE PRIVM FACE `, ■ I I E1AOBuCf DPTs-E EPrweE oFl}ESE r slril(:lpl a. c,N illi ..a. .1.1.. ■ Z ■ Irp: �� PROJECT NUMBER: 16058 1 j ■ RECESSED CAN LIGHT RECESSED CAN LIGHT ■ _ 1 H2.5a EACH END p , SEE RCP SEE RCP ■ • PLOT DATE: 170213 4 ■ � ° • 1111010p- ■ ■ ■ _ x1111" ' TEAM HG,ESS.GCB, MBL 1-. ■ I ■ ■ 1 ( � REVISION LOG: ACT-2 2 2x6 FROM ACT-2 I ... I • �" • � II• �. . . • TRUSS 1 MO': (3) #8 WOOD SCREWS PANEL POINT �� 1 1 % I 1 _Z 1:; .<.---1 TIT TO TRUSS ..C-'4T - i -v T „� I. PANEL POINT 2 LAYERS 4' GWB AT CURVED tr-----"- 2 LAYERS 4' GWB AT CURVED 362S 162 43 BRACES @ 6 0 O. SOFFIT SOFFIT • 1401-0114 l'- + l' f, I . I~ + if 1! (3) #5 EACH END-WOOD O SCREWS AT WOOD— _ A k `.` CONNECTIONSPT-1 1� �44.4i � � .� PT-1 '� $ 10'-0� --,.F _ ... . ._.�.*::,u . ;"'-...: • 1 a�-0'� GWB GWB ' I EXISTING _ BUILDING W 41 PT 1 8'1 8 PT-1 TRUSSES / / 11.1 \ SHEET6' 4" J� INTERIOR / ACOUSTIC BATT INSULATION — � . ,--. Q - DETAILS _ -'4411. ''''. - 10'-6" ACT-21" 09. SOFFIT SECTION 10. SOFFIT HEAD --Iiik ORIGINAL SCALE: 1/2"= 1'-0" ORIGINAL SCALE 1/2'= 1'-0" ■ 7 AlIlk 3� Ak A4.04 A5.01 A5.01 y EQ y EQ y EQ y ° y A5.01 DOOR SCHEDULE 3 — — I \ \ . 1ii1 3 �� OPENING DOOR FRAME DESIGN STUDIO 1_ 3' 4 (C-4--- A4-- \ © NUMBER TYPE WIDTH HEIGHT MATERIAL TYPE FINISH HARDWARE REMARKS r + a r c h i t e c t u r e A6.03 (E)100 EXTG EXTG EXTG EXTG EXTG EXTG EXTG A5.01/ / A5.01 / // // 14'-0°(VRY} 9'o° CUS CUS GUS / Ne 101 3 KAWNEER DOOR rn 102 WD KD STN 2 3'0" T0" ATM ROOM 2505 se 11th Ave I Ste 268 portland , Oregon 97202 s u m d e s i g n s t u d i o . c o m ti \ - –p \ POCKET 103 4 3'-0" 91-0" GL -- -- PIVOT 503 7 1 5 5847 p h I f a x LL 1 3'-0" T-0" WD/GL KD STN MGR OFFICE r �r L x 106 . �\ 65 5 L T T T ,T _ 107 1 3'0" T 0" WD/GL KD SIN MGR OFFICE 6 6:,k,_ \ \� e �� 14' I \ \ 3 14 108 1 3'0" 7'0" WD/GL KD STN GENERAL %i4t) Ake C VERIFY ON SITE114 A5.01 109 2 3'0" 0 WD KD SIN BATHROOM 110 2 3'0" T-0' WD KD SIN STORAGE • 4.1, c1/44 . O INTERIOR WOOD FACE DOOR W/CENTER LIGHT Q INTERIOR FLUSH WOOD FACE DOOR Co SLIDING GLASS DOOR 0 GLASS PIVOT DOOR ;,.6: z ..< I.- a LE .OREGO TYPE: SOLID CORE TYPE: SOLID CORE MANUFACTURE: KAWNEER i"-4"TEMPERED GLASS ' THICKNESS: 1 314" THICKNESS: 1 314" TYPE : 1010C SLIDER PATCH FITTINGS: UNIVERSAL PT20 AND PT10 GENERAL NOTES' 0 � SPECIES: WALNUT SPECIES: WALNUT GLASS: LAMINATED ALL EXPOSED FITTINGS: DARK BRONZE OF FINISH: TO MATCH ARCHITECT'S SAMPLE FINISH: TO MATCH ARCHITECT'S SAMPLE PANELS: 3 ALL HARDWARE: DARK BRONZE 1.INTERIOR DOOR FRAMES TYPICAL:HOLLOW METAL PAINTED TBD FRAME: TIMELY KNOCK DOWN: TA-28, ALUMINUM. FRAME: TIMELY: TA-28, ALUMINUM. ALL HARDWARE FINISH : DARK BRONZE PIVOT HARDWARE: MFR STANDARD 2.TYPICAL HARDWARE FINISH THROUGHOUT:ANODIZED ALUMINUM 3.USE DOOR STOPS WHEREVER PRACTICAL.DOOR STOPS:DELTANA 1 1/2'UNIVERSAL FLOOR DOOR FRAME FINISH: CHARCOAL(CC401) FRAME FINISH: CHARCOAL (CC401) CLOSER: DORMA BTS80 FLOOR CLOSER, HYDRAULICALLY STOP,FINISH:ANODIZED ALUMINUM CENTER LITE: CLEAR GLASS TEMPERED CONTROLLED, CENTER HUNG PIVOTED DOOR PULLS: CRL/BLUMCRAFT DB140 SERIES GLASS MOUNT 01. DOOR TYPES HANDLE STYLE "KS", FINISH: OIL RUBBED BRONZE EXTG-E EXTG ENTRY DOOR PT PAINTED PT-1 ORIGINAL SCALE 14" = 1'-0" LOCK: THUMBTURN INSIDE, EXTERIOR BOTTOM SECURING EXTG EXTG DOORS RELITE STN STAIN TO MATCH ARCH SAMPLE FOR WD-1 DEADBOLT (OIL RUBBED BRONZE FLOOR MOUNTED STRIKE) SOLD CORE 1 3/4'THICK WOOD DOOR HM HOLLOW METAL WD/GL SOLID CORE 1 3/4'THICK WOOD WITH RELITE CUS CUSTOM SEE SPEC STL 1 314"STEEL DOOR-FIRE RATED STD BUILDING STANDARD A5.01 **SIZE DOOR ACCORDINGLY FOR FLOOR TO CEILING BRUSH M-EXTG MATCH EXISTING DOOR WMF WELDED METAL FRAME SIM MIL HOLLOW METAL DOOR GL GLASS 11-2" GASKETS ON ALL SIDES FOR ACOUSTICS © A RELITE HARDWARE GROUPS A5.01 SIM FINISH: TO MATCH ARCHITECT'S SAMPLE FRAME: TIMELY KNOCK DOWN: TA-28, ALUMINUM. GENERAL 1 SCHLAGE ND SERIES ATHENS LEVER LATCH SET,FINISH:OIL RUBBED BRONZE PIVOT ALL HARDWARE : DARK BRONZE PASSAGE STYLE LATCH SET PIVOT HARDWARE:MFR STANDARD FRAME FINISH: CHARCOAL (00401) 1 SET BUTT HINGES CLOSER:DORMA BTS80 FLOOR CLOSER, CENTER LITE: CLEAR GLASS TEMPERED 1 DOOR STOP HYDRAULICALLY CONTROLLED, 1 SET OF SILENCERS CENTER HUNG PIVOTED DOOR PULLS:CRL/BLUMCRAFT DB140 SERIES GLASS MOUNT 611 A L FINISH:OIL UBRONZE .�' TYP. DOOR OFFSET @ PERPENDICULAR WALL LOCK:THUMBTURN INSIDE, 3: o EXTERIOR BOTTOM SECURING DEADBOLT 7,-cr 02. RELITE TYPES 1 (OIL RUBBED BRONZE FLOOR MOUNTED STRIKE) �W � ORIGINAL SCALE:1I4" = 1'-0" W W Z ATM ROOM 1 SCHLAGE ND SERIES ATHENS LEVER LATCH SET,FINISH:OIL RUBBED BRONZE MGR 1 SCHLAGE FIXED LEVER HANDLES,FINISH:OIL RUBBED BRONZE O 1 STOREROOM STYLE LOCK OFFICE 1 SET BUTT HINGES r J w ' 1 SET BUTT HINGES 1 ROLLER CATCHES CJ O 1 CLOSER&LATCH:CORBIN RUSSWIN DC3210,FINISH:690 1 SET OF SILENCERS r = O _ 1 DOOR STOPy J 1 DOOR SCOPE OD 1 SET OF SILENCERS 1/2" CLEAR TEMPERED GLASS WI / 0 \ TOE KICKPLATE AT PUSH SIDE OF DOOR:8"x34"ANODIZED ALUMINUM = op H0- 13 , POLISHED EDGES. 7 4 SWITCH I GANG A5.01 (2) 362 200-54 JAMB STUD WI \ CE cJ ..i.04..... ...-------- . 33MIL CAP TRACKS KAWNEER DOOR TO REMAIN OPEN AND STORED IN POCKET DURING BUSINESS HOURS. BATHROOM 1 SCHLAGE ND SERIES ATHENS LEVER LATCH SET, Q s',-'4'''' -` •'''''''14.7.-•• DOOR FRAME BOLTED OR WELDEDI. • F- ; D I \ DOOR FINISH:OIL RUBBED BRONZE z LOCKING HARDWARE PER MANUFACTURER. 1 BATHROOM LOCKSET TO POST � < c� 1 SET BUTT HINGES FINISH:OIL RUBBED BRONZE 1 DOOR STOP $" GYP SURROUND @ POST C 1 SET OF SILENCERS �� I w 1 OCCUPANCY INDICATOR H-� 1 CLOSER&LATCH:CORBIN RUSSWIN DC3210,FINISH:626 1 J-MOLD TYP @ CORNERS o (--D LLn 4_ \ LJ C) #8 @ 12" 0/C. TYP. \ m N THE EVENT CONFLICTS S ARE DSCO,EAFO BETWEEN T}E OFIGUN_SICK MO SEAM)DOCUMENTS FREPAED BY THE ARCHITECTS ANXIR E-ER I C'7 CONSULTANTS,AND ANY COW OF hE COCLMffMS TRA'aJrT BY M I,FAY, FLECTFOFICALLY OR OTHERWISE, THE OPoC31AL SG.ED NET SEALED CCCUMENTS SKN1 GOVERN FRAMELESS GLASS DOOR PER SCHEDULE THE USE OF 11-ESE PUNS AND SPECIFICAT30NS SHALL BE FEiFPoCTED TO TFE _. OL iGNnL SITE FU V BH THEY WERE PFEPA�&FUBLKYTTB THEREOF S SEE 14/A5.01 FOR PIVOT @ SLAB I I \ \ \ \ \FIN FLOOR E) YLMNI WEEXE CFIUSE FFTt, CIROHBIED,ERE TIE PLANS BY ANY SSLY LI.T riTT)S H N PART,O UCIC,PUBLICATION TIRE TO R RNS d SPCCFI AI NS FEM N N ME NES-ITECT WIHOUT RE.LAICE VISUAL UNDERCUT DOOR AS REQ. TO CLR FLOOR OUTLETS CONTACOF T NCH E tOFTh L „EPI FACE k�ONTACT NCH THE LBANS.5 OFTFEg FO iT SEMIN'u. FIN. PROJECT NUMBER: 16058 03 PIVOT DOOR JAMB 04 STANDARD MOUNTING HEIGHTS PLOT DATE: 170213 ORIGINAL SCALE:3'= 1'-0" ORIGINAL SCALE:314"= 1'-0" TEAM: HG,ESS,GCB,MBL REVISION LOG: LVT TILE CARPET AS SCHEDULED EDGE PROFILE, VFY MEETS ADA EDGE PROFILE '-' ' 2 L1/T-1 A �� EDGE PROFILE SCHLUTER: RONDEC (BRUSHED ALUMINUM) SCHLUTER: RENO-T (BRUSHED ALUMINUM) I SCHLUTER: JOLLY (BRUSHED ALUMINUM) VERIFY TYPE AGAINST LVT&CARPET THICKNESSES 1 [::::""" s SET IN CONTACT ADHESIVE SET IN CONTACT ADHESIVE CARPET AS SCHEDULED EDGE PROFILE, VFY MEETS ADA N SCHLUTER: RENO-U (BRUSHED ALUMINUM) CARPET AS SCHEDULED COORDINATE W/SCHLUTER FOR ADA TRANSITION NOTE: HEAT SEAL CARPET AT ALL POINTS WHICH TILE. COORDINATE TILE HT. W/TRIM TILE AS SCHEDULED \ C` (, _1 • i I ill 1 FF l 11111 , NOTE: HEAT SEAL CARPET AT ALL POINTS WHICH7•,Hd11.11, i II II if�Itti TRANSITION TO ANOTHER MATERIAL, TYP. • FOR APPROPRIATE ADA TRANSITION ' FEATHER CONCRETE AS NEEDED TO PROVIDE TRANSITION TO ANOTHER MATERIAL, TYP. FLUSH TRANSITION OF SURFACES (24" MIN) ,,,r_. '1 -' . i NOTE: HEAT SEAL CARPET AT SHEET: ALL POINTS WHICH TRANSITION p DOOR 4 J TO ANOTHER MATERIAL, TYP. G I �_. SCHEDULE 1 05 CARPET TO LVT TRANSITION 06 CARPET TO LII— TRANSITION 07 TILE TO LVT TRANSITION 08 VERTICAL TILE TRANSITION FULL SIZE FULL SIZE FULL SIZE FULL SIZE DESIGN STUDIO + architecture 0 0 3 0 5 Q 51 2505 se 1 1 th Ave I ste 268 portiand , Oregon 97202 s503 7rn 715 s 15847tU pIh o ICfax .,,, W i, 449 .a . r ...„.•............•...•..4...... .. v,,,MA....W..............• ' °, � . �- CI ii. / OF �� _ _ cifni (� `- Aio i ► sliiiiiv.� /,• 0.�- - --I '.t -- �Y� 'hK �. + .. .M, /�/• / L OREGO I +N • 0 40,,,-.„...„14:14 �/ /./ /// ''',..',:,.. :1 ..,,,i:.: ,..,.;. �� © /i///;// /..>.- -e. /// .!!! 444.44,04 CON 1r // .. ,<-.. < < ... 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' a _1 -0 all N- ' -. , 41111 N N %,„,......v.....,,, 0,L.i',"4.„._411"1,,, „4„:.,:”'-.....,,.....,,,,...-4-; D 0 N Aa. �!+li=+li_+!+� ,t%... .1;41.11.4.,tt\teg!.L.: ._ %I'-,- 11017A111 — • AY `.i�:i!i11LANtlIt•WP!AMAMi:O,tr!iii!iii!i!i!i!i,..4;MMi il.M.Ws ire: i!i�isi�i!+*iL+ri+iyi:�rii�!%+�° O W Z 7 m U o CIS0 cc o U 0 CD (121-1 Lu("--' cn Cr) 0 Q H- / c .1 1 © 4 s ® o o FURNITURE & ELECTRICAL PLANS FOR REFERENCE ONLY ai. ELECTRICAL/ FINISH PAN �1 ORIGINAL SCALE:114"= 1'0" N TFE EVENT COWUC S AFE DISCOVERED BETWEEN THE OFOCiNAL SIGNED FA AN)sED ooaae�rrs PFCPAFED er nE wantc:rs maul TPEF7 aoFs imrs,AAD. caw OF THE 000NENTS TRANSMITTED 8Y PAALFAV. FlECTRONCA LV CN 011.EFFAEE. TFE °R O AL SIGNED AM SE/am FINISH P_AN NOTES SHEET KEY FINISH SCHEDULE DO FS `E` " TFE USE OF MESE PINS AND SPEOGCATIONS SHALL BE FES FIC.'IED TO THE FFA J 4 sac FTa7 MICR ThEY WERE PFOAPED A Fti.WATION 1FEFECF 5 E76iESSLY LAMED TO5.01 LEE-IEPRODUC1304,F'a CATION 01 RE-USE eY ANY I.EWH.O.N WHOLE aR N PART,IS PROFR'IED TIRE TO 7Ff PLANS& SPECIRCATIOF6 FEMAT1 N Tlf ARG1TECT WITHOUT PFEJUDICE YSLW. CONTACT WRH 11-6E PLANS S SPECIFICATIONS SFOLL CC STIR1iE Fi.AA FAL$ 1.ALL FINISHES TO BE APPLIED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS AND NEW TENANT WALL ACOUSTIC CEILING TILE CARPET PLASTIC LAMINATE PAINT SOLID SURFACE-STONE SLAB EVICIBNCECF THE ACCEPTANCE OF THESE /DFS RECOMMENDATIONS FOR THE PARTICULAR SURFACE. ACT-1 MANUFACTURE:ARMSTRONG CPT- 1 MODULAR,TBD PL-1 MANUFACTURER:WILSONART PT- 1 MANUFACTURE:BENJAMIN MOORE SS-1 DISTRIBUTOR WILSONART F 1 EXISTING WALL TO REMAIN TILE SERIES:OPTIMA VECTOR#3900 CONTRACTOR TO PROVIDE ALLOWANCE AT PATTERN:TBD COLOR: MANUFACTURER:WILSONART QUARTZ PROJECT NUMBER: 16058 2 ALL WALLS TO BE PT-1 U.N.O. TILE SIZE/COLOR:12'x 12°WHITE $28/YD MATERIALS SHEEN:EGGSHELL COLOR/STYLE: ,.valtiTS��' EXISTING EXTERIOR WALL OR STRUCTURE TO REMAIN GRID: PRELUDE SUSPENSION SYSTEM WITH CROSS TEE. PL-2 MANUFACTURER:WILSONART SIZE: PLOT DATE: 170213 3 ALL HARD CEILINGS TO BE PT-1 U.N.O. ALL EXPOSED INSULATION TO BE PT-2 U.N.O. '�'�'�'�'��'�'iPATTERN:TBD MANUFACTURE: GRID SIZE/COLOR: 15116"WHITE CPT-2 MODULAR,TBD PT-2 PRICING CONTACT: TEAM; HG,ESS,GCB,MBL AREA PART OF TENANT WORK CONTRACTOR TO PROVIDE ALLOWANCE AT COLOR: 4.ACCENT PAINT LOCATIONS TO BE VERIFIED BY DESIGNER IN FIELD PRIOR TO APPLICATION MANUFACTURE:ARMSTRONG $281YD MATERIALS PL-3 MANUFACTURER WILSONART SHEEN: SS-2 DISTRIBUTOR PENTAL REVISION LOG. ACT-2 E EXISTING SERIES:WOODWORKS GRILLE,SOLID WOOD TEGULAR PANELS PATTERN:TBD MANUFACTURER:PENTAL QUARTZ 5.RUN ALL LVT FLOORING UNDER CASEWORK-INCLUDING WHERE ELECTRICAL TROUGH OCCURS STYLE: 15/16"TEGULAR W/HORIZONTAL BLADES WOM-1 TBD PT-3 MANUFACTURE: COLOR/STYLE: TILE SIZE/COLOR:SIZE TBD!WALNUT CONTRACTOR TO PROVIDE ALLOWANCE AT PL-4 MANUFACTURER WILSONART COLOR: SIZE- 411) EXISTING DOOR/DOOR SYMBOL GRID PRELUDE XL(BLACK),360 DEGREE PAINTED WI 4'CROSS TEE ROUTE $28/YD MATERIALS PATTERN:TBD SHEEN:EGGSHELL PRICING CONTACT: HOLES T 12" KEYNOTES NOTE: INSTALL BLACK SCRIM BEHIND GRILL TO HIDE CEILING BEYOND PT-4 MANUFACTURE: > NEW DOOR/DOOR SYMBOL-SEE SHEET A6.01 FOR TYPES INSTALL BLACK MANUFACTURERS TRIM AT PERIMETER&END PIECES COLOR: T-1 TILE BASE SHEEN:EGGSHELL MANUFACTURER:TBD B-1 MANUFACTURE FLEXCO,RUBBER BASE LVT-1 RESILIENT FLOOR STYLE: O ALL FURNITURE TO BE COORDINATED WITH NW OFFICE INTERIORS. COLOR 038 OUTER BANKS MANUFACTURER: PT-5 MANUFACTURE: SIZE: SIZE:4"COVED PATTERN: COLOR: GROUT: - 0 START TILE AT THIS POINT. N NEW DUPLEX OUTLET (N+ INDICATES 42"AFF) COLOR: SHEEN:EGGSHELL SIZE: T-2 MANUFACTURER:TBD 0 ALIGN CARPET TRANSITION AT BASE OF GLASS. N NEW FOURPLEX OUTLET (N+INDICATES 42"AFF) STYLE: SIZE: 0 PREP LEVEL 5 FINISH FOR FUTURE GRAPHIC. FE D NEW FOURPLEX OUTLET ON DEDICATED CIRCUIT FOR COPY MACHINE GROUT: O EXTG ELECTRICAL PANEL, PAINT TO MATCH WALL FINISH.36 X 36"CLEAR SPACE CENTERED ON N NEW FOURPLEX DATA OUTLET PANEL. WD-1 WOOD VENEER SHEET 66 CONTRACTOR TO PROVIDE BLOCKING IN WALL FOR WALL MOUNTED LGD MONITOR, (CENTER LINE NEW RECESSED FIRE EXTINGUISHER,PAINT TO MATCH WALL. MANUFACTURER:APL/WOOD OF MONITOR TO BE @ HEIGHT OF OUTLETS.)SIZE OF TV TO BE COORDINATED WITH ADVANTIS SPECIES:AW 03 WENGE,QUARTERED FINISH FURNITURE & GRAIN:VERTICAL CREDIT UNION. Q COPY MACHINE LOCATION. ELECTRICAL LOCATIONS SHOWN ARE ELECTRICAL PLAN OB GREET STATION.CENTER FLOOR OUTLETS UNDER CASEWORK. SCHEMATIC AND PROVIDED TO SHOW THE 0 PROVIDE DEDICATED CIRCUIT FOR I.T.RACK, (16)TOTAL 4X4 PLEX HEIGHT TBD,RUN DATA FROM INTENT OF THE COMPLETED INSTALLATION. DEMARC.VERIFY AND COORDINATE ELECTRICAL AND DATA IN THIS LOCATION WITH ADVANTIS. VERIFY LOCATI ONS WITH ELECTRICIAN AND 10 PROVIDE ELEC.FOR GARBAGE DISPOSAL UNDER COUNTER TENANT. 1 t COORDINATE NECESSARY ELECTRICAL @ FURNITURE WITH ADVANTIS AND NW OFFICE INTERIORS. OUTLETS TO BE CONCEALED BEHIND FURNITURE WHERE OCCURS. A7 . 11