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Plans (8) BU P2018-00329 { 1 I GENERAL NOTES VICINITY MAP MALL KEY PLAN MORPHE 1. THE COMPLETE CONSTRUCTION DOCUMENT SET IS INCLUSIVE OF THE DRAWING SHEETS LISTED IN THE SPACE #B07 DISTANCE TO LANDLORD'S DRAWING INDEX,THE TENANT INVITATION TO BID PACKAGE,AND ALL MALL CONSTRUCTION TELECOMM. DISTRIBUTION REQUIREMENTS. AREA: ±40 LF AND UP (1) 2. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD is tsa�sESs �� JCPenney _®� • LEVEL FROM SPACE (VERIFY IN CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN (CONFIRM THESE FIELD �'`".� I; " :+ L FIELD PRIOR TO BID) NI ( ) It, P 1-1 IA] CONDITIONS PRIOR TO SUBMITTING BID PROPOSAL). ANY CONFLICTS OR OMISSIONS, ETC.,SHALL BE �:y d. i J - . •-- _ ; � . IMMEDIATELY REPORTED TO THE TENANT PROJECT MANAGER&ARCHITECT FOR CLARIFICATION PRIOR P a`' �,® . F DISTANCE TO LANDLORD'S ,oina,nr`sxlah © ELECTRICAL DISTRIBUTION TO THE PERFORMANCE OF ANY WORK IN QUESTION. 9"tV:;,oa�r a _••� N field Melt Rack a: Taut91. m, ,- y - 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR PAYING FOR AND PROCURING BUILDING PERMITS L'ascaorwaxsp „ r _.. AREA: ±40 LF AND UP (1) DICK'S (INCLUDING SUBCONTRACTORS, HVAC, ELECTRICAL, PLUMBING, ETC.). g "'"` ' CORNER SPORTING r �m LEVEL FROM SPACE (VERIFY IN GOODS I FIELD PRIOR TO BID) 4. SUBMIT A SPECIFIC CONSTRUCTION SCHEDULE AND A SCHEDULE OF REQUIRED SUBMITTALS TO THE f aIk j L J PROJECT MANAGER WITHIN SEVEN DAYS AFTER THE AWARD OF THE CONTRACT. �5. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACTOR w 'NOT IN CONTRACT, CONTRACTOR SHALL BE RESPONSIBLE FOR LOSS AND/OR DAMAGE TO THESE ITEMS. "" J -6. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT ='° F MORPHS A I 0 R P H Ex zr22 FOURTH STREET,4TH FLOOR LIGHTING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE COD1 S SAN FNCISCO,CALEFORNIA 9403 v. _ ' : I , ^Ceescent,cove Cenp«pry�,Mauscicuni 7. DURING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ADJACENT AND „� NEIGHBORING TENANTS. :r. MACY'S - i - 8. TYP.' SHOULD MEAN THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS `` '- ~~~ cp rt i° y P 3' ' THROUGHOUT. UNLESS OTHERWISE NOTED, DETAILS ARE USUALLY KEYED AND NOTED'TYP.' ONLY STORE #040 i a Eli III II • ONCE WHEN THEY FIRST OCCUR. i. � I � L els ,x° v '' NORDSTROM 9. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE WASHINGTON SQUAREr3, ARCHITECTS inY� CONTRACTOR SHALL ALERT THE TENANT PROJECT MANAGER AND THE ARCHITECT OF ANY GROSS z4'04, A�� ` ~�� 2145 Ford Parkway, Suite 301 INCONSISTENCIES BETWEEN SCALED DIMENSIONS AND WRITTEN DIMENSIONS. r ~ SPACE #: B07 °°�Qa 1/ Saint Paul, Minnesota 55116 10. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT DIMENSIONS 9585 SW WASHINGTON SQUARE RD. "� . e .v I .,. .....z.:1- .� . AND NUMBER OF ITEMS PROVIDED. UPON DISCOVERY OF DISCREPANCIES BETWEEN ARCHITECTURAL TIGARD, OR 97223 � __ .- i `� B : _ 651.690.5525 DRAWINGS AND ENGINEERING DRAWINGS,THE GENERAL CONTRACTOR SHALL NOTIFY THE TENANT r www.finn-danleis.com PROJECT MANAGER IMMEDIATELY. WASHINGTON SQUARE r DISTANCE TO 7 11. HORIZONTAL DIMENSIONS ARE SHOWN FROM THE FINISHED FACE OF CONSTRUCTION, UNLESS TIGARD, OR 97223 LOCATION OF LANDLORD'S LANDLORD'S CLOSEST OTHERWISE NOTED. PUBLIC RESTROOMS PUBLIC RESTROOMS: /� CONSULTANTS: 12. VERTICAL DIMENSIONS ARE FROM THE TOP OF FLOOR FINISH, ESTABLISHED BY THE CONTRACTOR 0 ±210 LF FROM SPACE k�,// SUBJECT TO THE APPROVAL OF THE TENANT OR ARCHITECT, UNLESS OTHERWISE NOTED. L I LEVEL 1 OF 1 @ TENANT SPACE W/LANDLORD MECHANICAL MEZZANINE ABOVE PORTION OF SPACE 13. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT THE APPROVAL OF THE TENANT PROJECT MANAGER OR THE ARCHITECT UNLESS NOTED+/-. 14. DO NOT SUBSTITUTE, REVISE, OR CHANGE THE WORK WITHOUT THE WRITTEN CONSENT OF THE TENANT PROJECT MANAGER. RECEIVED 15. COORDINATE ALL WORK AS REQUIRED WITH THE LANDLORD'S REPRESENTATIVE INCLUDING CODE SYNOPSIS SQUARE FOOT BREAKDOWN PROJECT TEAM DRAWING INDEX COMPLIANCE WITH "MALL WORKING RULES", LOCAL NOISE ORDINANCES,THE USE OF ELEVATORS, NOV 13 2O1$ TEMPORARY STORAGE, LOADING DOCKS, BUILDING KEYING SYSTEMS, ETC. PROVIDE NECESSARY AREA OCCUPANT OCCUPANT LANDLORD: THE MACERICH COMPANY OWNER/ MORPHS, LLC ARCHITECTURAL BARRICADES, LIGHTING,SIGNAGE,AND GUARDRAILS AS REQUIRED BY OWNER AND/OR APPLICABLE APPLICABLE CODES EDITION REGULATORY ADVISORY FOR THE PROTECTION OF BUILDING OCCUPANTS, WORKERS AND PEDESTRIANS. BREAKDOWN: (SQ. FT.) LOAD FACTOR LOAD 11411 N TATUM BLVD TENANT: 22 4TH STREET,4TH FLOOR CITY OF TIGARD BUILDING CODE: OREGON STRUCTURAL SPECIALTY CODE 2014 PHOENIX, AX 85028 SAN FRANCISCO, CA A000 PROJECT INFORMATION BUILDING DIVISION 16. GENERAL CONTRACTOR SHALL, IN THE WORK OF ALL TRADES, PERFORM ANY AND ALL CUTTING, MECHANICAL CODE: OREGON MECHANICAL SPECIALTY CODE 2014 1. SALES AREA: 3,465 30 116 TEL: 602.953.6377 TEL: 415.579.3437 PATCHING, RESTORING, REPAIRING AND THE LIKE NECESSARY TO COMPLETE THE WORK AND RESTORE PLUMBING CODE: OREGON PLUMBING SPECIALTY CODE 2014 (INCLUDING SALES AREA FAX: N/A FAX: N/A A010 RESPONSIBILITY SCHEDULE ANY DAMAGED SURFACES RESULTING FROM THE WORK TO THEIR ORIGINAL CONDITION. ALL ROOF ELECTRICAL CODE: OREGON ELECTRICAL SPECIALTY CODE 2014 AND ENTRY) CONTACT: CHARLIE SIROKMAN CONTACT: SAMANTHA SHIELDS A020 ACCESSIBILITY DETAILS PATCHING SHALL RETURN AREA TO "LIKE NEW" CONDITION. PRIOR TO BIDDING,G.C.TO VERIFY ANY EMAIL: charlene.sirokman@macerich.com EMAIL: samantha.shkelds@morphe.com ROOF WARRANTIES WITH LANDLORD AND INCLUDE IN CONTRACT. FIRE CODE: OREGON FIRE CODE 2014 A030 EGRESS PLAN 17. IN THE EVENT HAZARDOUS MATERIALS ARE ENCOUNTERED ON THE PREMISES DURING THE EXECUTION ENERGY CODE: OREGON ENERGY EFFICIENCY SPECIALTY CODE 2014 OF THE WORK, NOTIFY THE TENANT AND LANDLORD IMMEDIATELY BEFORE PROCEEDING WITH THE ACCESSIBILITY CODE: ADA/ANSI 2009 2. STUDIO: 287 15 20 A100 DEMOLITION PLAN WORK. ARCHITECT: FINN DANIELS ARCHITECTS MEP GAUSMAN & MOORE A200 FLOOR PLAN OCCUPANCY USE GROUP: M 2145 FORD PARKWAY, SUITE 301 ENGINEER: 700 ROSEDALE TOWER 18. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 3. BACK OF HOUSE: 1,528 300 6 SAINT PAUL, MN 55116 1700 HIGHWAY 36 WEST A210 FINISH PLAN 2-A/10BC WITHIN 75'TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING DURING CONSTRUCTION. TEL: 651.888.6893 SAINT PAUL, MN 55113 A220 FIXTURE PLAN BUILDING CONSTRUCTION TYPE: II-N (INCLUDING TOILET ROOM, 19. PATCH AND REPAIR ALL FIREPROOFING DAMAGED OR REMOVED DURING THE PERFORMANCE OF THE HALLWAY, STOCKROOM, MANAGER'S FAX: 651.888.6893 TEL: 651.604.3166 WORK. OFFICE, AND REAR DOOR ALCOVE) CONTACT: KELSEY IRLBECK FAX: N/A A230 FIXTURE OUTLET LOCATION PLAN 20. EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE SPRINKLER SYSTEM: FULLY SPRINKLERED EMAIL: kelsey@finn-daniels.com CONTACT: MATTHEW TISDELL A300 REFLECTED CEILING PLAN q �+ �( COMPLETION OF HIS WORK ON A DAILY BASIS. ALL WASTE, RUBBISH AND EXCESS MATERIALS SHALL BE 19.7 % OF GROSS(STOCKROOM ONLY) EMAIL: mtisdell@gausman.com ® �10E CC�� REMOVED FROM THE SITE PROMPTLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR TOTAL OCCUPANT LOAD: 142 A400 SALES AREA INTERIOR ELEVATIONS SEAL/SIGNATURE REMOVAL AND DISPOSAL OF ALL TRASH, INCLUDING OWNER-FURNISHED ITEMS AND TRASH A410 BACK OF HOUSE INTERIOR ELEVATIONS GENERATED BY OWNER'S CONTRACTORS FOR THE DURATION OF THE PROJECT. QUANTITY OF EXITS REQUIRED: 2 4. GROSS AREA: 5,280 142 STRUCTURAL:REG CONSULTING ENGINEERS (1+ 2+ 3) 12001 N. CENTRAL EXPRESSWAY, SUITE 300 A500 STOREFRONT PLAN AND ELEVATION 21. G.C.TO PROVIDE DRAWINGS AND INSTALL AN AS-BUILT DWG.TUBE. PROVIDE PERMANENT LABEL ON DALLAS, TX 75243 A510 STOREFRONT SECTIONS ��ED ARcl� TUBE AND NOTE ON DWG: DRAWINGS, DO NOT DISCARD OR REMOVE' G.C.TO PROVIDE ARCHITECT SEISMIC ZONE: 3 TEL: 214.382.5715 W/COPY OF MARK UP CONSTRUCTION SET FOR ARCHIVING PURPOSES. FAX: N/A A520 STOREFRONT DETAILS •�' CONTACT: DAVID BC7 REBECCA L. es 22. ALL DELIVERIES ARE TO THE LOADING DOCK OR EQUIVALENT. ANY COSTS ASSOCIATED WITH THE SEPARATE PERMITS: EMAIL: dbarrett@rIginc.com BARRETT A nc.com A530 SIGNAGE AND BARRICADE DETAILS OLSON a UNLOADING OF DELIVERIES ARE THE RESPONSIBILITY OF THE G.C. 1. SIGNAGE IS NOT WITHIN THE SCOPE OF THIS PERMIT& SHALL BE A DEFERRED SUBMITTAL UNDER SEPARATE PERMIT. SIGNAGE VENDOR SHALL SUBMIT DRAWINGS TO LOCAL JURISDICTION FOR A600 PARTITION AND CEILING DETAILS • SAINT PAUL. MN • INSTALAND LATION. 12>IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES PRIOR TO A610 DOOR SCHEDULES AND DETAILS OFf�� cOPY License#6696 `� A620 FIXTURE DETAILS �� OF O1� 2. FIRE SPRINKLER SYSTEM AND/OR FIRE ALARM SYSTEM ARE NOT WITHIN THE SCOPE OF THIS PERMIT& ta .. SHALL BE A DEFERRED SUBMITTAL UNDER SEPARATE PERMIT. SUBCONTRACTOR(S) RESPONSIBLE FOR 08°M46) A700 TOILET ROOM PLAN, ELEVATION,AND DETAILS SAID WORK SHALL SUBMIT DRAWINGS& CALCULATIONS TO LOCAL JURISDICTION FOR REVIEW AND A800 SPECIFICATIONS APPROVAL PRIOR TO INSTALLATION. A801 SPECIFICATIONS REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION REFER TO SHEET A030 FOR ADDITIONAL INFORMATION REFER TO SHEET A030 FOR ADDITIONAL INFORMATION �Q_ . . crrY of TIGARD VALIDITY OF PERMIT REVIEWE FOR CODE COMPLIANCE THE ISSUANCE OF A PERMIT Approved: 1 1 BASED ON CONSTRUCTION OTC: ABBREVIATIONS DOCUMENTS AND OTHER Pct�nit #� (� , ,,�a� f �. �9��Q lil DATA SHALL NOT PREVENT Ac3c�ress: J� j VENDOR CATEGORY COMPANY ADDRESS CONTACT PHONE EMAIL THE CODE OFFICIAL FROM �� \1,�,��.cl, °tit'�h 't d A F M S REQUIRING THE CORRECTION Suite#: 1151 19TH STREET OF ERRORS. OSSC 105.4 A.F.F. ABOVE FINISHED FLOOR FC. BRK. FACE BRICK • MFR. MANUFACTURER S.N.D. SANITARY NAPKIN DISPOSAL BARRICADE VENDOR BOSTON BARRICADE COMPANY CARLA R. DIBENEDETTO 772.257.7156 cdibenedetto@bostonbarricade.com B Date: �1-3� �' VERO BEACH, FL 32960 STORE #: A.F.G. ABOVE FINISHED GRADE F.O.F. FACE OF FINISH MFR. REC. MANUFACTURER RECOMMENDED SCHED. SCHEDULE 040 ACC. ACCESSIBLE F.O.M. FACE OF MASONRY M.O. MASONRY OPENING SECT. SECTION LIGHT BOX VENDOR DSA PHOTOTECH 16961 CENTRAL AVENUE MICHAEL MORELLI 727.266.7180 mmorelli@dsaphototech.com A.C.T. ACOUSTICAL CEILING TILE F.Q.S. FACE OF STUDS MAT'L. MATERIAL SEP. SEPARATE CARSON, CA 90746 ADDM. ADDENDUM F.R.P. FIBER REINFORCED PLASTIC/PANEL MAX. MAXIMUM SHTHG. SHEATHING 148 PERALTA AVENUE, UNIT B . ADD'L. ADDITIONAL FIN. FINISH MECH. MECHANICAL SHT. SHEET LIGHTING VENDOR CAPITOL LIGHT SAN FRANCISCO, CA 94110 ANDRE LUCERO 415.314.6201 andre.lucero@capitollight.com PROJECT: ADJ. ADJACENT F.F.E. FINISHED FLOOR ELEVATION M.D.O. MEDIUM DENSITY OVERLAY S.V. SHEET VINYL 8727 148TH AVE. NE JEFF ROMAN jroman@playnetwork.com ALT. ALTERNATE F.O. FINISHED OPENING M.D.F. MEDIUM DENSITY FIBERBOARD SIM. SIMILAR MEDIA VENDOR PLAY NETWORK 425.629.4508 MECH. / ELEC./ P LM B. REDMOND, WA 98052 LEANNE LAVERS Ilavere@playnetwork.comMORPHE ALUM. ALUMINUM F.A. FIRE ALARM MTL. METAL S.D. SOAP DISPENSER A.C.M. ALUMINUM COMPOSITE MATERIAL F.E. FIRE EXTINGUISHER MEZZ. MEZZANINE S.C. SOLID CORE MILLWORK/FIXTURE VENDOR HEMISPHERE DESIGN & 25215 RYE CANNON RD. SHARI LAMBRETON 661.294.9500 shari_lambreton@hemisphere-dm.com MP000 MECHANICAL AND PLUMBING SPECIFICATIONS A.D.A. AMERICANS WITH DISABILITIES ACT F.E.C. FIRE EXTINGUISHER CABINET MIN. MINIMUM S.S. SOLID SURFACE MANUFACTURING VALENCIA, CA 91355 ANOD. ANODIZED F.H.C. FIRE HOSE CABINET MI. MIRROR SND. SOUND 60 SOUTH MARKET STREET, 10TH FLOOR SAMANTHA BROWN 408.791.0010 x1061 samanthab@retailnext.net MP001 MECH. AND PLUMB. RESPONSIBILITY SCHED. & MECH. SYMBOLS WASHINGTON APPROX. APPROXIMATE F.R.T. FIRE RESISTANT TREATED MISC MISCELLANEOUS S.T.C. SOUND TRANSMISSION COEFFICIENT RETAIL DATA VENDOR RETAIL NEXT, INC. SAN JOSE, CA 95113 TIFFANY TRAN 408.759.9779 tiffany.tran@retaiinext.com M100 MECHANICAL PLAN ARCH. ARCHITECT FIXT. FIXTURE MTD. MOUNTED SPEC. SPECIFICATION SQUARE FLASH. FLASHING SPRKLR. SPRINKLER SECURITY VENDOR ADT/ PROTECTION 1 SECURITY 4221 WEST JOHN CARPENTER FREEWAY JEFF SILVA 510.775.4962 jeffsilva@protection1.com M200 MECHANICAL SCHEDULES& DETAILS B FLR. FLOOR N SQ. SQUARE SOLUTIONS IRVING,TX 75063 HANNAH COOK 214.277.7212 hannahcook@adt.com S.F. SQUARE FOOT SIGNTECH ELECTRICAL ADVERTISING, 4444 FEDERAL BOULEVARD M300 MECHANICAL COMCHECK FORMS SPACE #B07 BSMT. BASEMENT F.D. FLOOR DRAIN N.P. NEUTRAL PIER SIGN VENDOR JESSICA WELLS 619.527.6100x137 jwells@signtech.com 9585 SW WASHINGTON SQUARE RD FS FLOOR SINK S.STL. STAINLESS STEEL INC. SAN DIEGO, CA 92102 P100 PLUMBING PLANS BM. BEAM (N) NEW FLG. FLOORING STD. STANDARD PO BOX 498 292 BURNHAM INTERNALE RD. TIGARD, OR 97223 BRG. BEARING NOM. NOMINAL STL. STEEL STOCKROOM SHELVING VENDOR EXACALIBUR WOOD PRODUCTS DAVID PRIMEAU 561.328.8863 d.primeau@comcast.net P200 PLUMBING SCHEDULES AND DETAILS BTWN. BETWEEN FLUOR. FLUORESCENT N/A NOT APPLICABLE CONTOOCOOK, NH 03229 FT. FOOT/FEET STOR. STORAGE BITUM BITUMINOUS N.I.C. NOT IN CONTRACT STRUCT. STRUCTURAL 100 NEWPORT AVENUE EXT. FTG. FOOTING LOW VOLTAGE VENDOR GRANITE COMMUNICATIONS JEFF SHIELDS 617.837.5255 jeshields@granitenet.com BLKG. BLOCKING N.T.S. NOT TO SCALE $USP. SUSPENDED QUINCY, MA 02171 E000 ELECTRICAL SPECIFICATIONS FDTN. FOUNDATION BD. BOARD NO. NUMBER SYM. SYMBOL B.O. BOTTOM OF FR. FRAME E001 ELECTRICAL RESPONSIBILITY SCHEDULE & SYMBOLS BLDG. BUILDING FURR. FURRING 0 T E100 POWER&SYSTEMS PLAN C G O.C. ON CENTER TEL. TELEPHONE [200 LIGHTING PLAN A/E PROJECT NO.: M0040 GALV. GALVANIZED OPNG. OPENING TEMP. TEMPERED E300 LIGHT FIXTURE SCHEDULE & LIGHTING CONTROL DIAGRAM CAB. CABINET OPP. OPPOSITE THK. THICK GJF GA. GAUGE DRAWN BY: CPT. CARPET O.A. OUTSIDE DIAMETER/DIMENSION THRU THROUGH E400 ELECTRICAL SCHEDULES, DETAILS, & POWER RISER DIAGRAM G.C. GENERAL CONTRACTOR CLG. CEILING O.F.S. OUTSIDE FACE OF STUDS T.B.D. TO BE DETERMINED CHECKED BY: KDI / DRM / RLO CTR. CENTER GL. GLASS O.A. OVERALL T.P.D. TOILET PAPER DISPENSER E500 LIGHTING ENERGY FORMS C/C CENTER TO CENTER GLZ. GLAZING O.R.D. OVERFLOW ROOF DRAIN T.P. TOILET PARTITION ISSUES AND REVISIONS: CL CENTERLINE G.B. GRAB BAR OH. OVERHEAD C.T. CERAMIC TILE GYP. BD. GYPSUM BOARD T&G TONGUE &GROOVE CLASS. CLASSIFICATIONT.O. TOP OF 100% CHECKSET 10.15.2018 HLL/PERMIT/BID 11.02.2018 C.O. CLEAN OUT P T.O.C. TOP OF CONCRETE CLR. CLEAR HDCP. HANDICAP PT. PAINT PR. PAIR T.O.F. TOP OF FLOOR/FOOTING COL. COLUMN HOW. HARDWARE P.T.D. PAPER TOWEL DISPENSER T.O.FDN. TOP OF FOUNDATION CONC. CONCRETE HVAC HEATING, VENTILATION AND AIR PAR. PARALLEL T.O.J. TOP OF JOIST C.M.U. CONCRETE MASONRY UNIT CONDITIONING PRPT. PARAPET T.O.M. TOP OF MASONRY SYMBOLS CONSTR. CONSTRUCTION H./HT. HEIGHT/HIGH T.O.P. TOP OF PARAPET C,M. CONSTRUCTION MANAGER H.D.F. HIGH DENSITY FIBERBOARD PRKG. PARKING CONT. CONTINUOUS H.C. HOLLOW CORE PART. PARTIAL T.Q.S. TOP OF SLAB/STEEL C.J. CONTROL JOINT H.M. HOLLOW METAL PART. BD. PARTICLE BOARD T.O.T. TOP OF TRUSS DETAIL TITLE COORD. COORDINATE HORIZ. HORIZONTAL PTN. PARTITION T.O.W. TOP OF WALL ELEVATION MARK KEYNOTE ID PARTITION TYPE CFLG. COUNTERFLASHING HR. HOUR P.LAM. PLASTIC LAMINATE T. TREAD -IIII PL PLATE TRTD. TREATED LOCATION - T.D. TRENCH DRAIN X TITLE EL.-XXX' X" O " ' SPECIAL INSPECTION D I PLEX. PLEXIGLASS TYP. TYPICAL AXXX PARTITION STUD SIZE \� REQUIRED PLYWD. PLYWOODSCALE .� Sats p (1� t DMSG. DEMISING INC. INCANDESCENT PVC POLYVINYL CHLORIDE TYPE _�_r.#��1 Structural SpecialtyCOde DEMO. DEMOLITION IN. INCH P.S.F. POUNDS PER SQUARE FOOT U GRID ID DOOR ID EXIST. CONDITIONS SOIL/EARTH FINISHED WOOD D. DEPTH/DEEP INCL. INCLUDE(D) (ING) P.S.I. POUNDS PER SQUARE INCH U.N.O. UNLESS NOTED OTHERWISE STRUCTURAL ❑ concrete and Reinforcing Steel DTL. DETAIL I.D. INSIDE DIAMETER/DIMENSION P/C PRECAST URN. URINAL ELEVATION - - - -- ----------- ----- ----------- --- - ------ - -BOIntafenrct0ts DIA. DIAMETER INSUL. INSULATION PREFIN. PREFINISHED DIM. DIMENSION INT. INTERIOR PRELIM. PRELIMINARY U � � ❑ peer?xArM l esistn9 Femme DIR. DIRECTION P.T. PRESSURE TREATEDISO. ISOCYANURATE - �� , . 5-002 SPECIAL INSPECTDW DISHWASHER P.M. PROJECT MANAGER VAN. VANITY DETAIL NUMBER - 0 Reim**.:ill Steet&p `9 Stael Tendons �•'�•'••"'•.'" 5-201 FLOOR PLAN DR. DOOR J V.B. VAPOR BARRIER/VINYL BASE AXXX SHEET NUMBER REVISION ID EQUIPMENT ID . . ❑ Sta.Prc,►¢Petdt�g DBL.. DOUBLE - Q VAR. VARIES '41 DN. DOWN JST. JOIST - VFY. VERIFY ® C.M.U. (EL.) LUMBER SUBSTRATE S-301 SECTIONS & DETAILS ❑ Hlcfh-Si.e�e� ttltirtg D.S. DOWNSPOUT JT. JOINT QT. QUARRY TILE V.I.F. VERIFY IN FIELD DWG. DRAWING VERT. VERTICAL SECTION 7 ry D.F. DRINKING FOUNTAIN L R V.C.T. VINYL COMPOSITION TILE j ❑ .R arr.,ar#( isvtri U+Dr)Cr8t9 LAM. LAMINATE R. RADIUS/RISER V.C. VOLUME CONTROL ❑ ins ='t �Concre#e 1=iA E LDG. LANDING R.W.L. RAIN WATER LEADER gik DETAIL NUMBER ROOM ID FURNITURE ID LL. - ❑ Spr 51Ii�,17:1:..e0..1:0 �i Rre-E{osistive MaMrial3 EA. EACH LAV. LAVATORYD REC. RECESSED LL W AXXX SHEET NUMBER WOOD PANELING STEEL ESMT. EASEMENTW.C. WATER CLOSET/WALL COVERING ' CONCRETE ❑ f l� i.. L;_t:`ICJ rFly} and Caissons SHEET TITLE: ELEC. ELECTRIC(AL) L.L. LEASE LINE REF. REFERENCE/REFRIGERATOR WT. WEIGHT XXXX ROOM NAME < XX L. LENGTH/LONG R.C.P. REFLECTED CEILING PLAN EL. ELEVATION W.W.F. WELDED WIRE FABRIC Sh�•;trrF. � PROJECT LTG. LIGHTING REINF. REINFORCED SQ. FT.: XXXX ROOM SQ. FT. ELEV. ELEVATOR W.W.M. WELDED WIRE MESH C G"'`'c Gray?;" t+xcavation and Filling INFORMATION XXXX XXXX XXXX FLOOR FINISH LIN. LINEAR REBAR REINFORCING STEEL BARS XXXX XXXX XXXX BASE FINISH Q Srr iSc Gontrc .;t EMER. EMERGENCY W. WIDE/WIDTH DETAIL EQ. EQUAL REQ'D. REQUIRED WDW. WINDOW XXXX XXXX XXXX WALL FINISH ;.Isms RESIL. RESILIENT FINISH ID EQUIP. EQUIPMENT W/ WITH AI DETAIL NUMBER XXXX XXXX XXXX CEILING FINISH 0 Other Inspections EPDM ETHYLENE/PROPYLENE/DIENE/ REV. REVISION/REVERSE W/O WITHOUT MONOMER ROOF MEMBRANE R.O.W. RIGHT OF WAY WD. WOOD AXXX SHEET NUMBER XX BATT INSULATION - ' (E)/EXIST. EXISTING R.D. ROOF DRAIN E.J. EXPANSION JOINT RTU ROOF TOP UNIT EXT. EXTERIOR RM. ROOMA000 E.I.F.S. EXTERIOR INSULATION AND FINISH R.O. ROUGH OPENING SYSTEM RESPONSIBILITY SCHEDULE E = EXISTING, T = TENANT, GC = GENERAL CONTRACTOR, LL = LANDLORD E FURNISH INSTALL NA REMARKS E FURNISH INSTALL NA REMARKS E FURNISH INSTALL NA REMARKS PRE- CONSTRUCTION T GC LL T GC LL SALES AREA CONSTRUCTION T GC LL T GC LL MANAGER'S OFFICE CONSTRUCTION T GC LL T GC LL CODES AND STANDARDS • • ALL CONSTRUCTION TO MEET OR EXCEED APPLICABLE CURRENT LOCAL CODES AND STANDARDS FLOORING • • COORDINATE WITH TENANT VENDOR FLOORING • • -- NI 0 11 P il 14' LANDLORD'S RULES AND REGULATIONS • • ALL CONSTRUCTION TO MEET LANDLORD'S WRITTEN CONSTRUCTION STANDARDS WALL BASE • • -- WALL BASE • • -- PERMITS AND FEES • • COORDINATE WITH TENANT PRIOR TO BID WALL GRAPHICS • • G.C. TO ALLOW 48 HOURS FOR PAINT TO CURE PRIOR TO INSTALLATION OF WALL GRAPHICS PAINT • • -- PROJECT COORDINATION • -- PAINT • • -- CEILING ASSEMBLY • • SEE SHEET A300 FOR ADDITIONAL INFORMATION PROJECT SUPERVISION • FULL TIME JOB SUPERVISION REQUIRED ON SITE WALL COVERING • • -- SHELVES AND DESK SURFACE • • -- PROJECT SCHEDULING • MAINTAIN APPROVED PROJECT SCHEDULE CEILING ASSEMBLY • • SEE SHEET A300 FOR ADDITIONAL INFORMATION SAFE • • -- MORPHE INSURANCE • -- PERIMETER FIXTURE,SHELVING, HARDWARE, ETC. • • -- TASK CHAIR • • G.C. TO ASSEMBLE 22 FOURTH STREET,4TH FLOOR SAN FRANCISCO,CALIFORNIA 94103 WARRANTIES AND BONDS • -- FREE STANDING FIXTURES/ASSEMBLY • • -- FILE CABINET(S) • • G.C. TO ASSEMBLE FIELD VERIFICATION • PRIOR TO BID SUBMITTAL CASHWRAP/BACKWRAP • • -- STANDARDS AND HARDWARE • • -- TEMPORARY HEAT • • -- LIGHT BOX • • • G.C. TO INSTALL FABRIC GRAPHICS -- -- fi nn danls TEMPORARY ELECTRICAL • • -- CASH REGISTERS AND EQUIPMENT • • -- -- -- e ARCHITECTS JOB PHONE/CELL PHONE/COMPUTER/PRINTER/FAX • • COMPUTER TO HAVE ADOBE ACROBAT CAPABILITY INTERIOR SIGNAGE • • -- -- -- 2145 Ford Parkway, Suite 301 CONSTRUCTION BARRICADE • • G.C.TO COORDINATE LOCATION OF DOORS WITH BARRICADE VENDOR BAR STOOLS • • -- -- -_ Saint Paul, Minnesota 55116 651.690.5525 BARRICADE GRAPHICS • • COORDINATE WITH TENANT VENDOR DIGITAL DISPLAY MONITOR • • -- -- -- www.finn-daniels.cam CONSTRUCTION DUMPSTER • • COORDINATE TIMING OF REMOVAL WITH TENANT HDMI PORT • • INSTALL BY TENANT'S LOW VOLTAGE VENDOR -- -- __ -- MULTI-PORT USB CHARGER • • -- -- -- CONSULTANTS: E FURNISH INSTALL NA REMARKS E FURNISH INSTALL NA REMARKS E FURNISH INSTALL NA REMARKS GENERAL CONSTRUCTION T GC LL T GC LL STUDIO CONSTRUCTION T GC LL T GC LL TOILET ROOM CONSTRUCTION T GC LL T GC LL CONSTRUCTION PROGRESS PHOTOS • • WEEKLY PHOTOS OF CONSTRUCTION PROGRESS TO BE SENT ELECTRONICALLY TO TENANT'S P.M. FLOORING • • COORDINATE WITH TENANT VENDOR FLOORING • • -- INSPECTIONS • -- WALL BASE • • -- WALL BASE • • -- RECEIPT AND STORAGE OF GOODS • • INCLUDING TENANT SUPPLIED ITEMS- PROTECT FROM DAMAGE PAINT • • -- WAINSCOT • • -- SEAL/SIGNATURE INVENTORY VERIFICATION • VERIFY ALL DELIVERIES WITHIN 24 HOURS CEILING ASSEMBLY • • SEE SHEET A300 FOR ADDITIONAL INFORMATION PAINT • • -- CLEAN UP/SUBCONTRACTORS • • RESPONSIBLE FOR CLEAN UP AND REMOVAL OF OWN CONSTRUCTION WASTE ACOUSTICAL PANELS • -- CEILING ASSEMBLY • • SEE SHEET A300 FOR ADDITIONAL INFORMATION AlcC› ARCS CONCRETE SLAB • -- PIN MOUNTED SIGNAGE • -- ACCESSORIES • • -- C7 REBECCA L. ti n DEMOLITION • • COORDINATE EXTENTS WITH BALANCE OF CONSTRUCTION DOCUMENTS TV MONITOR • -- SHELVING • • -- 1=4 OLSON -3 •� SAINT PAUL,MN • CONCRETE SLAB PREPARATION • • INCLUDING PATCH, REPAIR, SAWCUTS, CORE, CHANNELING,AND FLOOR LEVELING FURNITURE • -- WATERPROOF MEMBRANE • • -- f., License#6696 DEMISING WALL STUDS • -- CURTAIN AND ROD • -- 9 OF it)1, DEMISING WALL GYP. BD. • PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING AND FOR FINISH LEVEL AS NOTED CEILING MOUNTED BACKDROP • -- -- -- CONTROL OR EXPANSION JOINTS IN FLOOR, WALLS08.14165 • • AS REQUIRED HDMI PORT • -- -- -- AND/OR CEILINGS METAL STUD FRAMING • • • SEE SHEET A100, A200,AND A300 FOR ADDITIONAL INFORMATION. -- -- -- -- METAL STRAPPING/F.R.T. WOOD BLOCKING • • -- -- -- -- -- DOOR FRAMES • • • U.N.O., SEE SHEET A200 AND A610 FOR ADDITIONAL INFORMATION -- -- -- -- DOORS • • • U.N.O., SEE SHEET A200 AND A610 FOR ADDITIONAL INFORMATION -- -- -- -- DOOR HARDWARE • • • U.N.O., SEE SHEET A200 AND A610 FOR ADDITIONAL INFORMATION -- -- -- -- GYP. BD. • • • -- -- -- -- -- FINISHING AND PAINTING • • -- -- -- -- -- ACOUSTICAL/THERMAL INSULATION • • AS REQUIRED -- -- -- --- STORE #: 040 ACCESS PANELS • • AS REQUIRED BY LANDLORD, CODE AND/OR TO ACCESS CONCEALED STORE COMPONENTS -- -- -- 4m UNISTRUT AND ALL RELATED COMPONENTS • • -- -- -- -- -- PROJECT: SEALANTS AND CAULKING • • -- -- -- -- -- FIREPROOFING/FIRE CAULK • • -- -- -- -- -- MORPHE FLOORING TRANSITIONS STRIPS/FLOOR SCREEDS • • -- -- -- -- WASHINGTON SPACE #B07 E FURNISH INSTALL NA REMARKS E FURNISH INSTALL NA REMARKS E FURNISH INSTALL NA REMARKS 9585 SW WASHINGTON SQUARE RD STOREFRONT CONSTRUCTION T GC LL T GC LL STOCKROOM / HALLWAY CONSTRUCTION T GC LL T GC LL POST CONSTRUCTION T GC LL T GC LL TIGARD, OR 97223 MALL COMMON AREA FLOORING • • • PROTECT FROM DAMAGE, PATCH AND REPAIR TO LIKE NEW CONDITION FLOORING • • -- BARRICADE REMOVAL • • G.C.TO COORDINATE WITH TENANT/LANDLORD'S REPRESENTATIVE LANDLORD'S NEUTRAL REVEALS • • • PROTECT FROM DAMAGE, PATCH AND REPAIR TO LIKE NEW CONDITION WALL BASE • • -- CLEAN UP/PROFESSIONAL FINAL CLEAN • • CLEAN GLASS LESS THAN 24 HOURS BEFORE PUNCH AND AGAIN JUST BEFORE STORE OPEN LANDLORD'S BULKHEAD • • • PROTECT FROM DAMAGE, PATCH AND REPAIR TO LIKE NEW CONDITION PAINT • • -- V.C.T. FLOOR CLEANING • • AFTER FINAL CLEANING, APPLY 3 COATS OF WAX 3/4" METAL BLACK REVEALS • • -- CEILING ASSEMBLY • • SEE SHEET A300 FOR ADDITIONAL INFORMATION EXCESS FINISH MATERIALS • • G.C. TO COORDINATE WITH TENANT A/E PROJECT NO.: M0040 STOREFRONT FACADE TENANT FINISHES • • -- BACK OF HOUSE EQUIPMENT • • -- CERTIFICATE OF OCCUPANCY • • -- DRAWN BY: GJF DATA CABINET •• •• G.C. TO FURNISH/INSTALL DATA CABINET F.R.T. BACKBOARD PUNCH LIST • • JOB SUPERVISOR AND G.C. PM TO BE PRESENT AT PUNCH AND COMPLETE LIST PRIOR TO LEAVING CHECKED BY: KDI / DRM / RLO ALUMINUM WINDOW GLAZING SYSTEM • • CONSTRUCTIONSITE WINDOW GLAZING • • -- MICROWAVE/REFRIGERATOR • • -- LIEN WAIVERS • • -- ISSUES AND REVISIONS: ENTRY DOORS, HARDWARE AND ALL RELATED • 5 -- MULTI-PORT USB CHARGER • • -- PROJECT COMPLETION PAPERWORK • • G.C. TO COORDINATE WITH TENANT 100% CHECKSET 10.15.2018 COMPONENTS SLIDING SECURITY GRILLE AND ALL ASSOCIATED • -- FIRST AID KIT • • -- -- -- LL/PERMIT/BID 11.02.2018 COMPONENTS DISPLAY SOFFIT FRAMING AND GYP. BD. • • -- COAT HOOK • • -- -- -- MAIN FACADE SIGNAGE • • G,C. TO COORDINATE WITH SIGN VENDOR DRY ERASE BOARDS • • -- -- -- ILLUMINATED BLADE SIGNAGE • -- LOCKERS • • -- -- -- OTHER SIGNAGE • • G.C. TO COORDINATE WITH SIGN VENDOR -- -- -- -- ADDRESS/SUITE NUMBER LETTERING • • AS REQUIRED BY BUILDING/FIRE AUTHORITY HAVING JURISDICTION AND/OR LANDLORD -- -- -- -- BRAKE METAL • • COORDINATE WITH TENANT'S VENDOR -- -- -- -- SHEET TITLE: _ -- -- -- RESPONSIBILITY MEP CONSTRUCTION FIRE PROTECTION CONSTRUCTION SCHEDULE FIRE SPRINKLER SYSTEM AND FIRE ALARM SYSTEM (IF APPLICABLE) ARE NOT WITHIN THE SCOPE OF SEE SHEET MP001 FOR MECHANICAL RESPONSIBILITIES THIS PERMIT AND WILL BE DEFERRED SUBMITTAL UNDER A SEPARATE PERMIT. TENANT'S G.C. SHALL SEE SHEET E001 FOR ELECTRICAL RESPONSIBILITIES CONTRACT DIRECTLY WITH LANDLORD'S REQUIRED FIRE SPRINKLER AND/OR FIRE ALARM A01 0 SEE SHEET MP001 FOR PLUMBING RESPONSIBILITIES CONTRACTOR. DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO LOCAL JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF SAID WORK. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONTRAST WITH ITS 1$" MIN. CLR. ON _ 36" MIN. CLR. ON TWO HINGED TWO HINGED TWO HINGED BACKGROUND WITH EITHER A LIGHT SYMBOL ON A DARK BACKGROUND OR A DARK PULL SIDE OF DOOR 0 �ULL SIDE OF DOOR 24" MIN. CLR. ON DOORS IN SERIES DOORS IN SERIES TWO IN SERIES 10' 30" 10"� " 30" SYMBOL ON A LIGHT BACKGROUND. r 30" 10" 24 ,� ' , X ¢ i �I cd LL.I u p PULL SIDE OF DOOR — MAX. MIN. MAX.`' • MIN. • (24" MAX.) MIN. u cr z !r 4' Z = 7 T -K,....._.._. -- 4 r . , IV- 1. THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE A NON-GLARE FINISH. CHARACTERS / 2 w I- ` o w U o — AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON r// m m `n Z )\ 1/4.r) - X = 1<, X ►� \ / 1D11 § 1° ,� \ M . U It II J - DARK BACKGROUND OR DARK CHARACTERS ON LIGHT BACKGROUND. i i ¢ ,,, ? �� ¢ , L j1,011MI ' 1 N, r . . — 2. IDENTIFICATION SYMBOLS THAT DO NOT CONTAIN RAISED TEXT OR BRAILLE ARE TO BE CENTERED � I " II m x p '7r m _ON DOOR 60" MAXIMUM ABOVE FLOOR AND ARE TO BE DISTINCTLY DIFFERENT FROM THE DOOR l I I n IN COLOR AND CONTRAST. ti i t.o ` SIDE APPROACH SIDE APPROACH SIDE APPROACH Tx} u �w X el 3. PROVIDE ROOM IDENTIFICATION SIGN ON LATCH SIDE OF DOOR. MOUNTING HEIGHT SHALL BE A s L__I _I J J Ln L_ 1 J MINIMUM OF 48" ABOVE THE FINISH FLOOR TO THE BASELINE OF THE LOWEST TACTILE I UNOBSTRUCTED REACH OBSTRUCTED REACH OBSTRUCTED REACH \ /- N L I J ` U O r J II/ X 7 ' Z u 24" MIN. CLR. ON CHARACTER AND A MAXIMUM OF 60 ABOVE THE FINISH FLOOR TO THE BASELINE OF THE ‘ ), / / 22" MIN. CLR. ON-' PUSH SIDE OF DOOR HIGHEST TACTILE CHARACTER. AN 18"X18" CLEAR FLOOR SPACE SHALL BE PROVIDED CENTERED 12" MIN, CLR. ON 12" MIN. CLR. ON ON THE TACTILE SIGNAGE OUTSIDE THE SWING OF THE DOOR. �\ /� PUSH SIDE OF DOOR IF BOTH PUSH SIDE OF DOOR IF BOTH PUSH SIDE OF DOOR ^, _ (------ — �`.� _ LATCH AND CLOSER ARE PROVIDED LATCH AND CLOSER ARE PROVIDED Tr v -- MORPHE 22 FOURTH STREET,4TH FLOOR 4. LETTERS& NUMBERS ON SIGNS SHALL BE RAISED 1/32" MIN., UPPER CASE, SANS SERIF, AND ~� Y y 4$ �/ �� 48" �N y 48 �/ MIN. CLEAR FLOOR WATER CLOSET POINT OF SALES SAN FRANCISCO,CALIFORNIA 94103 SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE A MIN. OF 5/8" NOTES: �I MIN. MIN. 20 -25 MIN. MIN. CLEAR FLOOR SPACE MIN. CLEAR FLOOR LAVATORY CLEAR DRINKING FOUNTAIN PARALLEL APPROACH 48"X30" HIGH, BUT NO HIGHER THAN 2". 1. CLEAR WIDTH OF WALKING SURFACES SHALL BE 36" MINIMUM /20" (25" MAX.) SPACE/TURN CLEAR FLOOR COUNTER / / REACH SPACE SPACE/TURN SPACE (T-TURN) FLOOR SPACE SPACE CLEAR FLOOR SPACE CLEAR FLOOR SPACE CENTER 4'-O" a. THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32" MINIMUM FOR A MAX. (FORWARD APPROACH SPACE y 60" 30" 60" y 30" ON 36 WIDE CLEAR COUNTER X 5. PICTORIAL SYMBOLS SIGNS SHALL BE ACCOMPANIED BY EQUIVALENT VERBAL DESCRIPTION LENGTH OF 24" MAXIMUM PROVIDED THAT REDUCED WIDTH SEGMENTS ARE SEPARATED AND SIDE APPROACH) (RADIUS TURN) 'I MIN. y MIN. `V MIN. 'I MIN. SPACE USTOMER SIDE PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BY SEGMENTS THAT ARE 48" LONG MINIMUM AND 36" WIDE MINIMUM. , 30" POINT OF SALES BE A MIN. OF 6" IN HEIGHT. = z `V MIN. X _ COMPUTER to- ___---- 1ELEuIiie1s oa a ,.�� co a -- v X r -1 .' ',. I.n _ } EQUIPMENT,TYP. 1 & 6. LETTERS AND NUMBERS ON SIGNS SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF r s/ _alrlr �t _��ui, ¢ .��Iri, I 6, \ m I It `` ARCHITECTS ADJACENT RAISED LETTERS. CHARACTERS SHALL BE SPACED %"MIN. AND 4 TIMES THE RAISED `\ /Let--'.,. �� . ,= I r b z ¢ Cl 0 0 CHARACTERS STROKE MAX. LINES SPACING SHALL BE 135% MIN. AND 170% MAX. OF THE RAISED ` �t"- �I�j�►� /t'S- v��jj�� -a"- y�jLW� z 1 60"0 �_ 6, r_ Z N N z �+ 2145 Ford Parkway, Suite 301 CHARACTER HEIGHT. \ \ .1- 2 63MIN. z i • - Saint Paul, Minnesota 55116 I r�CLEAR FLOOR 8 B 8 0 N I •� 651.690.5525 FRONT APPROACH FRONT APPROACH FRONT APPROACH I / \ L J \ I � SPACE REQUIRED 7. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE Nv L J - - -- WWW.finn-daniels.corn FROM WHICH THEY ARE TO BE READ.THE MIN. HEIGHT IS MEASURED USING AN UPPER CASE I. UNOBSTRUCTED REACH OBSTRUCTED REACH OBSTRUCTED REACH 2"L 36" �2" ``EQiEQ �EQiEQ.II UNDER LOWL FIXTURES ARE SHOWN TO ILLUSTRATE TYPICAL CLEAR SPACE REQUIRED AT WALKING SURFACE. DRINKING 12'-0" LOWER CASE CHARACTERS ARE NOT PERMITTED. CHARACTER STYLE SHALL BE SANS SERIF. ITEMS DEPICTED MAY VARY IN VISUAL REPRESENTATIONS, BUT CLEARANCE DIMENSIONS ARE TYPICAL. '*1/1Ifd.` MIN. VII CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER C C . LAV. CL. D.F. FOUNTAIN EMPLOYEE SIDE "O" 1555% MIN. AND 110% MAX OFTHE UPPER CASE LETTER "1". FLOOR FIXTURE CLEARANCES 3 ACCESSIBLE REACH RANGES ACCESSIBLE CLEARANCES — PLAN CONSULTANTS: 8. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY AQ2Q 1/4"=1.1-011 A020 1/4"=11-0" A020 1/4"=11-0" REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOT DIAMETER SHALL BE .059" MIN.-.063" MAX., INTER-DOT SPACING .090" MIN.-.100" MAX., HORIZONTAL DISTANCE BETWEEN ' CORRESPONDING CELLS .241 MIN.-.300" MAX., AND VERTICAL DISTANCE BETWEEN CORRESPONDING CELLS .395" MIN.-.400 MAX. FIXTURES ARE SHOWN TO ILLUSTRATE TYPICAL HEIGHTS FROM FINISH FLOOR. ITEMS DEPICTED MAY VARY IN VISUAL REPRESENTATIONS, BUT HEIGHTS ARE TYPICAL / ADJACENT WALL n 36" MIN. 54" MIN. •, 1// , ,- FLUSH CONTROLS SHALL BE / �/ �V 18" MAX. CL. LOCATED ON OPEN SIDE OF CL. 39"-41" , CENTER ABOVE PIPE SHALL BE INSULATED. 16" MIN. , WATER CLOSET A5 SHOWN cC - J TOILET (LAVATORY THERE SHALL BE NO SHARP / 6" V = CL. -.,, CL. OR ABRASIVE SURFACES J I Z 18 z 54" MIN. �, 2" • 24" oa z / 2" MIN. _�12 UNDER LAVATORY 1 I `� g IfdE MIN. A , MAX. SIGNAGE TO BE INSTALLED ON THE LATCH SIDE OF L G _ w �. THE DOOR LU � 1 - o Q r, o Q x 5 �` f 0 D a m v a m I ¢ 1/4" ACRYLIC SIGN SEE SPEC. FOR COLOR OF ¢ ¢ i ` 7"MIN m ` �� r,,� Oot ¢ m m O0 Q J a 0 cc 11,7---/8" MIN. z - z m 14 -- HDCP. SIGNAGE O ¢ 1r 1r I1 M O m O 11 rr ) - ¢ I ~ O � � 112„ V . 1 . 9MAX. 1A 1 .F � � � 1 'o 0O A \ \ w V c " FROM ` z a Z CL Z z 6" MAX ��1" MIN. 10 ACRYLIC APPLICATION, LETTERING, AND BRAILLE - a ((: RAISED 1/32" N o w WALL N MIRROR (BOTTOM EDGE �— a TOILET m TOILET SEAT HT. ri, TOILET PAPER DISPENSER SANITARY NAPKIN DISPOSAL -1 TOILET SEAT COVER DISPENSER GRAB BARS GRAB BARS A.D.A. LAVATORY \ IVT.O. GRAB BAR (U.N.O.) 1 r *-I OF REFLECTIVE SURFACE) 33" MIN./36" MAX. A.F.F. UN I S EX- HEIGHT OF LETTERING 5/8" MIN. TO 2" MAX. I I �feOQe� 40 V EQ. EQ. SEAL/SIGNATURE GRADE 2 BRAILLE (Se \'4• K__ • 0-'i°(------ 6„ 15" 5„ *ED A I� �/ ., 2' 6" 12' 0„ MIN. MAX. j� �`Tf >- r - CL. \ ;' I� ' , C7~ REBECCA L. Q o �, f� �\ �c ;\ .0 OLSON mz a " ** r � X 1 m ~ ;_-_, z I- Cr -- �`\ _ o o CUSTOMER EMPLOYEE 1,j b Q SAINT PAUL, MN O Q m m - _ ® co �� MI �., ' v r, g - Z = J8' MIN. _ z - z 2 9 ,i , License#6696 "1 " wz �\ m � � SIDE SIDE N to 2_ N � °m° a � � N � - F- a 9Nib rn v, � a a cc 1-1 a SIDE VIEW FRONT VIEW 6" MAX. X11 MIN. el. PAPER TOWEL SOAP MOP SINK FAUCET ELEC./DATA COAT LIGHT SWITCH T-STAT FIRE ALARM SURFACE MOUNTED HI-LO DRINKING , �/ DISPENSER DISPENSER OUTLET U.N.O. HOOK U.N.O. PULL STATION FIRE EXTINGUISHER POINT OF SALES COUNTER FOUNTAINS1$14461 6 ACCESSIBLE RESTROOM SIGNAGE 7 GRAB BAR DETAIL 20 s ACCESSIBLE MOUNTING HEIGHTS `A020 3„_1 0" ...)!1/4.._0202a 6, =1' 0" 0 1/4„_1, 0.. STORE U: 040 PROJECT: MORPHE WASHINGTON SQUARE SPACE #807 9585 SW WASHINGTON SQUARE RD TIGARD, OR 97223 A/E PROJECT NO.: M0040 DRAWN BY: GJF CHECKED BY: KDI / DRM / RLO ISSUES AND REVISIONS: D NOT USED12 NOT USED 13 NOT USED14 NOT USED15 NOT USED 1oa% cHECKSET 10.15.2018 8020 A020 `0020 A020 LL/PERMIT/BID 11.02.2018 SHEET TITLE: ACCESSIBILITY DETAILS 16 NOT USED 17 NOT USED 1s NOT USED 19 NOT USED 20 NOT USED A020 A020 l _020, \ Ao20 ` A020 `A020 CQ) (-13-- 0/ T J T " 2' 6" (PER LOD) 135'-4 (E) V.I.F. LEASE LINE TO LEASE LINE ,f POP-OUT 3/4" " .1 1 LEASE LINE IN I ( ) it h 10'-9 1/2" (E)V.I.F. 20' 1" (E)V.I.F. 19' 11' (E)V.I.F. 20 0 (E)V.I.F. 20-1 (E)V.I.F. 1/2"20-0 (E)V.I.F. 20-0 (E)V.I.F. 1/4"4 (E)V.I.F. / ,, LEASE LINE TO COL. CL. COL. CL. TO COL. CL. X COL. CL. TO COL. CL. COL. CL. TO COL. CL. ` COL. CL.TO COL. CL. )( COL. CL.TO COL. CL. COL. CL.TO COL. CL. `COL. CL.TO 53'-7 1/4" (E) V.I.F. 81'-8 3/4" (E)V.I.F. LEASE LINE LEASE LINE TO LEASE LINE I LEASE LINE TO LEASE LINE / ,i • 0 � w 0 w z O Z . O OLLI ADJACENT TENANT(N.I.C.) 1 CCW v HALLWAY STOCKROOM MANAGER'S OFFICE w = w LU if, w SALES AREA N Lu J SQ. FT. 281 SQ. FT. 1042 SQ. FT. 115 w w SQ. FT. 3,465 MORPHE TNI s. 1:3 - - - - - - — - - - - - - - -- - - — — - - - _ _ _ _ _ _ _ SAN FRANCISCO,CALIFORNIA 94103 GRD 22 FOURTH TQRCET,4TH FLOOR 1 / / ,,, / / / / / / // / / / / // / / / / /, / /, ,/ /, / / , , / / / /,,-/ ..- . / / . .. ) , / . / / .1.. • 1 r yr' ' 1 I I 1 I I ////,/,,,,, ‘' - - - r 'c-- EXIT ACCESS TRAVEL DISTANCE FROM MID POINT BETWEEN STOREFRONT EXIT EXIT ACCESS TRAVEL DISTANCE FROM MID P INT BETWEEN STOREFRONT "• 7 datilels 11 : 616 t • • , , AND REAR SERVICE DOOR EXIT TO REAR SERVICE DOOR EXIT- 73'-7' EXIT AND REAR SERVICE DOOR EXIT TO S REFRONT EXIT- 73'-7" .., i W IN ix, m I 0 IllIHhIlIIIIIIliL 0 444 m p A R C H I T E C T S © - I - 2145 Ford Parkway, Suite 301 .... o Saint Paul, Minnesota 55116 / u 651.690.5525 - ///a��/,//(/�/////i��////// / :. '' w+rvw.fi n n-d an iels.com ■ 1- -...... _ _ ___.. a7 — _ _— - - oil z / CONSULTANTS J �`• � / i 135'- " – — - �� iT_ _. a 4/3 OF i . AL :WY- -—- — '1._i MI 1 /7, , . 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S/ / ; r'; \ I L / ♦ 1. ;�• QED A i • © - REBECCA• � RE AL � y • OLSON 4 \ / • . . • • :. . , ., . , 1�-7 • LL+ O LI / • % •'+ii X ■♦♦ SAINT PAUL,MN Q ` . . ; i , ,, , License#6696 ak _ _ 1 s W LANDLORD DOR (N.I.C.) ■� ____II .' 1 , i 5 L—i • 1 I 1 /,//„„/,iii, gig . , . 1 . J I, i.11 � ,/ ' /////,,iii////,./,/, / , , , .,fix i'C'`? 4 " w "/" / �k S,w/x x' "fix ` S`"''i Y j I / ki"41141t - • r 1-1 ___ . . _-__ ___ • — — -- — — \(39 • - =la 0— ----n— (.., ....,, LL O H W ❑ w z U U 4ZJ J W ADJACENT TENANT(N.I.C.) ce ”' "' W .. Q w TOILET ROOM STUDIO o -' J SQ. FT. 70 SQ. FT. 287 10'-8" (E)V.I.F. 1241-8" (E)V.I.F. 2'-6" (PER LOD) LEASE LINE TO LEASE LINE ' LEASE LINE TO LEASE LINE ,� �f POP-OUT LEASE LINE _a - STORE a STORE #: 040 PROJECT: MORPHE WASHINGTON SQUARE SPACE #1307 9585 SW WASHINGTON SQUARE RD TIGARD, OR 97223 IcNi A/E PROJECT NO.: M0040 DRAWN BY: GJF CHECKED BY: KDI / DRM / RLO ISSUES AND REVISIONS: 1 EGRESS PLAN 100% CHECKSET 10.15.2018 1/411_11-01, LL/PERMIT/BID 11.02.2018 CODE SUMMARY NARRATIVE NOT USED NOT USED EGRESS PLAN KEYNOTES EGRESS PLAN LEGEND OCCUPANT LOADS ®1 EXISTING FIRE RATED GYP. BD. TENANT SEPARATION DEMISING PARTITION TO REMAIN. REFER TO SHEET A200 FOR ADDITIONAL INFORMATION. 36" WIDE EGRESS PATH A. DESIGN OCCUPANT LOAD (IBC TABLE 1004.1.2) n NEW ILLUMINATED EXIT SIGN. REFER TO SHEET A300 FOR ADDITIONAL INFORMATION. 1. SALES AREA 3,465 S.F. /30= 116 OCCUPANTS 2. STUDIO 287 S.F. / 15 = 20 OCCUPANTS O NEW DEMISING PARTITION. REFER TO SHEETA200 FOR ADDITIONAL INFORMATION. 3. BACK OF HOUSE 1,508 S.F./300= 6 OCCUPANTS 4. TOTAL OCCUPANT LOAD= 142 5. SEE SQUARE FOOTAGE BREAKDOWN ON SHEET A000 FOR ADDITIONAL INFORMATION. • • PATH OF TRAVEL MEANS OF EGRESS A. EXITS 1. NUMBER REQUIRED (IBC 1015.1) =2 '401DIRECTION OF EGRESS 2. NUMBER OF ACCESSIBLE REQUIRED (IBC 1007.1) = 2 3. ARRANGEMENT(IBC 1015.2.1) = NOT LESS THAN 1/3 OVERALL DIAGONAL 4. TRAVEL DISTANCE MAXIMUMS • EXIT ACCESS (IBC 1016.2) = 250 FT • COMMON PATH OF TRAVEL(IBC 1014.3) =75 FT • TRANSITION FROM COMMON PATH OF TRAVEL TO EXIT ACCESS 5. WIDTH MINIMUMS PATH OF TRAVEL • DESIGN EXIT WIDTH (IBC 1005.3.2) .2 X 142= 28.4" • ACCESSIBLE WIDTH (IBC 1007& ICC/ANSI A117.1 403.5) = 36" SHEET TITLE: • DOORS (IBC 1008.1.1&ANSI A117.1 404.2.2) =32" MIN. CLEAR 6. EXIT EGRESS THROUGH0 INTERVENING SPACES SHALL COMPLY WITH THIS SECTION. X MIDPOINT OF EXIT ACCESS PATH OF TRAVEL EGRESS PLAN • EGRESS FROM A ROOM OR SPACE SHALL NOT PASS THROUGH ADJOINING OR INTERVENING ROOMS OR AREAS, EXCEPT WHERE SUCH ADJOINING ROOMS OR AREAS AND THE AREA SERVED ARE ACCESSORY TO ONE OR THE OTHER, ARE NOT A GROUP H OCCUPANCY,AND PROVIDE A DISCERNIBLE PATH OF TRAVEL TO AN EXIT. • AN EXIT ACCESS SHALL NOT PASS THROUGH A ROOM THAT CAN BE LOCKED TO PREVENT EGRESS. • EGRESS SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, CLOSETS OR SPACES USED FOR SIMILAR PURPOSES. A030 (c_o (----R- 0J (-w) 135 4 (E)V.I.F. �2'-6" (PER LOD) it • LEASE LINE TO LEASE LINE ./ / POP-OUT 10'-9 1/2" (E)V.I.F. 20'-1" (E)V.I.F. 19'-11" (E)V.I.F. 20'-0 3/4" (E)V.I.F. y 20'-1" (E)V.I.F. 20'-0 1/2" (E)V.I.F. ` 20'-0" (E)V.I.F. ` '-4 1/4" (E) V.I.F/ LEASE LINE It P 11 / LEASE LINE TO COL. CL. COL. CL. TO COL. CL. I COL. CL.TO COL. CL. ,r COL. CL. TO COL. CL. COL. CL.TO COL CL. COL. CL.TO COL. CL. r COL. CL. TO COL. CL. COL. CL. TO 1 0 53'-7 1/4" (E)V.I.F. 81'-8 3/4" (E) V.I.F. LEASE LINE / LEASE LINE TO LEASE LINE ie LEASE LINE TO LEASE LINE ' LL > O H w U: © w Z 0 Z ADJACENT TENANT(N.I.C.) 6 ® CO 0 s 6 �:J ; VI 11 Z = Qinw LL W O W J TN N ---I-I LW w ZD J O O . < J >j >r / MORPHE - 0 -4 �, - - - - - - - - _ _ _ - - - - - - r - - - - - - - - e - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I -- G RD 22 FOURTH STREET,4TH FLOOR q ( Z 1f . `C1 SAN FRANCISCO,CALIFORNIA 94103 Y • r C/ LL. TILE \\\ - -L0 EXISTING N ' l FLOORING \\ 1 • EXISTING j 4 CONC. FLOORING • _ - 1..-- = fIiiidaIiieis © 20 ilD / o/ ARCHITECTS (E) MALL STORAGE AREA // — 2145 Ford Parkway, Suite 301 41E1 illEl CP CP 41:1 1:1; c Saint Paul, Minnesota 55116 1 // ' 651.690.5525 /1 www.finn-daniels.com ,r e T -- ■ .I -- e — ,I ■ • _—. • _ — — • I-i 1 I O I CONSULTANTS: 23 ® 23 23 � I 61 1 . Z w Z 22 22 22 I J LL Lu I Q v CJ � � I il � z 7 z NZ r! - - I I — — — � I - - - Tr r I T T- T I T TT E r Lu : a z IT 1 J - - - II I4---- EXISTING �- — — — 11L1- --17-1_1 � o Vo a CARPET \\ 43) I I I EXISTING `" w u' 2 17� 17 III FLOORING- \\ TILE 410 / ^ Z O 1 1 I r - , I FLOORING 11 a `�' Ln I11I J � � tr 22 @ = - -I / L - - (E)SALES AREA 12 HI 0 I k I II 111 I I I - --- 1L k I 10 III �J I I _= cr V Il _J LL W1 11 I Ck O O O O 13 15 l_\-- ��\HI 1 1' J 11 rt �I I I I I FOR REMOVAL/RELOCATION OF HVAC EQUIPMENT, \\1 IIII1 ® DUCTWORK, ELECTRICAL AND PLUMBING LINES. SEE 3 ± •I-(E) ELECTRICAL - T T T li I I f I� L I J MECHANICAL, ELECTRICAL, AND PLUMBING SPECIFICATIONS EXISTING 1.-4, 12 TILE y I = _ _ - - - �J LI- .- _ -- - - - F i r RESPECTIVELY. COORDINATE WITH LANDLORD. FLOORING - O O \ ® K10� I I DEMOLITION SUB-CONTRACTOR IS RESPONSIBLE FOR / SEAL/SIGNATURE I I 17 = I I 17 il EXISTING - r I I I I / I I I I ® I VISITING SITE FOR VISUAL INSPECTION PRIOR TO BID. ® ® LL. TILE // _ FLOORING // • h 1, - �� 1 1 _ _ - - - - _ _ - 1 �i ALL NOTES AND KEYNOTES ABOVE ARE TYPICAL THROUGH r - r IiIiiJ � 1IENTIRE LEASE SPACE. r LC - 12 GE ARC Z L E]TOILETROOM J . L - - - _I L - � - - - - - _I I � � � , - �� I I I L- — J B �h REBECCA L. � L r ~ , // (E) STOCKROOM i 1 _LJ - - ! 1 - - - ' n I /i - -- - 12 —I I 1 L.. w U U 3 i ' EXISTING F EXISTING 0 �- a -- ZL — �� v OLSON �- 01- V.C.T. // CONC. TIN JJJ SAINT PAUL. MN 6 } . il> TILE /// O. , License#6696 `'� LU FLOORING �j; FLOORING // r EXIS G �, I I - - - - - - - - �/ it \-. `� // rO 1?'0iL LANDLORD SERVICE 0 T T EXISTING € FLOORING r 7 ' I- _ - ,lj, r 4 O�, O CORRIDOR (N.I.C.) 11 I I CONC. I I 1 I i L� J 11 FLOORING i f I- -I I ---I T -1 I- 1 _\ I. _l I-I_ - I �� - - - - I - - -- - J ! I L LJ 1 I L I I _ _ J I S II �, A - . 39 ki414kAtr © LL 0 IoW �j� o w Z v (i) 0 0 0 0 ® 0 0 0 co � p z ADJACENT TENANT(N.I.C.) LLJ v, w Q 10'-8" (E)V.I.F. 124'-8" (E) V.I.F. 2-6" (PER LOD) r � A LEASE LINE TO LEASE LINE / LEASE LINE TO LEASE LINE POP-OUT LEASE LINE STORE #: 040 PROJECT: MORPHE WASHINGTON SQUARE SPACE #B07 9585 SW WASHINGTON SQUARE RD TIGARD, OR 97223 (---P4) / A E PROJECT NO.: M0040 DRAWN BY: GJF CHECKED BY: KDI / DRM / RLO ISSUES AND REVISIONS: 1 DEMOLITION PLAN 100% CHECKSET 10.15.2018 1/4"-11-0" LL/PERMIT/BID 11.02.2018 SHEET NOTES DEMOLITION PLAN KEYNOTES DEMOLITION PLAN LEGEND 1. PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE AUTHORITIES HAVING JURISDICTION AND ALL 9. HVAC SUBCONTRACTOR IS TO INSPECT EXISTING CONDITIONS AND DETERMINE IF ANY COMPRESSOR 1 LEASE LINE. 15 REMOVE ALL EXISTING FLOOR FINISHES THROUGHOUT LEASED SPACE TO LANDLORD'S CONCRETE SLAB, CONDITIONS SET FORTH IN THE LEASE. COMPLY WITH APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REFRIGERANT LINES ARE PRESENT THAT MUST BE PROPERLY DRAINED (TO E.P.A. STANDARDS) PRIOR TO O O U.N.Q. CLEAN AND PREP FOR NEW FLOOR FINISH MATERIAL. FIELD VERIFY EXISTING CONDITIONS AND EXISTING CONSTRUCTION AND/OR FIXTURES TO REMAIN (SHOWN SOLID) REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY, AND ENVIRONMENTAL PROTECTION. DEMOLITION. SEE DEMOLITION NOTES IN MEP SPECIFICATIONS. O EXISTING FIRE RATED GYP. BD. TENANT SEPARATION DEMISING PARTITION TO REMAIN. PROTECT FROM CONTACT ARCHITECT IMMEDIATELY AND PRIOR TO BID IF REMOVAL DOWN TO SMOOTH AND LEVEL SLAB AND DAMAGE. PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING AND FOR SMOOTH APPLICATION OF CANNOT BE ACHIEVED. 2. CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF THE LANDLORD'S CRITERIA PRIOR 10. NO DEMOLITION IS TO TAKE PLACE ANYWHERE OUTSIDE OF THE TENANT LEASED PREMISES WITHOUT THE TENANT FINISHES AS SCHEDULED. VERIFY EXISTING CONDITIONS IN FIELD PRIOR TO BID. TO CONSTRUCTION. FAILURE TO BE ACQUAINTED WITH THIS KNOWLEDGE DOES NOT RELIEVE CONTRACTOR OF APPROVAL OF THE LANDLORD AND COORDINATING WITH NEIGHBORING TENANTS. lb EXISTING STOCK FIXTURES TO BE REMOVED, U.N.O. - - - - - - EXISTING CONSTRUCTION AND/OR FIXTURES TO BE REMOVED (SHOWN DASHED) ANY RESPONSIBILITY. CONTRACTOR SHALL PERFORM A FULL WALK-THROUGH OF SPACE WITH TENANT 3O REMOVE EXISTING REAR SERVICE DOOR. PATCH AND REPAIR ADJACENT FINISHES SCHEDULED FOR REUSE AS AND COORDINATOR OR MALL OPERATIONS MANAGER PRIOR TO DEMOLITION TO ESTABLISH MALL RULES AND 11. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK AND REQUIRED FOR NEW FINISHES SCHEDULED. 17 EXISTING MOBILE SHELVING AND TRACK TO BE REMOVED AND DISCARDED. PREP FLOOR AS REQUIRED BY REGULATIONS. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE(S). PROVIDE BRACING OR SHORING AS REQUIRED NEW FLOOR FINISH MANUFACTURERS RECOMMENDATIONS. GENERAL CONTRACTOR WILL ASSUME LIABILITY FOR SUCH MOVEMENT,SETTLEMENT, DAMAGE, OR INJURY. O EXISTING LANDLORD NEUTRAL REVEAL TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS 3. COORDINATE DEMOLITION WORK WITH STRUCTURAL, MECHANICAL, PLUMBING,AND ELECTRICAL DRAWINGS. REQUIRED. 18 SEE BARRICADE ELEVATION 16/A530 FOR LOCATION OF BARRICADE DOORS. B UNE OF CONSTRUCTION BARRICADE -SEE BARRICADE ELEVATION 16/A530 12. PROVIDE, ERECT, AND MAINTAIN BARRICADES, LIGHTING, AND GUARD RAILS AS REQUIRED BY APPLICABLE ® PATCH AND REPAIR ANY EXISTING FIRE PROOFING, RATED WALL AND FLOOR/CEILING ASSEMBLIES A5 4. IMMEDIATELY FOLLOWING DEMOLITION, GENERAL CONTRACTOR'S JOB SUPERVISOR SHALL VERIFY LEASE REGULATORY ADVISORY TO PROTECT OCCUPANTS OF BUILDING, WORKERS,AND PEDESTRIANS. 19 EXISTING BASE BUILDING STRUCTURAL COLUMN TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR — — — LINE OF MEZZANINE ABOVE DIMENSIONS AND ANY OBSTRUCTIONS THAT MAY EXIST THROUGHOUT ENTIRE DEMISED SPACE. ANY AND ALL REQUIRED TO MAINTAIN FIRE RATING. ANY EXISTING FIREPROOFING AT STRUCTURAL MEMBER TO MAINTAIN REQUIRED FIRE RATING. DISCREPANCIES WITH THE INTENDED DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT'S 13. DO NOT BLOCK REQUIRED FXITWAYS. ERECT BARRICADES AND PROVIDE TEMPORARY LIGHTING IF REQUIRED O REMOVE EXISTING CEILING, FRAMING, LIGHT FIXTURES, HVAC GRILLES, DIFFUSERS AND DUCTWORK, U.N.Q. PROJECT MANAGER PRIOR TO ANY NEW CONSTRUCTION. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR TO MAINTAIN EGRESS PATH OF TRAVEL. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 20 PORTION OF EXISTING DEMISING WALL TO BE REMOVED FOR LOCATION OF NEW REAR SERVICE DOOR. SEE ALL ALTERATION COSTS IN CONSTRUCTION (AND ALL ARCHITECT'S AND ENGINEER'S FEES REQUIRED FOR A200 FOR ADDITIONAL INFORMATION, CHANGES) IF DISCREPANCIES EXIST, AND ARE NOT REPORTED WITHIN ONE WEEK OF GENERAL CONTRACTOR'S 14. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL UNUSED, ABANDONED, AND EXTRANEOUS n REMOVE EXISTING GYP, BD. SOFFITS AND FRAMING, U.N.O. POSSESSION OF SPACE. ITEMS, INCLUDING ABOVE EXISTING AND NEW CEILINGS. BURNING MATERIAL ON SITE IS NOT PERMITTED. DO 21 REMOVE EXISTING FITTING ROOM PARTITIONS, ACCESSORIES, AND ALL ASSOCIATED BLOCKING. NOT ALLOW DEMOLISHED MATERIAL TO COLLECT AND CREATE A HAZARD. REMOVE FROM SITE ON A REGULAR ®g REMOVE EXISTING DISPLAY FIXTURES, WALL STANDARDS, SHELVING, WALL BASE AND FURRING TO FACE OF 5. REMOVE AND DISPOSE OF ALL EXISTING INTERIOR PARTITIONS, DOORS, DROPPED CEILINGS, CEILING BASIS; DAILY IF REQUIRED. DEMISING PARTITION, U.N.O. 22 TENANT'S G.C. TO REMOVE EXISTING DEMISING WALL. PATCH AND REPAIR EXISTING SLAB AS NECESSARY EXISTING HEIGHTS SUSPENSION SYSTEMS, SOFFITS, MERCHANDISE DISPLAY FIXTURES, SHELVING, AND WALL BRACKETS UNLESS FOR A SMOOTH LEVEL SLAB. OTHERWISE NOTED. 15. THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE IF ANY ASBESTOS OR OTHER O LOCATION OF EXISTING ELECTRICAL EQUIPMENT. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL ISOLATE THE INFORMATION. 23 EXTENT OF EXISTING LANDLORD MECHANICAL MEZZANINE TO REMAIN, SHOWN DASHED. BOTTOM OF LOWEST OBSTRUCTION: 11'-3"A.F.F. @ VAV SUPPORT CHANNELS SHEET TITLE: 6. REMOVE ALL ELECTRICAL AND MECHANICAL LINES THAT ARE NOT SPECIFICALLY INTENDED TO REMAIN. REFER AFFECTED AREA AND CONTACT THE OWNER FOR FURTHER INSTRUCTIONS BEFORE PROCEEDING. TO ELECTRICAL, PLUMBING AND MECHANICAL SHEETS FOR INFORMATION ON EXISTING ELECTRICAL, 10 REMOVE EXISTING WALL PARTITIONS AND DOORS,SHOWN DASHED. BOTTOM OF LOWEST STRUCTURE: 12'-6"A.F.F. @ MEZZANINE EDGE BRACING PLUMBING AND MECHANICAL EQUIPMENT TO REMAIN FOR RE-USE. ALL UNUSED ELECTRICAL WIRING SHALL 16. THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE LIABLE FOR ANY DAMAGES CAUSED BY ANY BOTTOM OF ROOF DECK: 30'-0" A.F.F. @ FRONT(ROOF DECK) DEMOLITION PLAN BE PULLED BACK TO THE MAIN SWITCH GEAR,ALL UNUSED PLUMBING LINES SHALL BE CAPPED IN THE WALL EXISTING WATER LEAKAGES AND MOLDS. 11 EXISTING CASHWRAP, BACKWRAP AND ALL ASSOCIATED COMPONENTS, INCLUDING ELECTRICAL,TO BE 15'-2 1/2" A.F.F. @ REAR (MEZZANINE) OR BELOW FLOOR. REMOVED. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 17. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF BOTTOM OF LOWEST DUCTWORK: 11'-5" A.E.F. 7. EXERCISE EXTREME CARE DURING DEMOLITION AS TO NOT DISRUPT OR DAMAGE ANY EXISTING UTILITIES OR PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. 12 EXISTING STOREFRONT, GLASS, GLAZING FRAMES, AND SOFFIT TO BE REMOVED. PROTECT LANDLORD'S SPRINKLER LINES WHICH SERVICE ADJACENT TENANTS. GENERAL CONTRACTOR WILL BEAR THE SOLE BULKHEAD AND COMMON AREA FLOORING FROM DAMAGE. PATCH AND REPAIR AS REQUIRED. SALVAGE BOTTOM OF SPRINKLER MAIN: 12'-7"A.F.F. @ MEZZANINE RESPONSIBILITY OF ANY SUCH DISRUPTION OR DAMAGE. LANDLORD TILE FLOORING FOR REUSE IF APPLICABLE. VERIFY EXISTING CONDITIONS IN FIELD PRIOR TO BID. BOTTOM OF SPRINKLER BRANCHES: 18'-0" A.F.F. @ FRONT, 12'-6" A.F.F. @ REAR (UNDER MEZZANINE) 8. COORDINATE THE REMOVAL, DISCONNECTION AND/OR CAPPING OF ANY UTILITIES WITH LANDLORD'S FIELD 13 REMOVE EXISTING WALLS, CEILING, FINISHES, PLUMBING FIXTURES, LIGHTING, SHELVING, ETC. SHOWN BOTTOM OF EXISTING CEILING: 16'-9 1/2" A.F.F. @ SALES, 9'-ll 1/2" A.F.F. @ STOCK A100 REPRESENTATIVE AND ANY APPLICABLE UTILITY COMPANIES. ALL ABANDONED ELECTRICAL, TELEPHONE DASHED. EXISTING TO REMAIN SHOWN SHADED. PATCH AND REPAIR EXISTING TO REMAIN AS REQUIRED. 8'-0" A.F.F. @ TOILET ROOM, 10'-7"A.F.F. @ ELECTRICAL CONDUIT, PLUMBING LINES, DRAIN LINES, AND MECHANICAL DUCTWORK AS THE RESULT OF DEMOLITION REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. r i 1 HEIGHTS ARE APPROXIMATE AND SHOULD BE VERIFIED IN THE FIELD PRIOR I SHALL BE REMOVED BACK TO THE LANDLORD'S ORIGINAL POINT. PLACE MARKERS TO INDICATE LOCATION OF 1 TO BID. NOTIFY ARCHITECT IMMEDIATELY OF ANY HEIGHTS THAT AFFECT ANY 14 EXISTING TOILET ROOM TO BE DEMOLISHED. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING 1 I DISCONNECTED SERVICES. DRAWINGS FOR ADDITIONAL INFORMATION. CONSTRUCTION PER THE BALANCE OF THIS CONSTRUCTION DRAWING SET. 1 (91:\.) RSI0 111110 0 0 0 POP-OUT / 135'-4" (E)V.I.F.V.V.I.F.' / / P- 4LOD) LEASE LINE TO LEASE LINE LEASE LINE 10'-9 1/2" (E)V.I.F. 20'-1" (E)V.I.F. 19'-11" (E)V.I.F. y 20'-0 3/4" (E) V.I.F. 20'-1" (E)V.I.F. 20'-0 1/2" (E)V.I.F. 20'-0" (E)V.I.F. 4 1/4" (E)V.I.F. ie LEASE LINE TO COL. CL. - COL. CL. TO COL. CL. 11 COL. CL. TO COL. CL. 'I COL. CL.TO COL. CL. ' COL. CL.TO COL. CL. /e COL. CL. TO COL. CL. el COL. CL.TO COL. CL. ' COL. CL. TO ( ) It 11 il L firNI _ 53'-7 1/4" (E)V.I.F. 81'-8 3/4" (E)V.I.F. 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J I I / / - —1 �- r G ��w r- I r +� © .4 1, 1)414)6 \ __4 I, �-� 1- P- . . m—iI 0 LL N V M [t O O W o W Z 0 V(Z� (1�0 0 0 V @ 0 (14)_i O J14) 0 0 2 a `r' w ADJACENT TENANT(N.I.C.) LU v a J W J r-1 5 1/4"- e 7'-6" 5"-- e 2'-0" �5" 13'-6 1/2"± 5' 15'-3 3/4" 5" 10' 11 1/4"± 'e 7'-4 3/4" ,� 27'-4 3/4" / 13'-7" (HOLD) 19'-10 3/4" �i s'-0" �/ (E)V.I.F. ��. I 10'-8" (E)V.I.F. 124' ` -8" (E)V.I.F. ' LEASE LINE TO LEASE LINE 2-6 (PER LOD) LEASE LINE TO LEASE LINE ,l / ' POP OUT LEASE LINE STORE #: 040 G.C.TO REVIEW SUBFLOOR STRUCTURE, SYSTEMS,AND SERVICE PRIOR TO CONSTRUCTION FOR CONDITIONS PREVENTING FLOOR PENETRATIONS INDICATED IN THE CONSTRUCTION DRAWINGS. PROJECT: COORDINATE ON SITE AND WITH LANDLORD'S REPRESENTATIVE. CONDITIONS PREVENTING LAYOUT AS SHOWN SHALL BE BROUGHT TO THE ATTENTION OF THE TENANT'S PROJECT MORPHE LMANAGER IMMEDIATELY AND PRIOR TO FRAMING. J SEE SHEET A030 FOR REQUIRED CLEARANCES/EGRESS PATH. WASHINGTON L �_, SEE SHEET A610 FOR DOOR SCHEDULE AND DETAILS. SQUARE L 1 r 7 SPACE #1307 CONTRACTOR TO X-RAY EXISTING SLAB PRIOR TO WORK, NOTIFY 9585 SW WASHINGTON SQUARE RD TENANT'S PM AND ARCHITECT IMMEDIATELY UPON TIGARD, OR 97223 COMPLETION OF X-RAY AND PRIOR TO ANY FURTHER WORK WITH ANY ISSUES OR CONCERNS PREVENTING WORK AS SHOWN. L_ J INA/E PROJECT NO.: M0040 DRAWN BY: GIF V CHECKED BY: KDI / DRM / RLO ISSUES AND REVISIONS: z FLOOR PLAN 100%CHECKSET 10.15.2018 1/4"=11-0" LL/PERMIT/BID 11.02.2018 SHEET NOTES FLOOR PLAN KEYNOTES WALL PARTITION LEGEND 1. SEE FIXTURE PLAN ON SHEET A220 FOR FIXTURE INFORMATION. 13. THE G.C. SHALL VERIFY THAT ALL PENETRATIONS WILL NOT COMPROMISE THE STRUCTURAL.INTEGRITY OF O LEASE LINE. n EXTENT OF EXISTING LANDLORD MECHANICAL MEZZANINE TO REMAIN, SHOWN DASHED. EXISTING FIRE RATED GYP. BD.TENANT SEPARATION DEMISING PARTITION TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING. THE EXISTING SLAB. REPAIR OF EXISTING CONDITIONS MAY BE REQUIRED, VERIFY IN FIELD. O EXISTING FIRE RATED GYP. BD. TENANT SEPARATION DEMISING PARTITION TO REMAIN. PROTECT FROM 16 INFILL EXISTING DOOR OPENING. WALL COMPOSITION, RATING AND THICKNESS TO MATCH EXISTING (V,I.F.). 11 ♦ VERIFY EXISTING CONDITIONS IN FIELD PRIOR TO BID. 2. NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH PLANS IN RELATION DAMAGE. PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING AND FOR SMOOTH APPLICATION OF TO THE EXISTING FIELD CONDITIONS. 14. ALL SLAB PENETRATIONS SHOULD BE COORDINATED WITH ON-SITE OPERATIONS MANAGER. WATERPROOF TENANT FINISHES AS SCHEDULED. VERIFY EXISTING CONDITIONS IN FIELD PRIOR TO BID. n G.C. TO EMBED 16 GA. BOX COLUMNS AT(4)CORNERS OF RECESSED ENTRY AS REQUIRED FOR SUPPORT OF MEMBRANE MUST BE WATER TESTED BY G.C. AND APPROVED BY ON-SITE OPERATIONS MANAGER. RECESSED ENTRY CEILING. MEI I NEW RATED DEMISING PARTITION: ONE LAYER 5/8" TYPE 'X' GYP. BD. ON THIS TENANT 1-6---•\ 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO NOT 3OREAR SERVICE DOOR. SEE A610 FOR ADDITIONAL INFORMATION. SIDE ONLY OF METAL STUDS FROM FLOOR SLAB TO UNDERSIDE OF MEZZANINE/ROOF SCALE. CONTACT ARCHITECT FOR ANY CLARIFICATIONS NEEDED. 15. ACCESS PANELS IN WALLS FOR PLUMBING, MECHANICAL, OR ELECTRICAL ACCESS ARE TO BE FRAMELESS 18 6" DEEP BQX BEAMS CONSISTING OF (2) 6" 16 GA. METAL STUD CHANNELS WITH (2) 3 5/8" 16 GA. METAL4 ♦ DECK ABOVE AND SEAL PER FIRE RATING. ASSEMBLY PER UL#U465- A600 AND FLUSH WITH THE GWB PANELS. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO O4 EXISTING LANDLORD NEUTRAL REVEAL TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS TRACKS TO BE SUPPORTED FROM BOX COLUMNS EACH SIDE. 4. DIMENSIONS ARE FROM THE FACE OF FINISHED WALL TO FACE OF FINISHED WALL U.N.O. INSTALLATION. REQUIRED. 19 6" DEEP 16 GA. METAL STUD JOISTS AT 16" O.C. SUPPORTED EACH SIDE FROM BOX BEAM. REFER TO i - - 0 NEW REAR DOOR ALCOVE DEMISING PARTITION: ONE LAYER 5/8"TYPE 'X' GYP. BD. gok 5. ALL MANUFACTURED ARTICLES, MATERIALS,AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, 16. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS,AND JAMBS AS O5 COORDINATE WITH LANDLORD BELOW FLOOR WORK FOR CASHWRAP WIRING AS INDICATED. SEE REFLECTED CEILING PLAN FOR HEIGHTS. ON EACH SIDE OF METAL STUD FRAMING FROM FLOOR SLAB TO UNDERSIDE OF ERECTED, USED, CLEANED AND CONDITIONED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN REQUIRED TO MAKE ASSEMBLY RIGID. ELECTRICAL DRAWINGS AND COORDINATE LOCATION OF STUB-UP WITH TENANT. 4.• MEZZANINE/ROOF DECK ABOVE. ASSEMBLY PER UL#U465. A600 SPECIFICATIONS AND/OR INSTRUCTIONS. O SALES AREA DISPLAY MILLWORK AND EQUIPMENT. REFER TO SHEETS A220 AND A400 AS WELL AS MEP 17. THE G.C. SHALL SUPPLY AND INSTALL PROPER AND ADEQUATE WOOD BLOCKING TO SUPPORT ALL OWNER 6. ALL WORK SHALL BE EXECUTED IN A MANNER ACCEPTABLE TO THE TENANT. SUPPLIED FIXTURES AND G.C. SUPPLIED AND INSTALLED ITEMS FOR FIRM AND SECURE INSTALLATION ON DRAWINGS FOR ADDITIONAL INFORMATION. L;/// /U/, NEW NON RATED INTERIOR PARTITION: ONE LAYER 5/8" GYP. BD. ON EACH SIDE OF (Thi WALLS, COLUMNS, ETC. G.C. SHALL COORDINATE WITH FIXTURE VENDOR FOR REQUIRED LOCATIONS AND ACCESSIBLE TOILET ROOM. REFER TO SHEET A7DD AND MEP DRAWINGS FOR ADDITIONAL INFORMATION. METAL STUD FRAMING TO 6" ABOVE ADJACENT CLG. FINISH, U.N.O. EXTEND GYP. BD. 7. THE G.C. SHALL PROVIDE AND PAY ALL LABOR, MATERIALS EQUIPMENT,TOOLS, CONSTRUCTION ADEQUACY OF BLOCKING REQUIREMENTS AND PROVIDE ALL SUCH BLOCKING PRIOR TO CLOSING UP ANY O t ♦ FULL HEIGHT TO UNDERSIDE OF MEZZANINE/ROOF DECK ABOVE WHERE NO CLG. �60.91 EQUIPMENT, MACHINERY,TRANSPORTATION, PERMITS,AND OTHER SERVICES AND FACILITIES NECESSARY AND ALL WALLS, COLUMNS, ETC. ALL AREAS TO BE PHOTOGRAPHED OR WITNESSED AND SIGNED OFF (8) R• EFER TO SHEETS A220 AND A410 AS WELL AS MEP DRAWINGS FOR ADDITIONAL INFORMATION REGARDING EXISTS. FOR PROPER AND TIMELY EXECUTION OF WORK, U.N.O. BEFORE COVERING BLOCKING. IF REQUIRED BY CODE AND/OR LOCAL BUILDING OFFICIAL, BLOCKING SHALL BACK OF HOUSE FIXTURES AND EQUIPMENT. Awa owAr NEW NON-RATED INTERIOR FURRED PARTITION: ONE LAYER 5/8" GYP. BD. ON EXPOSED (---9-----\ BE FIRE RETARDANT TREATED OR METAL TO MEET SUCH REQUIREMENT. SIDE ONLY OF METAL STUD FRAMING TO 6" ABOVE ADJACENT CLG. FINISH, U.N.O. 8. THE G.C. WARRANTS TO THE OWNER,ARCHITECT, AND ENGINEERS THAT ALL MATERIALS AND EQUIPMENT (-9) L• OCATION OF ELECTRICAL EQUIPMENT. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 4. EXTEND GYP. BD. FULL HEIGHT TO UNDERSIDE OF MEZZANINE/ROOF DECK ABOVE )!k00 FURNISHED UNDER THE CONTRACT ARE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORK WILL BE 18. THE G.C. IS RESPONSIBLE FOR PROVIDING PROTECTION AGAINST DAMAGE TO EXISTING FURNITURE, WHERE NO CLG. EXISTS. INSTALLED AS SPECIFIED AND FREE OF DEFECTS. ADJACENT FINISHED WORK, FLOORING, ETC. JO FIRE EXTINGUISHER.THE MAXIMUM TRAVEL DISTANCE FROM ANY PORTION OF THE SPACE TO THE FIRE SHEET TITLE: EXTINGUISHER LOCATION SHALL NOT EXCEED 75 FT. PREFERRED LOCATION SHOWN, HOWEVER G.C. TO 7•7•7•7.7. r•7•7•7•- NEW NON-RATED PARTIAL HEIGHT FURRED PARTITION: ONE LAYER 5/8" GYP. BD. 14 5..\\ 9. APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY LOCAL AUTHORITY. COORDINATE 19. THE G.C. IS RESPONSIBLE FOR THE FINAL CLEAN UP OF THE ENTIRE PREMISES INCLUDING BUT NOT LIMITED COORDINATE EXACT LOCATION AND QUANTITY WITH FIRE DEPARTMENT AND BUILDING DEPARTMENT OVER ONE LAYER 3/4" FIRE RATED PLYWOOD OVER 7/8" HAT CHANNEL OVER TWO WITH TENANT AND BUILDING INSPECTOR ON LOCATION(S)TO BE INSTALLED. TO FLOORS, MILLWORK, FIXTURES, ETC. FOLLOWING THE INSTALLATION OF THE MILLWORK. AUTHORITIES HAVING JURISDICTION IN FIELD PRIOR TO FINAL INSPECTIONS. 4141:› LAYERS 3/4" FIRE RATED PLYWOOD. A620 FLOOR PLAN 10. ALL PENETRATIONS OF FIRE RESISTIVE FLOOR OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND 11 PROVIDE FIRE RATED PLYWOOD BLOCKING IN WALLS WHERE WALL FIXTURES ARE TO BE INSTALLED. SEE INSTALLATION DETAILS THAT CONFORM TO UL STANDARDS FOR THE THROUGH PENETRATION FIRESTOP SHEET A400 FOR ADDITIONAL INFORMATION. COORDINATE ALL REQUIREMENTS WITH MILLWORK VENDOR "" NEW NON RATED DISPLAY PARTITION: ONE LAYER 5/8" GYP. BD. ON EACH SIDE OF 18 SYSTEMS.THE G.C. SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO AND MILLWORK SHOP DRAWINGS. METAL STUD FRAMING TO 6" ABOVE ADJACENT CLG. FINISH, U.N.O. EXTEND GYP. BD. THE UL LISTING TO THE ARCHITECT. SUCH DRAWING SHALL BE AVAILABLE TO ANY INSPECTOR. THE DRAWING FULL HEIGHT TO UNDERSIDE OF MEZZANINE/ROOF DECK ABOVE WHERE NO CEILING A620 0 INFILL EXISTING DEMISING WALL TO MATCH ADJACENT EXISTING DEMISING WALL CONSTRUCTION AS . SHALL BE SPECIFIC FOR EACH PENETRATION WITH VARIABLES DEFINED. EXISTS. REQUIRED AFTER REMOVAL OF EXISTING REAR SERVICE DOOR. 11. THE G.C. IS TO REPLACE ANY FIREPROOFING REMOVED FROM THE BUILDING STRUCTURE DURING NOTES: A200 13 INSTALL PARTITION SO BACKSIDE OF GYP. BD. IS TIGHT TO EXISTING STRUCTURAL COLUMN. DEMOLITION/CONSTRUCTION. 1. USE W.R. GYP. BD. BEHIND ALL PLUMBING FIXTURES, IMMEDIATELY ADJACENT TO PLUMBING FIXTURES 14 EXISTING BASE BUILDING STRUCTURAL COLUMN TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AND THROUGHOUT TOILET ROOM. 12. THE G.C. IS RESPONSIBLE FOR MAINTAINING INTEGRITY OF RATED PARTITIONS AND STRUCTURE WHERE ANY EXISTING FIREPROOFING AT STRUCTURAL MEMBER TO MAINTAIN REQUIRED FIRE RATING. PAINT TO 2. 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SHALL PERFORM RELATIVE HUMIDITY TEST USING WAGNER RELATIVE 9585 SW WASHINGTON SQUARE RD. RAPID HUMIDITY RH TESTING PROBE. G.C. SHALL FOLLOW WRITTEN SPECIFICATIONS PROVIDE BY MANUFACTURER. USE THE BELOW INFORMATION TIGARD, OR 97223 AS GUIDELINE FOR PRODUCT SPECIFICATION. MOISTURE LEVEL MOISTURE BARRIER SPECIFICATION 80%AND BELOW NO MOISTURE BARRIER 81% -89% APACENCAPSEAL 2 COAT SYSTEM 90%AND ABOVE ARDEX MC RAPID MOISTURE CONTROL SYSTEM 0 A/E PROJECT NO.: M0040 DRAWN BY: GJF 17 CHECKED BY: KDI / DRM / RLO i� ISSUES AND REVISIONS: rip FINISH PLAN 100% CHECKSET 10.15.2018 1/411=1'-0• LL/PERMIT/BID 11.02.2018 • SHEET NOTES FINISH NOTES FINISH PLAN LEGEND FINISH SCHEDULE 1. EXAMINE ALL SURFACES TO BE PAINTED UNDER THIS CONTRACT TO VERIFY THE WORK AND SUBSTRATE 1. ALL INTERIOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH CURRENT STATE AND LOCAL KEY I MATERIAL I MANU FACTURER I DESCRIPTION I NOTES KEY I MATERIAL I MANUFACTURER I DESCRIPTION I NOTES CONDITIONS INSTALLED AND LEFT BEHIND AS A RESULT OF ALL TRADES IS IN A SATISFACTORY CONDITION BUILDING CODES. THE G.C. SHALL PROVIDE ALL FLAME SPREAD AND SMOKE DENSITY RATING FOR FINISH TO RECEIVE PAINT OR SPECIFIED FINISH. MATERIALS TO BE BUILDING DEPARTMENT AS REQUIRED. - FLOOR - _ FLOOR FLOOR FLOOR FLOORING GLASS 2. PAINTER SHALL BE RESPONSIBLE FOR THE REMOVAL OF HARDWARE, SWITCH COVERS, OUTLET COVERS, 2. ALL INTERIOR WALL AND CEILING FINISHES SHALL MEET THE FOLLOWING SPECIFICATIONS: FINISH FINISH FINISH FINISH ETC. AND REINSTALLATION OF SAME AFTER PAINTING. MALL SIDE WALLS AND CEILING F-1 F-2 _ F-3 F-41/8" MAX. GROUT JOINT; FOREST PARK 9"x36° FLOOR CLEAR TEMPERED STOREFRONT PROVIDED BY STOREFRONT 3. WHERE EXPOSED TO VIEW,ALL METAL SURFACES SHALL BE PROPERLY PREPPED PRIOR TO PAINTING. A. CLASS 'S' FLAME SPREAD INDEX 26 TO 75 MAX F-1 CERAMIC TILE DALTILE FP94; WHITE OAK GROUT TO BE G-1. INSTALL IN GL-1 GLASS -- GLASS VENDOR 4. WHERE EXPOSED TO VIEW, EXISTING STEEL COLUMNS AT SALES AREA SHALL BE PREPPED, PAINTED AND B. SMOKE DENSITY RATING 300 MAX RUNNING BOND PATTERN RECEIVE BASE. OWNER MAY ELECT TO FUR OUT COLUMN, VERIFY WITH FIXTURE VENDOR PRIOR TO BID. TENANT SIDE WALLS AND CEILING1124 JET SLACK1/8" MAX. GROUT JOINT; S. THE G.C. SHALL PATCH, REPAIR, AND/OR EXTEND EXISTING DEMISING WALLS TO MAINTAIN EXISTING FIRE A. CLASS 'C' FLAME SPREAD INDEX 76 TO 200 MAX F-2 CERAMIC TILE DALTILE 12"x24" , UNPOLISHED, GROUT TO BE G-2. INSTALL IN GL-2 MIRROR GLASS POLISHED EDGES 1/4" MIRROR GLASS WITH POLISHED EDGES RATING (AS REQUIRED). B. SMOKE DENSITY RATING 450 MAX RUNNING BOND PATTERN 6. FOLLOWING DEMOLITION ACTIVITIES, PATCH AND REPAIR ALL EXISTING SURFACES TO REMAIN- PATCH 3. ALL WOOD MUST BE CLASS 'A' FIRE RATED NON-COMBUSTIBLE MATERIAL AND ALL WOOD FIXTURES MUST FINISH PLAN KEYNOTES 12"x12" TILES;#51904 WALL BE CLASS 'A' STAMPED OR FURNISH MANUFACTURER'S CERTIFICATION. F 3 V.C.T. ARMSTRONG -- SHALL MATCH ADJACENT CONDITIONS FOR A UNIFORM APPEARANCE. STERLING 7. ALL OUTSIDE CORNERS AT DRYWALL PARTITIONS AND FURRED WALLS TO HAVE METAL CORNER BEADS 4. ALL MATERIALS INSTALLED SHALL BE A MIN. OF CLASS II; EXCEPT ALL MATERIALS INSTALLED ON THE FIBERGLASS 4'-0" HIGH F.R.P. PANELS AT TAPED AND SPACKLED SMOOTH. STOREFRONT SHALL BE A MIN. OF CLASS I. MATERIALS NOT MEETING THE CLASS MIN.,SHALL BE COVERED COORDINATE WITH LANDLORD FRP-1 REINFORCED MARLITE WHITE: P-100 TOILET ROOM, DRINKING 8. THE G.C. WILL REPAINT AND/OR REPAIR THE LANDLORD'S PROPERTY(BULKHEADS, REAR CORRIDOR, ETC.) WITH A COATING OF NOT LESS THAN 1/28"THICK THAT IS FIRE RATED FOR THE REQUIRED CLASSIFICATION. O EXTEND MALL COMMON AREA FLOORING TO 9O TILE START POINT AT CENTERLINE OF ENTRY. F-4 -- -- MALL FLOOR FINISH REPRESENTATIVE PANELS FOUNTAIN,AND MOP SINK IF DAMAGED DURING TENANT IMPROVEMENT. 5. AFTER INSTALLATION OF ALL FIXTURES, G.C.TO TOUCH UP ANY SURFACES THAT MAY BE DAMAGED. NEW STOREFRONT BASE LINE. EXTEND IN FULL -- 9. ALL PAINTS AND WALL COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S 6. WITHIN (3) DAYS OF THE COMPLETION OF DEMO., G.C. IS RESPONSIBLE FOR TESTING THE CONC. SLAB FOR TILES, REMOVE EXISTING PARTIAL TILES AND 10 MATCH BENJAMIN MOORE TILE PATTERN START POINT AT CENTERLINE OF MT 1 BRAKE METAL BLACK HIGH GLOSS BL SPECIFICATIONS AND RECOMMENDATION FOR THE PARTICULAR SURFACE. MOISTURE CONTENT USING WAGNER RELATIVE HUMIDITY RAPID RH TESTING KIT. G.C. TO CONTACT REPLACE WITH NEW AS REQUIRED. CASHWRAP/BACKWRAP. BLACK 2132-10 SEMI GLOSS 10. AFTER COMPLETION OF PAINTING, ALL PAINT MATERIALS AND EQUIPMENT SHALL BE REMOVED. ALL PRODUCT MANUFACTURER. PRIOR TO BIDDING FOR TESTING, EXISTING CONDITIONS RECOMMENDATIONS O REFER TO STOREFRONT DRAWINGS FOR do DURING FLOOR INSTALLATION,TILES SHOULD P-1 PAINT BENJAMIN MOORE OC 152 SUPER WHITE; FLAT -- PAINT SPOTS SHALL BE REMOVED AND ALL AREAS SHALL BE THOROUGHLY CLEANED. ANY DIR AND DEBRIS AND COMPLETE APPLICATION INSTRUCTIONS. G.C. MUST PROVIDE ADD ALTERNATE BID ON BID FORM. SEE STOREFRONT FINISHES. BE CUT AT FLOOR TRANSITION TO ENSURE BASE CAUSED BY WORK SHALL BE CLEANED UP AS WORK PROGRESSES. MOISTURE BARRIER CHART FOR TESTING REQUIREMENTS AND PRODUCT SPECIFICATIONS. FLOORING ALIGNS WITH MILLWORK FIXTURES. 11. RETOUCH OR REFINISH SURFACES DAMAGED BY SUBSEQUENT WORK AS DIRECTED BY G.C.THE COST OF 7. AFTER REQUIRED MOISTURE AND RELATIVE HUMIDITY TEST RESULTS ARE RECEIVED, G.C. IS RESPONSIBLE O CENTER FLOOR FINISH WITHIN EXTENTS OF TRANSITIONS WILL NOT END WITH FULL TILE. 4"x3/4" FLAT MDF;G.C.TO OC-152 SUPER WHITE; SUCH RESTORATION WORK SHALL BE BORNE BY THE G.C. FOR PROVIDING A LEVEL CONCRETE SLAB PRIOR TO FLOOR INSTALLATION. G.C. MUST FOLLOW FLOOR FINISH PERIMETER, AS SHOWN. COORDINATE WITH FIXTURE PLAN. REFER TO B-1 WALL BASE -- PAINT P-2 -- P-2 PAINT BENJAMIN MOORE SEMI GLOSS 12. WIPE CLEAN ALL SURFACES WITH DAMP CLOTH. MANUFACTURER RECOMMENDATIONS AND INSTRUCTIONS FOR SUITABLE SUBSTRATES, FLOOR O4 G.C. TO PAINT WALL BEHIND GRAPHIC P-3 . SHEET A230. 13. REMOVE ALL ROUGH SURFACE SPACKLE FROM WALL BEFORE BASE APPLICATION. PREPARATION, AND APPLICATION. G.C. TO PROVIDE BID ON BID FORM FOR THE FOLLOWING: WALL GRAPHIC WC-1 FURNISHED AND 12 TILE PATTERN START POINT AT CENTERLINE OF B-2 WALL BASE JOHNSONITE 4" HIGH VAPOR GRAY VINYL $ACK OF HOUSE WALL BASE P-3 PAINT BENJAMIN MOORE OC 152 SUPER WHITE; SHEET TITLE: 14. BASE SHALL BE GLUED TIGHT TO WALL, WITH NO DELAMINATION OR BUBBLES. •FOR MINOR SURFACE CONCRETE DEFECTS, PATCHING, SMOOTHING,AND FEATHERING; RECOMMENDED INSTALLED BY SIGN VENDOR. STUDIO. COVE BASE EGGSHELL 15. FLOORING CONTRACTOR SHALL HAVE A MINIMUM (5)YEARS EXPERIENCE WORKING WITH THESE TYPES PRODUCTS INCLUDE ARDEX- FEATHER FINISH; SELF-DRYING, CEMENT-BASE FINISHING UNDERLAYMENT 0 PROVIDE FRP-1 AS DIRECTED. REFER TO 13 WRAP COLUMN SURROUND IN GL-2 FINISH OF PRODUCTS.16. PATCH ALL AREAS WHERE FLOOR IS CRACKED OR NOT LEVEL PRIOR TO FLOORING INSTALLATION. - MAPEI - PLANIPROP FF; PREMIUM SKIMCOATING AND PATCHING COMPOUND SHEET A410 AND 13/A700. MIRRORED GLASS TO 8'-0" A.F.F. APPLY TRIM P-4 - PAINT BENJAMIN MOORE BLACK 2132-10; SEMI-GLOSS -- 17. INSTALL ALL FLOORING PER MANUFACTURER'S SPECIFICATIONS. PROVIDE ALL NECESSARY CONTROL - MAPEI - PLANIPATCH: FAST-SETTING, POLYMER-MODIFIED, CEMENT-BASED PATCHING COMPOUND O MATCH EXISTING CORRIDOR FINISHES IN REAR IN POLISHED ALUMINUM WHERE REQUIRED. •FOR MAJOR CONCRETE DEFECTS AND SELF-LEVELING REPAIR; RECOMMEDNED PRODUCTS INCLUDE: GROUT EXTEND WALL COVERING JOINTS, EXPANSION JOINTS, AND GAPS REQUIRED PER MANUFACTURER'S RECOMMENDATIONS. DOOR ALCOVE.VERIFY EXISTING CONDITIONS 14 • G.C. TO PAINT WALLS AND COLUMNS TO 18. TYPICAL FLOORING TRANSITIONS ARE AT CENTERLINE OF DOOR OR AT CENTERLINE OF OPENING IF NO -ARDEX- K-15:SELF-LEVELING SUB-FLOOR SMOOTHING COMPOUND IN FIELD PRIOR TO BID. PROVIDE MATCHING CEILING OR TO 10'-0" A.F.F. WHERE NO PORCELAIN TILE GROUT TO BE WC-1 WALL SIGN VENDOR CUSTOM WALL COVERING FROM FLOOR TO CEILING AND MAPEI - PLANIPATCH PLUS SYSTEM: AN EMBOSSING LEVELERCOVERING GRAPHIC WRAP AT WALL RETURNS; DOOR IS PRESENT. FINISHES AS REQUIRED BY LANDLORD. CEILING EXISTS AT STOCKROOM. G-1 GROUT LATICRETE 90 LIGHT PEWTER INSTALLED PER MR'S 19. ALL TILE TO BE SET FLAT, LEVEL, AND TRUE. - MAPEI - ULTRAPLAN I PLUS: HIGH-PERFORMANCE, QUICK-SETTING, SELF-LEVELING UNDERLAYMENT REFER TO FINISH NOTES 20. GROUT JOINTS ARE TO BE EQUAL IN DIMENSION. CONFIRM WIDTHS WITH TENANT. PROVIDE GROUT 8. G.C. SHALL TRIM BRAKE METAL AND SCRIBE BASE WHERE REQUIRED ON SITE, VERIFY IN FIELD. O7 WATERPROOF MEMBRANE PER LANDLORD 15 WALL FINISHES ARE TO BE INSTALLED PRIOR INSTRUCTIONS SAMPLES FOR APPROVAL. 9. ALL FINISHES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. REQUIREMENTS- REFER TO DETAIL 11/A700. TO INSTALLATION OF WALL FIXTURES. PORCELAIN TILE GROUT TO BE CEILING A21 0 21, THE G.C. SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE FINISHES IN THE STORE, WALLS, FLOORS 10. FOR ALL WALLS TO RECEIVE BOTH PAINT AND CUSTOM WALL COVERING GRAPHIC, G.C. TO FINISH,TAPE, G-2 GROUT LATICRETE 22 MIDNIGHT BLACK INSTALLED PER MFR'S O AND CEILINGS PRIOR TO TURNOVER. G.C. SHALL TOUCH-UP ALL CORNER BEADS,WALLS, CEILINGS, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED AND ENSURE A LEVEL 5 FINISH. G.C. TO USE ACRYLIC OR 8 BEFORE NEW FLOORING IS INSTALLED, G.C. TO INSTRUCTIONS TILE: 2x2;#534 CIRRUS FLOORING AND ANY DAMAGE CAUSED BY OTHER TRADES INCLUDING MILLWORK PRIOR TO TURNOVER. ENAMEL BASE PAINT NOT LATEX. ALLOW PAINT TO OFF GAS FOR A MIN. OF 48 HOURS PRIOR TO WALL ENSURE EXISTING CONCRETE SLAB IS SMOOTH CL-1 ACOUSTICAL ARMSTRONG TEGULAR EDGE; WHITE GRID: SEE A300 FOR ADDITIONAL 22. ALL MILLWORK TO BE SUPPLIED BY FIXTURE VENDOR AND INSTALLED BY G.C., U.N.O. SEE FIXTURE PLAN. COVERING INSTALL. SIGN VENDOR TO APPLY GARDZ SURFACE SEALER AND INSTALL WALL COVERING. AND LEVEL THROUGHOUT THE ENTIRE SPACE. TILE CEILING 15/16" PRELUDE GRID; WHITE INFORMATION Q R 0 0 0 0 0 T 135' 4" (E)V.I.F. �--2'-6" (PER LOD) . , LEASE LINE TO LEASE LINE / , POP-OUT „ LEASE LINE 10'-9 1/2 (E)V.I.E. y 20-1 (E)V.I.F. 19'-11" (E)V.I.F. 20'-0 3/4" (E)V.I.F. 20'-1" (E)V.I.F. 201-0 1/2" (E)V.I.F. 20-0 (E)V.I.F. ;�-4 1/4" (E)V.I.F. (-) P II 14] / LEASE LINE TO COL.CL. 'I COL. CL. TO COL. CL. COL. CL.TO COL. CL. I COL. CL. TO COL. CL. COL. CL. TO COL. CL. COL. CL. TO COL. CL. COL. CL. TO COL. CL. ' COL. CL.TO / 53'-7 1/4" (E) V.I.F. 81'-8 3/4" (E) V.I.F. 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LEASE LINE TO LEASE LINE ^ �-2 6 (PER LOD) , LEASE LINE TO LEASE LINE ^ / POP-OUT LEASE LINE STORE #: 040 PROJECT: MORPHE WASHINGTON SQUARE SEE SHEET A030 FOR EGRESS AND FIXTURE I SPACE #607 CLEARANCE REQUIREMENTS. L J 9585 SW WASHINGTON SQUARE RD SEE SHEET A020 FOR CLEARANCE i TIGARD, OR 97223 REQUIREMENTS AT DOORS L J 0 A/E PROJECT NO.: M0040 DRAWN BY: GJF V CHECKED BY: KDI / DRM / RLO ISSUES AND REVISIONS: D1 FIXTURE PLAN 100% CHECKSET 10.15.2018 A 1/4"=1'-0 ' LL/PERMIT/BID 11.02.2018 SHEET NOTES FIXTURE PLAN KEYNOTES FIXTURE SCHEDULE ACTUAL TYPICAL ACTUAL TYPICAL ACTUAL TYPICAL ACTUAL TYPICAL 1. TENANT FIXTURE VENDOR SHALL CONTACT ARCHITECT IMMEDIATELY AND PRIOR TO FABRICATION IF KEY DESCRIPTION KEY DESCRIPTION KEY DESCRIPTION KEY DESCRIPTION 0 PLACE FIXTURE TO ALIGN WITH FLOOR TRANSITION, SHOWN DASHED. SEE A210 FOR ADDITIONAL QTY. QTY. QTY. QTY, QTY. QTY. QTY. QTY. ANY FIXTURES OR FIXTURE SIZES CHANGE FROM WHAT 15 CURRENTLY INDICATED IN THIS DRAWING SET. INFORMATION. MOBILE SHELVING - 18"D X 48"W X 96"H (4 SHELVING UNITS KMib1) 1 1 CASHWRAP-4 WELL K M20 > 1 1 NESTING ISLAND TABLE < B1 > 1 1 CORK BOARD-4'W X 3'H - ULINE H-3946 < SX > 0 0 TO 1 CARRIAGE) 2. TENANT FIXTURE VENDOR SHALL REFER TO SHEET A020 AND A030 FOR ACCESSIBILITY AND CLEARANCE O CASHWRAP AND POS SYSTEM. SEE DETAIL 1/A620 FOR ADDITIONAL INFORMATION. COMPLIANCE REQUIREMENTS. <M2b1> 1 1 BACKWRAP-4 WELL < B2 > 1 1 DRY ERASE BOARD-4'W X 3'H - ULINE H-617 /� Ti 1 1 EMPLOYEE TIME CLOCK - REFER TO ELECTRICAL DRAWINGS 3. QUANTITIES INDICATED IN THIS SCHEDULE ARE FOR TENANT'S PURPOSES ONLY. CONTRACTOR/VENDOR \ / BACKWRAP AND LED DISPLAY WALL. SEE DETAIL 16/A620 FOR ADDITIONAL INFORMATION. < M3a > 6 6 COMPLEXION TOWER- FLUIDITY Cl > 4 4 CHAIR- FOLDING - ULINE H-3015 BLACK < W1 > 1 1 WATER FILTRATION SYSTEM - REFER TO PLUMBING DRAWINGS SHALL SUBMIT BIDS/QUOTES BASED OFF DRAWINGS, NOT QUANTITIES INDICATED HERE. FINN DANIELS O BRUSH WALL. SEE DETAILS 11/A620, 13/A620, AND 14/A620 FOR ADDITIONAL INFORMATION. C2 > 1 1 CHAIR OFFICE ULINE H 4118 ARCHITECTS MAKES NO GUARANTEE THAT QUANTITIES LISTED ARE ACCURATE. Mab > 1 1 COMPLEXION TOWER HYGIENE 5 TENANT TO FURNISH USB PORT FOR G.C. TO MOUNT SECURELY TO LOUNGE TABLE. G.C. TO APPLY 4. ALL FURNITURE PROVIDED BY TENANT FIXTURE VENDOR U.N.O. AND REQUIRES PARTIAL ASSEMBLY BY VELCRO TO BOTTOM OF USB PORT AND ADHERE TO CENTER OF LOUNGE TABLE. <- M4 > 1 1 GRAB AND GO FIXTURE-TSD < C3 > 1 1 DATA CABINET G.C. FOR INSTALLATION. O6 G.C. TO PROVIDE 2" GROMMET HOLE FOR MANGER'S DESK. COORDINATE EXACT LOCATION IN FIELD. K M5 > 2 2 BRUSH WALL < D1 1 1 DESK AND SHELVES 5. G.C. TO UNPACK ALL WALL HARDWARE AND SHELVES AND INSTALL AT SALES AREA PERIMETER PRIOR TO PUNCH. ALL SHELVING TO BE WIPED DOWN PRIOR TO PUNCH. < M6 > 4 4 STANDARD WALL(G.C.TO INSTALL FABRIC GRAPHICS) < D2 > 1 1 DRAWING TUBE HOLDER- REFER TO PLUMBING DRAWINGS 6, G.C. TO RECEIVE AND VERIFY QUANTITIES AND ANY DAMAGE UPON RECEIPT. G.C. TO NOTIFY OWNER < M6C > 0 0 CORNER STANDARD WALL '( F1 > 0 0 FILING CABINET-4 DRAWER- ULINE H-1915BL- BLACK IMMEDIATELY OF ANY DISCREPANCIES OR DAMAGE. M7b > 4 4 STORY WALL(G.C. TO INSTALL FABRIC GRAPHICS) K F2 > 1 1 FILING CABINET-2 DRAWER- ULINE H-1914BL- BLACK 7. REFER TO ELECTRICAL DRAWINGS FOR ALL FIXTURES REQUIRING ELECTRICAL SERVICE AND CONNECTION. K M8b > 4 4 MIRROR WALL < K1 > 1 1 FIRST AID KIT M9 > 2 2 LIGHT BOX (G.C. TO INSTALL FABRIC GRAPHICS) < L1 > 1 1 LOCKERS-SIX TIER (3)WIDE- ULINE H-4809GR -GRAY <M10b> 8 8 GONDOLA < 12 > 1 1 LADDER AND HOOK- ULINE 8' H-2797/EVERBILT 10-3/4" BLACK HEAVY LADDER HANGER SHEET TITLE: <Miib> 2 2 CONSULTATION TABLE ' N1 > 1 1 MICROWAVE- MAGIC CHEF HMM1611ST F1XTU RE PLAN (M12b> 4 4 HYGIENE TABLE < Q1 > 1 1 TABLE - ULINE 42" X 42" M13 > 1 1 LASH FIXTURE AND 2 LASH TOWERS < R1 > 1 1 REFRIGERATOR- MAGIC CHEF HVDR104OW <M14b> 0 0 PEDESTAL K R2 > 2 2 COAT RACK- RICHELIEU HARDWARE 16925BAG <M15b> 2 2 NESTING FEATURE TABLE < 51 > 24 15 STO LKBOOM SHELVING L - 18"D X 48"W X 96"H - EXACALIBUR STEA220 (M17b> 6 6 END CAP-SINGLE DRAWER < S2 > 1 1 SAFE - G.C. TO SLEEVE BOLT SAFE TO THE FLOOR M19 > 4 4 TOWER ' 53 > 1 1 TINTEDH TW WE TH SURFA)CE MOUNTED STANDOARDS HELVES Q( () C'K) 135'-4" (E)V.I.F. �12'-6" (PER LOD) ` LEASE LINE TO LEASE LINE POP-OUT 101-9 1/2" (E)V.I.F. 20'-1" (E)V.I.F. 191-11" (E)V.I.F. 20'-O 3/4" (E)V.I.F. 20'4" (E)V.I.F. 20'-01/2" (E)V.I.F. 201-01 (E)V.I.F. -4 1/4" (E)V.I.F. Al ( ) It 1-1 11 I 41 / LEASE LINE TO COL. CL. 1 COL. CL.TO COL. CL. COL. CL TO COL. CL. COL. CL.TO COL. CL. 'V COL. CL.TO COL. CL. COL. CL.TO COL. CL. COL.CL.TO COL. CL. COL.CL.TO �� LEASE LINE 53' 7 1/4" (E)V.I.F. 81'-8 3/4" (E)V.I.F. LEASE LINE ` LEASE LINE TO LEASE LINE • LEASE LINE TO LEASE LINE ` LL 1'-0 11-0" l'-0" 1-0' o W 8141" 61-11 1/4" 61-11 1,(4 6"� �6" 6'-0" 7,-7" 6:: cie-6" 6-11 1/4" 6-11 1/4" 31-0 1/4" 2-6" 2'-6" "' z • LL, z ADJACENT TENANT(N.I.C.) wZ = wvla _J W w J f,F W GPI - - -_ �Gna aJ WJ . 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O OUTLET TO BE INSTALLED WITH (2) USB PORTS. 10 ALIGN FLOORING TRANSITIONS EDGE OF FIXTURES. REFER TO SHEET A210 AND A220. SHEET TITLE: FIXTURE OUTLET LOCATION PLAN Q R0 0 0 0 0 135'-4" (E)V.I.F. '-6" (PER LOD) i� LEASE LINE TO LEASE LINE i 1 ef POP-OUT • LEASE LINE -1 10'-9 1/2" (E) V.I.F. 20' " (E)V.I.F. 1 F. 19' 1" (E)V.I.F. 20'-0 3/4" (E)V.I.F. 20'-1" (E)V.I.F. 20'-0 1/2" (E)V.I.F. 20'-0" (E)V.I.F. 4 1/4" (E)V.I.F., I (I) 11 P I. 14' / LEASE LINE TO COL. CL. "! COL. CL.TO COL. CL. 4.t° COL. CL. TO COL. CL. COL. CL.TO COL. CL. #1' COL. CL.TO COL. CL. ir COL. CL. TO COL. CL, COL. CL.TO COL. CL. '1 COL. CL. TO 53'-7 1/4" (E)V.I.F. 81'-8 3/4" (E) V.I E. LEASE LINE LEASE LINE TO LEASE LINE ' LEASE LINE TO LEASE LINE ,,: SERVICE ENTRY 1 HALLWAY MANAGER'S OFFICE I SALES AREA -. o GYP. CLG. @ 9'-0" A.F.F. A.C.T. CEILING @ +9'-0" A.F.F. A.C.T. CEILING @ +9'-0"A.F.F. GYP. BD. CEILING @ +11'-0"A.F.F. p w z I CL-1 CL-1 - 0 P-1 0 J w 10 j w +11'-10" A.F.F. 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E /NL 0 Zr, o Saint Paul, Minnesota 55116 A A A _ _� A A A • A A A A A �a A A A \ -AP IA 73 — _ - - - 5Q ® - �, - ,� . 651.690.5525 ///////////////////i////////iii,iiiiiii/ iiiiiiaii/iriii/ilii/iinii/iii/iiiiiiii!/a//�fiiii./iiiiiii//iii/iiiii /iiiiriii/aiiiiiiiiiii/iii/ii /ii/iiiiii/./ii,a t-//hili///////iiiii�ia,/iiiiilr/ii//irii:////////// /iiiloll/iii /, 1 / { 5'-10" 5'-10" 5'-10" 5'-10'' 5'-10" . '-10" 5'-10" 5'-10" 5'-10" 5'-10" 5'-i0" 5'-10" I 1 www.finn-daniels.Com 1 Fl 7 \-411 ;4- _ sv —(* 7 ?--- , •,..I 8-0" 8'-0" f E2 8'-0" 8' 0" i i / 1O - - - - 06.4 N, „... „ _ 3'-7" 1 � �'I ® CONSULTANTS: 11 ✓ r �r i_ / Pp ` w �1 / = ` w I 1 1 W [ [ % n13.-9.. z I ' 7' 6" 3' 9" 3'-9" 3' 9" 1r(1/ 3' 9" �r 3' 9" X 3' 9" 3' 9"i X 3' 9" 3' 9" X 3' 9" �� 3' 9" / 3' 9" 3'-9" �r 3' 9" �� 30 ' 9" 3' 9" 3' 6" 1' 0" • J _ :' AOA _ I I / l Q \ EMP-117\— - - ii Al OA - ` ii. - - A - - - - - '11' A ••••., A - - OA - - - i,, A A LU —� - - - �EQ. 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L. w O O 9 J r-1 10'-8" (E)V.I.F. 124'-8" (E)V.I.F. LEASE LINE TO LEASE LINE ' LEASE LINE TO LEASE LINE '7,----F2'-6" (PER LOD) POP-OUT LEASE LINE STORE #: 040 r I SEE SHEETA210 FOR FINISH SCHEDULE I L - PROJECT: r G.C. SHALL COORDINATE AND IMPLEMENT ALL DIRECTIONAL MORPHE LIGHTING WITH CURRENT"MORPHE- LIGHTING OVERVIEW INCLUDED IN THE BID PACKAGE. DIRECTIONAL WASHINGTON LIGHTING SHALL BE AIMED AS IDENTIFIED IN DOCUMENT AND SQUARE COORDINATED WITH CURRENT REFLECTED CEILING PLAN AND SPACE #B07 FIXTURE PLAN WITHIN THE PROJECT'S 9585 SW WASHINGTON SQUARE RD CURRENT CONSTRUCTION DOCUMENT PACKAGE. ANY QUESTIONS TO BE TIGARD, OR 97223 COORDINATE WITH MORPHE PROJECT MANAGER PRIOR TO COMPLETION OF CONSTRUCTION. L J iN M0040 A/EPROJECTNO.: 1 DRAWN BY: GJF r CHECKED BY: KDI / DRM / RLO ISSUES AND REVISIONS: REFLECTED CEILING PLAN 100% CHECKSET 10.15.2018 A LL/PERMIT/BID 11.02.2018 1./411=V-0" SHEET NOTES REFLECTED CEILING PLAN KEYNOTES REFLECTED CEILING PLAN LEGEND 1. ALL CEILING HEIGHTS INDICATED ARE FROM FINISH FLOOR TO FINISH CEILING, U.N.O. O1 REFER TO 12/A600 FOR TYPICAL GYP. BD. CEILING ASSEMBLY. ® ® RECESSED 2-LIGHT DIRECTIONAL 2. ALL DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH, U.N.O. A Al 2X2 HVAC SUPPLY AIR DIFFUSER OREFER TO 13/A600 FOR TYPICAL A.C.T. CEILING ASSEMBLY. 3. REFER TO ELECTRICAL DRAWINGS FOR EXACT NUMBER AND TYPE OF LIGHT FIXTURES TO BE PROVIDED. E RECESSED DIRECTIONAL-SEE ELECTRICAL FOR ADDITIONAL INFORMATION 0 SPEAKER SYSTEM. TENANT VENDOR TO PROVIDE PLASTER RING, G.C. TO INSTALL AND MUD IN PLASTER 1 NOTIFY ARCHITECT SHOULD ANY DISCREPANCIES OCCUR. RING IN DRYWALL CEILING FOR RECESSED SPEAKERS. COORDINATE EXACT JUNCTION BOX LOCATIONS WITH Fr( 1X1 HVAC SUPPLY AIR DIFFUSER 4. COORDINATE CEILINGS WITH MECHANICAL. SEE MECHANICAL PLAN FOR LOCATIONS OF ALL DIFFUSERS, TENANT VENDOR. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. DUCTS, RETURN AIR GRILLES, SPRINKLERS, AND ANY ADDITIONAL MECHANICAL EQUIPMENT. O "RETAIL NEXT" DATA SENSOR LOCATION. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION, RECESSED DOWN LIGHT-SEE 18/A600 2X2 HVAC RETURN AIR DIFFUSER 5. FIRE SPRINKLER SYSTEM SHALL BE DESIGN/BUILD BY GENERAL CONTRACTOR. ALL AUTOMATIC FIRE O ALL ACCESS PANELS TO BE STEALTH STYLE WIND-LOCK 18" X 18" MIN., U.N.O. G.C. TO PAINT TO MATCH SPRINKLER SYSTEM ENGINEERING, MATERIALS, AND INSTALLATION TO BE BY LANDLORD'S DESIGNATED ADJACENT CEILING OR WALL FINISH. SIZE AND LOCATE AS REQUIRED FOR SIGNAGE ACCESS. FIRE SPRINKLER CONTRACTOR IF REQUIRED. O ILLUMINATED SIGNAGE. PROVIDE BLOCKING AS REQUIRED IN WALL FOR INSTALLATION. SEE ELECTRICAL C2 6. SPRINKLER HEADS: DRAWINGS. COORDINATE FINAL PLACEMENT WITH TENANT'S PROJECT MANAGER AND SIGNAGE VENDOR. SEE 19/A620 1X2 HVAC RETURN AIR DIFFUSER I A. IN GYPSUM BOARD CEILINGS SPRINKLER HEADS TO BE FLUSH CONCEALED TYPE WITH COVER PLATES O O OQ MULTI LIGHT GLOBE CHANDELIER TO MATCH CEILING FINISH COLOR. EXPOSED TYPE IN OTHER AREAS, UNLESS OTHERWISE NOTED. O LINE OF STOREFRONT SIGNAGE ABOVE. SEE SIGN SHOP DRAWINGS. B. PROVIDE SPRINKLER HEAD LAYOUT AS REQUIRED BY LANDLORD'S INSURANCE AND BY CODE. D O SECURITY CAMERA LOCATION. COORDINATE EXACT LOCATION WITH TENANT VENDOR. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. EXHAUST FAN 7. SPEAKERS:VERIFY SPEAKER QUANTITY AND LOCATIONS WITH TENANT. RECESSED 2X2 DOWN LIGHT (9-) PROVIDE 1/2" CONDUIT AND PULL STRING FROM SIGNAGE TO J-BOX/ACCESS PANEL. SEE ELECTRICAL [ 1 8. G.C. TO COORDINATE ALL SPEAKER REQUIREMENTS WITH TENANT PRIOR TO ROUGH IN. DRAWINGS FOR ADDITIONAL INFORMATION. SO SPEAKER J 9. ACCESS MECHANICAL AND ELECTRICAL EQUIPMENT CONCEALED BY GYPSUM BOARD CEILING THROUGH 10 REFER TO FLOOR PLAN A200 FOR SERVICE ENTRY CEILING ASSEMBLY. PAINT FINISH AS REQUIRED BY MECHANICAL DIFFUSERS. LANDLORD REPRESENTATIVE. Q "RETAIL NEXT" DATA SENSOR SHEET TITLE: 10. ALL LIGHT FIXTURES, HVAC EQUIPMENT AND DIFFUSERS SHALL BE SUPPORTED FROM TOP CHORD OF 11 CENTER DUPLEX RECEPTACLE BETWEEN LIGHT FIXTURES, AS SHOWN. INSTALL PARALLEL TO STOREFRONT 1K 1 LINEAR DOWN LIGHT(SUSPENDED AT 12'-0"A.F.F. WHERE NO CEILING EXISTS) REFLECTED CEILING STRUCTURAL JOIST ABOVE. GLAZING. ACCESS PANEL PLAN 11. COORDINATE WITH ALL TRADES INVOLVED TO ENSURE CLEARANCES FOR ALL CEILING RELATED El MINI RECESSED ADJUSTABLE WALL WASHER APPURTENANCES NECESSARY TO MAINTAIN THE SPECIFIED FINISH CEILING HEIGHT AS NOTED ON THE P © SECURITY CAMERA DRAWINGS. 12. CEILING SUSPENSION SYSTEM SHALL BE ATTACHED AT TWO ADJACENT WALLS, MAINTAIN TWO SIDESm EXIT SIGN A300 UNRESTRAINED. X Q CEILING MOUNTED DUPLEX RECEPTACLES 13. PROVIDE CEILING ACCESS TO ALL LANDLORD EQUIPMENT. CONTACT LANDLORD FOR REQUIREMENTS. REVIEW CEILING ACCESS REQUIREMENTS WITH TENANT PRIOR TO INSTALLATION OF ACCESS PANELS. T. .TENANT C1.-4- n T103'11"A.F.F INISHES O101317 13 © P 13OTYP 1313 1713 1713 J 14 `--�62� L B.O. ENTRY SOFFIT , B.O. ENTRY SOFFIT F :/_i. B.O.'DISPLAY SOFFIT0_ U / B.O. DISS'PLAY SOFFIT II ( ) It l ' II I f +11'-7"A.F.F. r +11'-7"A.F.F. „ - -N I B.O. GYP. BD. CEILING0_ r / / 0T / � /' �� B.O. GYP. BD. CEILING O._ +11-0"A.F.F. ,' ' / _ / " +11'-0"A.F.F- L r I et �- ----�� I _ — T.O. FIXTURES ` " /i� /• w T.O. FIXTURES r-'t 1 r X i -1 --\-1 `v r \-1 r -1 r-'� 1 +8'40"A.F.F. 0- / / , // \\ +81-10"A.F.F. 0- I I /` / / \ j a7 1- r O r �� ct 7, -- I , I-- -j / // \ / / f/ % / v �II 22 FOURTH STREET,4TH FLOOR / 1.13 L___.V____ __ r ___ ________ ____1 7 F-4 / . \/ ,' MORPHE "� / l �� // // � SAN FRANCISCO,CALIFORNIA 94103 !-.Nip i . « . " w _ I — /7 //' / ;\/ / / I III 1- 1 r,... - 7 II p r = I 1 " , �) 1 r ' IIS . I rte• p ® / / \ I // 1 / ' 1--R' 1 // / / / 'n 7- 1 0 1 ' ` I i . ==-1-, , iI I I I , ,. ._, , �--!1--" \ i / finn dani • I T.O. FINISH FLOOR0_ I / t=-� T.O. FINISH FLOOR 41,_ els , .., ,c \ / coi_o" rd r ARCHITECTS 2145 Ford Parkway, Suite 301 On,P U U ® U U U g 0 14 0 14 ®8 Saint Paul, Minnesota 55116 16 16 651.690.55 25 www.finn-daniels.com 1.-- RIGHT RIGHT SALES AREA WALL ELEVATION (Th INTERIOR STOREFRONT ELEVATION CONSULTANTS: � 1/4 A40 "=1�_0�� 0 l A40_0,i1 1/4'x=1'-0" jib .TENANT +103'11"A.F.F.FINISHES O 10 13 17 13 13 17 13 14 0 13 @1 TYp. ®2 �,p 17 13 13 19 OTYP 0 p 12 16 A620 A620 A620 v B.O. ENTRY SOFFIT +11'-10"A.F.F. Dik B.O. DISPLAY SOFFIT V it / / \� B.O. GYP. BD. CEILING f/ \� +11'-7"A.F.F. _ — +11'-0"A.F.F. ::: _o B.O. GYP. BD. CEILING .� I � I +11-0 A.F.F. T.O. FIXTURES , _ 1 +8'-10"A.F.F. r -i r -'t ,' r -'�1 `� L-\1 r 'c -1 r-\---i O # 1r I I s --- I I r1 � . 1_r ■W I r it ` S LIA.UPOS I L✓ • / 61111 In 1 1ni_. 1 i '9 ;:t 10 :', ,/ ! , ratfis ;:r m 1_, 1 / I / ' \ in 1A SEAL/SIGNATURE _ i \ r� r I • LV I • fV r�-r .J� =,y •'; f k. \ \ I _ f f _ ri ® ' ED A I I i III I I I I I I I I I I y `" ' I I I I _ �� c�f 1.T.O. FINISH FLOOR I -� I _ T.O. FINISH FLOOR / ,A 0'-0" • 1 . w� l �� I� 0a' o" • C� REBECCA L. t / \ / \ / OLSON , N N • SAINT PAUL,MN • ® 1 v Q ® U ® Q ® V,� TYP. V UYP. 15 0 � license#6696 ` '4'1;60 0 OF O&L #�l, •. kireogoly 3 LEFT SALES AREA WALL ELEVATION 4 REAR SALES AREA WALL ELEVATION A400 1/4".11-0" OTYP. KJTYP. 1 CJTYP. U1 TYP. (1JTYP. STORE #: 040 di B.O. GYP. BD. CEILINGV B.O.GYP. BD. CEILING IV +11'-0"A.F.F. +11'-0"A.F.F. PROJECT: y y Y . Y EXii MORPHE jii T.O. MIRROR \ IV+8-0 A.F.F. / / WASHINGTON \ SQUARE / /: 18 SPACE #B07 \ 9585 SW WASHINGTON SQUARE RD TIGARD, OR 97223 \ 7 / _ / ditk T.O. FINISH FLOOR 1 - , / ,i y di T.O. FINISH FLOOR y IP 0'-0" 0'-4° @ C / I YP. 0TYP. ® ®TYP. C /Typ, @TYP• A/E PROJECT NO.: M0040 DRAWN BY: GJF A B0 D CHECKED BY: KDI/ DRM / RLQ ISSUES AND REVISIONS: S STUDIO ELEVATIONS TYP. SALES COLUMN ELEVATION 100%CHECKSET 10.15.2018 A400 l 1/4"=1'-0" / LL/PERMIT/BID 11.02.2018 SALES AREA INTERIOR ELEVATION KEYNOTES Ol WALLS TO BE PREPPED TO A LEVEL 5 FINISH AND PAINTED AS SCHEDULED ON A210. 18 MIRROR APPLICATION AS SCHEDULED. REFER TO SHEET A210 FOR ADDITIONAL INFORMATION. O2 GRAPHIC WALL COVERING FURNISHED AND INSTALLED BY SIGN VENDOR. REFER TO SHEET A210 FOR ADDITIONAL INFORMATION. O BRAKE METAL FINISH. REFER TO SHEET A210 AND STOREFRONT SHEETS FOR ADDITIONAL INFORMATION. O4 WALL BASE AS SCHEDULED ON SHEET A210. 5O DOOR AND FRAME AS SCHEDULED. REFER TO SHEETS A200 AND A610 FOR ADDITIONAL INFORMATION. O6 CEILING MOUNTED EXIT SIGN. REFER TO SHEET A300 AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 7O WALL MOUNTED EXIT SIGN. REFER TO SHEET A300 AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. O PERIMETER SALES AREA DISPLAY FIXTURES. SEE SHEET A220 FOR ADDITIONAL INFORMATION. O REFER TO 2/A400 AND STOREFRONT SHEETS FOR ADDITIONAL INFORMATION REGARDING STOREFRONT CONSTRUCTION. i0 REFER TO SHEETS A300 AND A510 FOR ADDITIONAL INFORMATION REGARDING STOREFRONT DISPLAY AND ENTRY SOFFITS. - 11 LIGHT BOX TO BE FURNISHED AND INSTALLED BY MILLWORK VENDOR. SHEET TITLE: 12 LED DISPLAY WALL. REFER TO SHEET A220 FOR ADDITIONAL INFORMATION. SALES AREA O. PROVIDE PLYWOOD BACKING AS DIMENSIONED,SHOWN DASHED. INTERIOR ELEVATIONS 14 STOREFRONT GLAZING AS SCHEDULED.SEE STOREFRONT SHEETS FOR ADDITIONAL INFORMATION. 15 CASHWRAP. SEE SHEET A220 FOR ADDITIONAL INFORMATION. 16 "STANDARD WALL" LAYOUT CONCEPTUAL AND MAY INCLUDE SOME VARIATION. G.C.TO REFER TO VISUAL MERCHANDISING PLAN FOR FINAL CONFIGURATION AND REQUIREMENTS.G.C. SHALL INSTALL ALL REQUIRED A400 SHELVING. 17 G.C.TO INSTALL FABRIC GRAPHICS FURNISHED BY TENANT VENDOR.COORDINATE INSTALLATION WITH TENANT PROJECT MANAGER. 4' B.O. (E) LL. MEZZANINE MOlt I' 14' Ir +15'-2 1/2" A.F.F. (V.I.F.) ` OTYP. ` /TYP. - Addi T.O. PAINT LINE VIF +12'-0" A.F.F. OTYP. a O. TYP. MORPHE Dial' ® 0 / SAN FRANCISCO,CALIFORNIA 94103 \ 1 / , \ 1 / els [ i N 4li ARCHITECTS li j/ "\ 2145 Ford Parkway, Suite 301 T.O. FINISH FLOOR H. E / \ / , Saint Paul, Minnesota 55116 651.690.5525 /� (7� �Q) ��l �� '� www.finn-danieis.com 7 7 0 ® J)TYP. \ '/ V 3 TYP. V �J O 7 �'/ V CONSULTANTS: A CB) IPB.O. (E) LL. MEZZANINE +15'-2 1/2" A.F.F. (V.I.F.) ® ®TYP. ®TYP. A600 itii T.O. PAINT LINE +12'-0" A.F.F. NI 18 ` 1OTYP. ` /TYP. ddi B.O. MOP SINK CEILING _ _ - - M _ ,2'_0 IT +8'-0" A.F.F. i .. 16 ' a a • \ ft 11 - o nri / 'a ' �� 4 SEAL/SIGNATURE .— IC I. '1 tis ,c=. I.a a / di T.O. FINISH FLOOR — I.. I f GED ARC' �f y- • �J� IV D 0 � REBECCA L. rst 17---.® ® 3 TYP. 9 ® 4 13 ® 3 TYP. 0 7 0 0 ® ,..C? OLSON 0 SAINT PAUL, MN • D License#6696 `� OF 6 6 i '4 08.005 ) C1 STOCKROOM ELEVATIONS \A410 1/4"=1'-0" ®TYP. C1 TYP. 1 TYP. O1TYP. 5 O STORE #: 040 JB.O. A.C.T. CEILING y , PROJECT: +9'-0" A.F.F. / N Eqi MORPHE �, �, WASHINGTON ,t / SQUARE i / _-N N - - - = 'm \" .\. 1 9585 SW WASHINGTON SQUARE RD �. TIGARD, OR 97223 ikii T.O. FINISH FLOOR ? \ „ / D'-0" ®TYP. (8) I ®TYP. �/ /TYP. 3 Eel) A/E PROJECT NO.: M0040 DRAWN BY: GJF A B II D CHECKED BY: KDI / DRM / RLO HALLWAY ELEVATIONS ISSUES AND REVISIONS: 100% CHECKSET 10.15.2018 LL/PERMIT/BID 11.02.2018 BACK OF HOUSE INTERIOR ELEVATION KEYNOTES ® WALL TO BE PREPPED TO A LEVEL 3 FINISH AND PAINTED AS SCHEDULED ON SHEETA210 TO UNDERSIDE OF GYP. BD. CEILINGS, 6" ABOVE A.C.T. CEILINGS, OR TO 12'-0" A.F.F. IN AREAS WITHOUT CEILINGS. ® WALLS TO BE PREPPED TO A LEVEL 3 FINISH AND REMAIN UNPAINTED ABOVE 12'-0"A.F.F. ®TYP ®TYP C� 12 OTYP 12 O ®TYP ® WALL BASE AS SCHEDULED ON SHEET A210. O4 DOOR AND FRAME AS SCHEDULED. REFER TO SHEETS A200 AND A610 FOR ADDITIONAL INFORMATION. B.O. A.C.T. CEILING O5 WALL MOUNTED EXIT SIGN. REFER TO SHEET A300 AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. IP+9'-0" A.F.F. Y Y11 I 11 i Y 1' �` L OTOILET ROOM SIGNAGE. REFER TO SHEET A020 FOR ADDITIONAL INFORMATION. } I / N � O7 BACK OF HOUSE FIXTURES. REFER TO SHEET A220 FOR ADDITIONAL INFORMATION. 8 FIRE EXTINGUISHER. REFER TO SHEET A200 FOR ADDITIONAL INFORMATION. 0 f OA 1 L. S II OMOP SINK. REFER TO DETAIL 13/A700 FOR ADDITIONAL INFORMATION. o�1'- 3' 0' N / e. x, � N b 10 NOT USED. ` j--_ o A �I I o ` w Oll24" DEEP WORK SURFACE ON 22" BRACKETS- `� a4 n \ I e `� 12 12" DEEP SHELF ON 12" BRACKETS. 446 0T.O. FINISH FLOOR 1 ,, \ `N •* I _\ \ ? ` SHEET TITLE: 13 LOCATION OF ELECTRICAL EQUIPMENT. EXTENTS SHOWN DASHED. REFER TO SHEET A200 AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. BACK OFH UE 14 LOCATION OF ELECTRICAL AND DATA RECEPTACLES AT MANAGER'S DESK. REFER TO ELECTRICAL SHEETS. 7 ®TYP. ®TYP. 11 11 ® 14 @)0)® 11 7 ® ®TYP, ® INTERIOR ELEVATIONS O. DOOR BUZZER MOUNTED UNDER MANAGER'S DESK. REFER TO ELECTRICAL SHEETS. 16 PROVIDE F.R.P. TO 8'-0" A.F.F.. SEE SHEET A210 AND DETAIL 13/A700 FOR ADDITIONAL INFORMATION. 17 EXISTING STRUCTURAL COLUMN. FINISH TO MATCH WALLS. \A) B II D 18 WATER HEATER LOCATION. REFER TO PLUMBING DRAWINGS. OFFICE ELEVATIONS 3 A410 1/4"=1'-0,I KEYNOTES Ol LEASE LINE. ZO EXISTING LANDLORD NEUTRAL REVEAL TO REMAIN. PROTECT EQUAL EQUAL EQUAL FROM DAMAGE. PATCH AND • • 12-0 MAX. LENGTH 12-0 MAX. LENGTH 12-0 MAX. LENGTH AI J REPAIR AS REQUIRED. REPLACE IF " ItP1 DAMAGED. iik A O EXISTING DEMISING WALL TO A510 A510 REMAIN. PROTECT FROM n n n DAMAGE. PATCH AND REPAIR AS O `_ " �J O , 13 9'-2" / 6° REQUIRED. B.O. (E) L.+14UL�KHH BULKHEAD O EXISTING LANDLORD BULKHEAD - - - - - I TO REMAIN. PROTECT FROM 1 B.O. (E) L.L. REVEAL/ DAMAGE. PATCH AND REPAIR AS I I.. _ _ ' ` __ I T.Q.TENANT FINISHES REQUIRED. I 1 I _ ` ' +13'-11"A.F.F. 411 MORPHE OEXISTING BASE BUILDING ; I1 22 FOURTH STREET,4TH FLOOR STRUCTURAL COLUMN TO SAN FRANCISCO,CALIFORNIA 94103 REMAIN. PROTECT FROM . 0 DAMAGE. rn a A I 0 It P I-I E ® ALUMINUM GLAZING SYSTEM AS ' ' SCHEDULED. 00I I I ®Ofinn M I I O7T.O. GLAZING ENTRY DOORS A5 SCHEDULED. L ` +11-10 A R C H I T E C T S SEE A610 FOR ADDITIONAL � � � � " A.F.F. INFORMATION. i I / / /` I 2145 Ford Parkway, Suite 301 OBRAKE METAL MT-1 ,AS / / Saint Paul, Minnesota 55116 SHOWN HATCHED. NO VISIBLE FASTENERS. G.C.TO PROVIDE UP I I / I „ „ / , www.finn daniels�com TO 4'-0"x 12'-0" PANELS I I ^' I WITHOUT SEAMS AND MINIMUM / GAUGE OF .063 REFER TOC) ELEVATIONS FOR SEAM I E ' f/ CONSULTANTS: I LOCATIONS. I I - . ■ ■ // i O BRAKE METAL SEAM AS LOCATED -SEE DETAIL 4/A520 a I I f I I a n I I I 10 NOT USED. it d 11 ALIGN SEAM WITH BOTTOM OF \ GLAZING CHANNEL AS SHOWN. I I ' 12 5/8" CLEAR TEMPERED GLASS CH ,' = GL-1 • / C / I 13 SIGNAGE, LOCATED AS SHOWN - 8 SEE DETAIL 1/A530 C * / t O 14 NOT USED. O I I \ I O 15 EXISTING LANDLORD COMMON EQUAL / EQUAL , EQUAL EQUAL EQUAL • AREA FLOORING TO REMAIN. EQUAL %/ I I i / i PROTECT FROM DAMAGE. 12 1 / - I 12 REPLACE AND/OR PROVIDE NEW, I I ,` I IN FULL TILES, UP TO NEW STOREFRONT BASE LINE AS /// REQUIRED. I E // / I I7031 O16NEW SALES AREA FLOORING AS f -/ SCHEDULED TO STOREFRONT BASE LINE ON SALES AREA SIDE- t / • / I SEE A210 FOR ADDITIONAL INFORMATION. / j SEAL/SIGNATURE 17 LINE OF SOFFIT ABOVE (SHOWN / /II I DASHED). I I %/ - • I d D LS / ' / , 18 DOOR STOPS. 1 / I CS REBECCA L. / 19 DUST PROOF STRIKE IN HOLD I I / / W OLSON t7 OPEN AND CLOSED POSITIONS. 7. / = r3 41 20 HSS COLUMN. REFER TO I I / J i / / I SAINT PAUL,MN STRUCTURAL DRAWINGS. I I / / I , License#6696 21 HSS BEAM ABOVE. REFER TO ,' �� OF O� 10 1, .� STRUCTURAL DRAWINGS. I I �' % / ; 031446 I f O22 BRACING SHOWN DASHED. REFER I I / TO STRUCTURAL DRAWINGS. " ' " T.O. FINISH FLOOR N E 1 I I 0'-0" E I I I U 0 STORE #: 040 1 STOREFRONT ELEVATION PROJECT: A500 3/4"-1'-O" MORPHE WASHINGTON SQUARE SPACE #B07 43> 17 0 © 9585 SW WGARDNO 97223SQUARE RD A510 A510 TI71N— \ / \ I___ \ I \ 1 11 f \'7i 1 \ I 0 I r--__1 lit 0 A/E PROJECT NO.: M0040 r I J a I DRAWN BY: KDI iii \ CHECKED BY: KDI / DRM / RLO if) 3O - I o z \ ISSUES AND REVISIONS: in C I , L L w \ � @ a 100%CHECKSET 10.15.2018 \ 0 \ 22 21 1- N j 21 22 \ LL/PERMIT/BID 11.02.2018 zz000 \ ix � z a 6 I \ OX � a \ 1 6 A520 \ O� H 0 \ A520 REV. ` " i, SIM. . * r r�� r r r r r r r� r _ r r w r r r rr� r _ r _ r _ r r i r _ w r r r r r r r r r r r r w r r r r __ - _ r r _ r _ .. ... w 1 1 \\ \\\ \i ' I T T \, i 1 ] ,i N A I 1 I '`' J c H o Nzi) o j i '* 16 ® 17 16 016 Co r` 6 N O a 15 la 15 a 16 I I/ r -\ ' II 11 I /- -t \ A520 L - _ 1 I - - - - - - - - - - - - - - I ►� ( L _ _1 • Ir \ -I X �I -4--- r -1-- I J , 3 3 7— A520A520 REV. �1 ±�6 12 15 17 15 0 15 12 U U SHEET TITLE: V V V �� 2'-1" `� 14'-31/8"± y 7'-0" � 14'-31/8"± e 2'-1" 0, STOREFRONT PLAN EQUAL DOOR OPENING I EQUAL AND ELEVATION 17/8"- ----,e , 39'-8 1/4" (E)V.I.F. / --- 7/8" (E)V.I.F. • '' TENANT FINISHES (E)V.I.F. 1,-0" (PER LOD)V.I.F. e 37'-11"V.I.F. 7- ;Nr-0" (PER LOD)V.I.F. LEASE LINE TO ' / LEASE LINE TO LEASE LINE ' LEASE LINE TO LEASE LINE 39'-11" (E)V.I.F. LEASE LINE e A500 • LEASE LINE TO LEASE LINE • 2 STOREFRONT PLAN 500 3/4"=1'-0" KEYNOTES 01 LEASE LINE. O EXISTING LANDLORD BULKHEAD TO REMAIN (SHOWN SHADED). PROTECT FROM DAMAGE. PATCH AND REPAIR AS REQUIRED. O 3/4"X3/4" BLACK ALUMINUM REVEAL. i 1 O I 1' 1 1 1 1_: 4O ALUMINUM GLAZING SYSTEM AS SCHEDULED. j O5 ENTRY DOORS AS SCHEDULED. SEE A610 FOR ADDITIONAL INFORMATION. O CLEAR TEMPERED GLASS GL-1 . REFER TO 1/A500 FOR GLASS THICKNESS. O 3/4" FIRE RATED PLYWOOD OVER 5/8"TYPE 'X' GYP. BD. OVER 3 5/8" METAL STUD FRAMING. O WRAP 3/4" FIRE RATED PLYWOOD WITH BREAK METAL MT-1 MORPHE 22 FOURTH STREET,4TH FLOOR SAN FRANCISCO,CALIFORNIA 94103 O 5/8"TYPE 'X' GYP. BD.-G.C.TO PAINT P-4 . 10 GYP. BD.CEILING SYSTEM -SEE SHEET A300 AND DETAIL 12/A600 FOR ADDITIONAL INFORMATION. 11 METAL STUD FRAMING. SEE STRUCTURAL. firm daniels 12 METAL STUD DIAGONAL BRACING.SEE STRUCTURAL. ARCHITECTS 13 RECESSED LIGHT FIXTURE. SEE SHEET A300 FOR ADDITIONAL 2145 Ford Parkway, Suite 301 INFORMATION. Saint Paul, Minnesota 55116 0 651.690.5525 14 BREAK METAL MT-1 . NO VISIBLE FASTENERS. WWW,fM-danlelS.00111 15 __ LIGHT BOX, BEYOND,TO BE FURNISHED AND INSTALLED BY _ __ MILLWORK VENDOR. T.O. (E) L.L.STEEL BRACING - _ - T.O. (E) L.L. STEEL BRACING 16 EXISTING LANDLORD COMMON AREA FLOORING TO REMAIN. - - - - �� --' .�_ ~� I - - - - -_ I CONSULTANTS: PROTECT FROM DAMAGE. REPLACE AND/OR PROVIDE NEW, IN FULL IF+15' 2"A.F.F. (V.IF.] i _e- �z I © +15' 2"A.F.F. (V.IF.) _ _ TILES, UP TO NEW STOREFRONT BASE LINE AS REQUIRED. } - +�� 1� ` O -w -� B.O. {E] L.L. BULKHEAD - B.O. [E]L.L. BULKHEAD 17 NEW SALES AREA FLOORING AS SCHEDULED. SEE SHEET A210 FOR _�_ _ -_ A52.01 t -i - - - - Cip - - - - [� O +14'-7"A.F.F. -------- _ --_ I \' / +14'-7"A.F.F. Y ADDITIONAL INFORMATION. _ _ I ' � 1$ SIGNAGE REFER TO 1/A530 FOR ADDITIONAL INFORMATION. ----- B.O. (E) L.L. REVEAL/ j -- �� B.O. {E)L.L. REVEAL/ 1 �- } T.O.TENANT FINISHES } _ _ T.O.TENANT FINISHES »- 1T O (SHOWN ,- l'---7-7 -7 -4------- --- �"� +13' 11"A.F.F. I_~ �•„ +13'-11"A.F.F. IV 19 EXISTING STEEL BRACING WHERE OCCURS TO REMAIN + + +F + + + + +. + + t -4-F + + + + +:III I SHADED). PROTECT FROM DAMAGE. 1 20 HSS BEAM. REFER TO STRUCTURAL. _ _ -_ + + + + + +_+ I I / +_ - II• C -71 �, 11 o C �, o 0 20 /+ • +�\ + 20 __ , fr it 7 12 + I • + + + o -+ - + — I \+ m`2F +moi `�+11 • 511 ` •�• \' '/ 18/ - - Y A520 _ / , \B.O. (E) L.L.STEEL BRACING __ , B.O. [E] L.L. STEELBRACING,HL. tj–I+12'-2" A.F.F. (V.LF.) - - — /+,/ I■. + + „ + + �: : _ __ __ -- + + + + + T.Q. GLAZING/ T.O. GLAZING/ ' " . . L „ _--- 1 B.O. ENTRY SOFFIT - ___ A �� B.O. ENTRY SOFFIT+ + M1• . + + ' + '- ` l +11'-10”A.F.F. + + 1 + + + +r �. + I +11' 10"A.F.F. IV gib B.O. DISPLAY SOFFIT - - _ O B.O. DISPLAY SpFFIT - - I.Y�ILYI.�.�i..Y �.rr il• II.►�VY1 �rll i�Y.li1 I •Y rY 1�1 Yl i. l ..Y �I - Iiii +11' 7"A.F.F. \ i---/ 3 +11'-7" A.F.F. \ -- -}-- 31111 n I . injn 5 Aidi B.O.GYP. BD. CEILING B.O. GYP. BD. CEILING A520 +11'-0"A.F.F. \ / +1V-0" A.F.F. \ / \' /r I \\ ' I SEAL/SIGNATURE \ / / \ / / \ / \ / P-1 0 \,\ /� �' 9 P-4 4 O P-1 10 \ 0 / 0 P-4 \�\ O P-1 //// I ,\ p P-1 /; � 3 D ARc• ' 13 T.O. ENTRY DOORSik_ \' 13 51� /Yr."' \\ �/ ,/ II - - +9' 6" A.F.F. \\\ // I W REBECCA OLSON L. vvv //r /, vvv /r • SAT License#PAUL,696 \ / I – @ \ / 9 \.Q. Eq./ v'FCQ. EQ/ �� 0‘ I' o F kAgi4A5 \ / / \ I � 1 � \ 1-3." \ 4'-10" /r 1"- 111 I 4'-10" /\ / \ /� N dr �\ r ed \ / \ r II4 / I \\ 5'-0" // 2'-6" I \\ 51-0" 2'-6" I 1 \\ / t \POP-OUT \ / POP-OUT i \ / \ / 14 t ,\\ i/ •, 14 \\ / _ = is V \ / \ / 15 \� / 1 15 \\ i 'r \ / \ / \ / I \ / \ / \ / \ / I \ / \ / \ / \ / / \ / / \ / I \ r i \ / . I N \ / A i' , o /ri\ STORE #: 040 / \ / \ / \ / I / V / v // / \ ,r \\ / =' / \\ PROJECT: / \ / \ / v �' / v / \ / I / \ /'., ` MORPHE \ / \ \ , \ \ , \ WASHINGTON / \ % i I vv SQUARE / \ SPACE #B07 / / vvv / vvv I 9585 SW WASHINGTON SQUARE RD. I \' / \` , TIGARD, OR 97223 I r \ / E /r \ / ' I / \ I I / \ / \ I \ / \ / \ / \ / \ / \ / \ / \ / \ I I \ I // \\ I // \\ / \ / \ / \ / \ / \ . / 1 / \ .. I \ / \\ I // \\ I A/E PROJECT NO.: M0040 r \ I / \ I rr \\ i \\ 9 DRAWN BY: KDI r \ / \ A520 I. \\ I r \\ — � CHECKED BY: KDI/ DRM/ RLO rr '� I / 14 \\ / I / \ - / ' ISSUES AND REVISIONS: / \ r \ i r/ : I '\ / `\ I I 100%CHECKSET 10.15.2018 II T.O. FINISH FLOOR , 1 ) T.O. FINISH FLOOR 0'-0" \ ` — / 0'-0" Ilij LL/PERMIT/BID 11.02.2018 I I I I 17 ,e411) - 17 ee CL ENTRY DOORS SHEET TITLE: STOREFRONT SECTIONS n1 STOREFRONT SECTION AT ENTRY DOORS 11"=V-0" 2 STOREFRONT SECTION AT DISPLAY WINDOW A51 0 ` A510 1,1=1'-0,1 l A510 � 1'-2 7/8" / 2" KEYNOTES 2 1/2"- .7,-.\ 3 5/8" ,5/8" 1'-10 1/8"± e EQ. e/ EQ. (E) V.I.F. "' /' �I i 21/c OLEASE LINE. OEXISTING LANDLORD NEUTRAL REVEAL TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS REQUIRED. O EXISTING DEMISING WALL TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS REQUIRED. O 0 0@)€.6) @ M 0 It_ l II 14 4O EXISTING LANDLORD BULKHEAD TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS REQUIRED. 0 _ ___ /1O 3/4"X3/4" BLACK ALUMINUM REVEAL. COORDINATE EXACT TYPE AND ATTACHMENT METHODS WITH ® L LANDLORD PRIOR TO BID. _ )— T.O.TENANT FINISHES i 1 /// // /f /40/ SEE SHEET A510 II i.._. `.'" -"/Hr.'77', / ". .,'r '- , .I \ \ I O O ALUMINUM GLAZING SYSTEM AS SCHEDULED. ® r '.� :_.._.-..... ....'. h t C r O CLEAR TEMPERED GLASS GL-1 . REFER TO 1/A500 FOR GLASS THICKNESS. -+- -+- 4 •;111 0 8 2"X2" GLAZING RAIL TO MATCH MT-1 . ANCHOR SECURELY AT TOP AND BOTTOM,TYPICAL. I I O I L—Li 18 w 1/2"� (-1/2" 72 FOURTMORPHEH FLOOR `� _ �` �, SAN FRANCISCO,CALIFORNIA 94103 O9 2"X6" STOREFRONT GLAZING BASE TO MATCH MT-1 . ANCHOR SECURELY AT TOP AND BOTTOM, -+- -+- 12 / - f TYPICAL. I I I i` 13 r _ - • ' ' FN u-r ti• _ 10 3/4" FIRE RATED PLYWOOD WRAPPED WITH BRAKE METAL MT-1 -+- I _ � � 15 A _L\1/4_ // 1 j / / / I I ® - ' I j � m 11 3/4" FIRE RATED PLYWOOD. G.C. TO PAINT P-4 , #•. .\ I -E�•II 24 O •A / / lIiiii daniels'hh I 12 1/2" FIRE RATED PLYWOOD. G.C. TO PAINT P 4 1 �� 23L ! 1/16" I _ `, di MAX. GAP A R C H I T E C T S 13 5/8"TYPE 'X' GYP. BD. G.C. TO PAINT P-4 IWHERE EXPOSED. NO FINISH REQUIRED WHERE COVERED. -{ 25 I UU0.) 15 10 13 m m 10 CO 2145 Ford Parkway, Suite 301 14 5/8"TYPE 'X' GYP. BD. REFER TO A210 FOR ADDITIONAL INFORMATION. I Saint Paul, Minnesota 55116 1 I 651.690.5525 15 3 5/8" 20 GAUGE METAL STUD FRAMING AT 16" O.C. www.#inn-daniels.com O � �� CL. 16 FIRE RATED BLOCKING, AS REQUIRED. O l SEAM 3 ' r' _ o 17 LIGHT BOX TO BE FURNISHED AND INSTALLED BY MILLWORK VENDOR. '� o m o CONSULTANTS: 18 1/8" GLAZING GAP. BULKHEAD DETAIL • _ ('3 GLAZING CORNER DETAIL 4 BRAKE METAL SEAM DETAIL 520 / 3"-1'-0" A20 3"=11-0" ` A520 6„_1'-0„ 19 1" WIDE KERF IN FIRE RATED PLYWOOD. DEPTH VARIES ON PLYWOOD THICKNESS. COORDINATE WITH f BRAKE METAL VENDOR. 20 BRAKE/BEND BRAKE METAL TO RETURN INTO KERF. NO EXPOSED EDGES. 21 EXISTING BASE BUILDING STRUCTURAL COLUMN TO REMAIN. PROTECT FROM DAMAGE. I `71 0 ' 22 EXISTING STEEL BRACING WHERE OCCURS TO REMAIN. PROTECT FROM DAMAGE. 11 23 METAL STUD FRAMING. SEE STRUCTURAL. I 24 HSS COLUMN. REFER TO STRUCTURAL DRAWINGS. I'- 24 25 HSS BEAM. REFER TO STRUCTURAL DRAWINGS. I343)I 26 J-BEAD AND SEALANT. \ \`/ f_ 27 BRAKE METAL MT-1 , AS SHOWN HATCHED. NO VISIBLE FASTENERS. G.C.TO PROVIDE UP TO 4'-0" x \10 1Z—r1�I4310 12'-0" PANELS WITHOUT SEAMS AND MINIMUM GAUGE OF .063 REFER TO ELEVATIONS FOR SEAM . 28 LOCATIONS. 13 I -il BRAKE METAL SEAM AS LOCATED-SEE DETAIL 4/A520. O J U �:11 23 1 I m 411) '' - [ 43) SEAL/SIGNATURE _ 1 = 3 iI T.O. GLAZING/ 0 -. .. • ••L. . •••‘:•..',.N.1 . I-1 B.O. ENTRY SOFFIT _ SEE SHEET A510 0 `S. �ED ARc ® Z © `--� �h~� REBECCA L. � = 7 26 OLSONn„i •^ SAINT PAUL,MN • V , License#6696 17/8"/- /e 21_1" EQ. ^ EQ. (E)V.I.F. OF 6 # ,, '/ EQ. eh"�/�7EQ. 1' 0" (PER LOD)V.I.F. 1' 2 7/$" '� � 2 # LEASE LINE TOSosok#46 / / LEASE LINE 5 GLAZING HEAD DETAIL NEUTRAL PIER DETAIL7 NOT USED s NOT USED A520 1 1/2"=1'-0" \A520 1 A520 �/ EQ --//i EQ' \4/ IO STORE #: B.O. (E) L.L. BULKHEAD Ai_ 040 1 +14'-7"A.F.F. �� 1 B.O. (E) L.L. REVEAL/ O T.O. TENANT FINISHES PROJECT: ` +13'41" A.F.F. I 7 MORPHE 27 L3/4" WASHINGTON 28 SQUARE T.O. GLAZING ciL SPACE #B07 +11'-10" A.F.E. 9585 SW WASHINGTON SQUARE RD TIGARD, OR 97223 T.O. FINISH FLOOR dh 0'-0' A/E PROJECT NO.: M0040 DRAWN BY: KDI CHECKED BY: KDI / DRM / RLO ISSUES AND REVISIONS: g GLAZING SILL DETAIL 10 NOT USED 11 NOT USED 100% CHECKSET 10.15.2018 A520 \A520 / LL/PERMIT/BID 11.02.2018 A520 3"=11-0" / 0 0 SHEET TITLE: STOREFRONT T.O. FINISH FLOOR ii_ DETAILS 0'-0" CO 13 NOT USED 14 15 NOT USED NOT USED 16 SIDE STOREFRONT ELEVATION A520 A520 A520 \ .21,__52_0i A520 3/4"=1'-0" G.C.TO INSTALL F.R.T. M i� 9' 2 '� BLOCKING, COORDINATE ALL _ REQUIREMENTS WITH 1 3/16" SIGNAGE VENDOR r — •� G.C.TO COORDINATE " J POWER REQUIREMENTS TO A7L 1 0 R. 13 H E WITH ELECTRICAL DWGS. ^- INDIVIDUALLY oo m AND SIGNAGE VENDORMOUNTED o0 o FACE LIT m i U - SII LETTERS MORPHE 22 FOURTH STREET,4TH FLOOR ` %.l SAN FRANCISCO,CALIFORNIA 94103 .—± © r 7 A530 finndaniels NOTES: SIGNAGE SHOWN FOR ARCHITECTS REFERENCE ONLY. SIGNAGE 1. INDIVIDUAL ILLUMINATED LETTERS TO BE SUPPLIED AND INSTALLED (AT SITE) BY SIGN VENDOR TO SUBMIT SIGN 2145 Ford Parkway, Suite 301 VENDOR. SHOP DRAWINGS DIRECTLY TO Saint Paul, Minnesota 55116 LANDLORD FOR REVIEWS AND 651.690.5525 APPROVALS UPON TENANT'S 2. SIGNAGE SHOWN FOR REFERENCE ONLY. SIGN VENDOR TO SUBMIT SIGN SHOP DRAWINGS REVIEW AND APPROVAL. www.finn-daniels.com UNDER SEPARATE COVER TO LANDLORD FOR APPROVAL PRIOR TO FABRICATION. L. _ J (Th STOREFRONT SIGNAGE DETAIL STOREFRONT SIGN SECTION 4 NOT USED CONSULTANTS: A530 1 1/2"=1'-0" ` A53Q SEAL/SIGNATURE \'E ARC C7 REBECCA L. e5, OLSON • SAINT PAUL. MN • t.. , License#6696 `'� 0,, 084446 NOT USED 30 NOT USED 9NOTUSED 10 NOTUSED c9NOTUSED A A 530 STORE #: 040 PROJECT: MORPHE WASHINGTON SQUARE SPACE #B07 9585 SW WASHINGTON SQUARE RD TIGARD, OR 97223 A/E PROJECT NO.: M0040 DRAWN BY: GJF CHECKED BY: KDI / DRM / RLO NOT USED NOT USED NOT USED NOT USED 15 NOT USED ISSUES AND REVISIONS: 11 100% CHECKSET 10.15.2018 A5 0/3 ` A530 \ n...,._530 13 14 n,__530 , A530 LL/ ERMIT/BID 11.02.2018 CONSTR. BARRICADE GENERAL NOTES I-K CL LEASE LINE AT 19 ENTRY LEASE LINE AT ••-i i___/ NEUTRAL PIER A530 DOORS NEUTRAL PIER ` i �—LEASE LINE WHERE 1. G.C. SHALL COORDINATE TEMPORARY CONSTRUCTION BARRICADE PRIOR TO COMMENCEMENT OF LEASE LINE WHEREI i CONSTRUCTION, PER INSTRUCTION OF MALL OPERATIONS MANAGER. REFER TO RESPONSIBILITY \ OCCURS-RETURN BARRICADE TO SCHEDULE. ' OCCURS- RETURNI BARRICADE TO s j/ (E) MALL BULKHEAD (WHERE OCCURS) NEUTRAL PIER,TYP. NEUTRAL PIER,TYP. J,—/ VISQUEEN 2. G.C.TO COORDINATE ALL REQUIRED BUILDING PERMITS FOR BARRICADE. LIJ I I 3. ALL COSTS ASSOCIATED WITH SUCH BARRICADE INSTALLATION TO BE RESPONSIBILITY AS zz IDENTIFIED IN RESPONSIBILITY SCHEDULE. cc GYP. BD. OVER 3 5/8" x 25 GA. METAL 0 4. G.C. TO VERIFY ALLOWABLE FINISH SIZES, ESPECIALLY CLEARANCES REQUIRED CLEARANCES IN LL k I I STUDS. AT 24" O.C. MUD &TAPE z MALL COMMON AREA, OF BARRICADE WITH MALL OPERATIONS MANAGER. w — JOINTS TYP. SMOOTH FINISH. TBD — I H 2 i < e 8'-0" •, = v, 5. DO NOT ATTACH TO ANY LANDLORD'S FINISH MATERIALS. PROTECT ALL LANDLORD FINISHES FROM v Z Q �` i-� d I I I ,i l7 p DAMAGE. G. C. TO PROVIDE ONE LAYER OF 1/2" HOMOSOTE TO BE PLACED ON THE FLOOR LI- ��' \•\ I ,' - z < BETWEEN THE LEASE LINE AND BARRICADE TO PROTECT FLOORING. i cc z /' \`� ,/ '/ �` z - 6. DOORS IN TEMPORARY BARRICADE SHALL BE FRAMELESS HIDDEN HINGE DOOR WITH A DEAD BOLT I �� \\ I I �� LLQ ONLY. Q ♦ k Ii „, zQ �” 3 5/8" x 25 GA. METAL STUD , ¢ 2 • TBD w � 1 TBD + 8-1 TBD TBD • • I f� ' z 7. BARRICADE AND GRAPHICS MUST BE KEPT IN GOOD REPAIR THROUGHOUT THE DURATION OF \ \ / i' i BRACING AND BOTTOM STRUTS AT w 1 `'-' ` 10' 0" O.C. MAX. SECURE BOTTOM H CONSTRUCTION. REPAIR AND/OR REPLACE BASE, WALLBOARD, GRAPHICS, ETC. AS NEEDED. /' /� �`• I I�'�,' I STRUTS W/SANDBAGS AS > 8. G.C. TO COORDINATE REMOVAL OF TEMPORARY BARRICADE UPON CONSTRUCTION COMPLETION. SHEET TITLE: •\ /' �1'� REQUIRED. ` •�, �' COORDINATE EXACT REMOVAL TIME WITH TENANT'S P.M. AND LANDLORD REPRESENTATIVE. - SIGNAGE AND 3' D" 3' 0" PAIR 3' 0" x 7' 0" DOORS FOR //��, I I LEASE LINE, WHERE OCCURS 9. G.C. IS RESPONSIBLE TO PATCH, REPAIR, AND/OR REPAINT ANY DAMAGE TO MALL COMMON AREA it /� / ACCESS. PROVIDE AND 1 r BULKHEAD, CEILING, WALLS, ETC. AFTER REMOVAL OF BARRICADE. BARRICADE DETAILS CENTER ON INSTALL DEADBOLT LOCK • �/ / AND PAINT • 10. G.C. TO COORDINATE ALL BARRICADE REQUIREMENTS INCLUDING ANY REQUIRED VENDORS/SUB NEW ENTRY • CONTRACTOR'S WITH LANDLORD'S ON-SITE REPRESENTATIVE PRIOR TO BID. 2'-6" e------, 0" MAX. e ! NOTE: i 39'-11" (E)V.I.F. ,3'-0" MAX. 2'-6" 2'-6"ter' '-0" MAX. , POP OUT " VERIFY W/' I SEE BARRICADE GENERAL I LEASE LINE TO LEASE LINE i ' VERIFY W/" ' POP-OUT POP-OUT VERIFY W/' LEASE LINE MANAGMENT 1 NOTES FOR ADD'L INFO. I VERIFY WITH MALL OPERATIONS MANAGER MANAGMENT LEASE LINE LEASE LINE MANAGMENT A530 L J 1161 BARRICADE ELEVATION BARRICADE SECTION .6,_53i021/4"=1:-0" ` A530 1/4"=1' 0" 10 10 FOR BRACING @ TOP OF WALL, REFER TO DETAIL (14".."'\ 5 600 FOR BRACING @ TOP OF WALL, REFER TO DETAIL 14 t r 7 5 \ NOTE: �601J A600 I A600 A60� A600 NOTHING IS PERMITTED TO BE ATTACHED UNDERSIDE OF FLOOR OR ROOF ABOVE UNDERSIDE OF FLOOR OR ROOF ABOVE TO, SUSPENDED FROM, OR PENETRATE THE �- UNDERSIDE OF STRUCTURE - UNDERSIDE OF STRUCTURE T FLOOR/ROOF DECK ABOVE. FRAME, BRACE r--\\- n �� AND/OR SUSPEND, AS NEEDED,TO/FROM TOP CHORD OF JOISTS OR STRUCTURAL 1 7' t. I I ' I I , I I i STEEL WHICH EXISTS ABOVE TENANT SPACE. M 0 14 P j %� 20 GA.TYP DEEP LEG MTL.TRACK ANCHOR TO I 20 GA. TYP DEEP LEG MTL. TRACK ANCHOR TO I PATCH & REPAIR ALL FIREPROOFING AT 16 GA. TYP 3 5/8" MTL.TRACK ANCHOR TO I 16 GA, TYP 3 5/8" MTL. TRACK ANCHOR TO UNDERSIDE OF STRUCTURE AT 24" O.C. MAX. AND 12" I I UNDERSIDE OF STRUCTURE AT 24" O.C. MAX. AND 12" I EXISTING STRUCTURE. UNDERSIDE OF (E) SLAB AT 24" O.C. MAX. AND 12" I a ' I UNDERSIDE OF (E) SLAB AT 24" O.C. MAX.AND 12" I I FROM EA. END ,/--rii I FROM EA. END I I J FROM EA. END. I h -- J FROM EA. END. - - 11 - k _J LINE OF CEILING WHERE OCCURS (EXTEND GYP BD. TO -- rCOORDINATE ATTACHMENT, Y UNDERSIDE OF (E) DECK WHERE NO CEILING EXISTS) �—_ 771 r REQUIREMENTS AT i LINE OF CEILING WHERE OCCURS (EXTEND GYP BD.TO STRUCTURE ABOVE W/ r j ., = Zr UNDERSIDE OF (E) DECK WHERE NO CEILING EXISTS} LANDLORD PRIOR TO /- -- i j LCONSTRUCTION. J - -� ° ! MORPHE 7 4n 22 FOURTH STREET,4TH FLOOR j cal \1\ SAN FRANCISCO,CALIFORNIA 94103 t —, • u_ W r • -' o CONT. 18 GA. DEEP LEG 16 GA. TYP MTL. STUDS SPACED @ 24" O.C., SEE r Y 16 GA, TYP MTL. STUDS SPACED @ 24" O.C., SEE i-• . SOUND ATTENUATION INSULATION •• (E) TENANT DEMISING PARTITION OR EXTERIOR + DEFLECTION TRACK (1 1/2" MIN. TABLE BELOW FOR STUD SIZES } TABLE BELOW FOR STUD SIZES (REQ'D. @ TOILET ROOM WALLS) f WALL(WHERE OCCURS) 7 `-' DEEP LEGS). CONNECT TO ROOF . ,. !� STRUCTURE WITH (2)#12 SCREWStam' dathels i is F L i @ 16" O.C. t, • CONT. 3 5/8" X 20 GA.TRACK WITH AR CHITEC TS ` s Y 4 (1)#12 SCREW IN EACH FLANGE OF 2145 Ford Parkway, Suite 301 5/8"TYPE 'X' GYP. BD. AT BOTH SIDES OF METAL - t. 5/8 TYPE 'X' GYP. BD. AT BOTH SIDES OF METAL }-. (1) LAYER 5/8" GYP. BD, AT BOTH SIDES OF MTL. STUD �.} (1) LAYER 5/8" GYP. BD. AT EXPOSED SIDE OF MTL. STUD s•-^s EACH STUD y STUD FRAMING. SECURE TO MTL. FRAMING W/ STUD FRAMING. SECURE TO MTL. FRAMING W/ FRAMING. SECURE TO MTL. FRAMING W/ 1"(L) TYPE 'S' I FRAMING. SECURE TO MTL FRAMING W/ 1"(L}TYPE `5'SELF z Saint Paul, Minnesota 55116 1"(L) TYPE 'S' SELF TAPPING STEEL SCREWS PLACED k 1"(L)TYPE '5' SELF TAPPING STEEL SCREWS PLACED �: SELF TAPPING STEEL SCREWS PLACED 8" O.C. ALONG TAPPING STEEL SCREWS PLACED 8" O.C. ALONG EDGES OF 651.690.5525 8" O.C.ALONG EDGES OF BOARD AND 12" O.C. IN 8" O.C. ALONG EDGES OF BOARD AND 12" O.C. IN ,!. ? EDGES OF BOARD AND 12" O.C. IN THE FIELD OF THE BOARD AND 12" Q.C. IN THE FIELD OF THE BOARD WWW.fInCl-darllel5.00111 • THE FIELD OF THE BOARD. STAGGER BOARD JOINTS THE FIELD OF THE BOARD. STAGGER BOARD JOINTS BOARD ON OPPOSITE SIDES OF THE ASSEMBLY. ON OPPOSITE SIDES OF THE ASSEMBLY. ; s -71-07--;, ?--; AV\....._,_ � — # --7—V\---t-- 00 5 NON-RATED DEFLECTION CONSULTANTS: i v :; r .6 3"=1'-011 F 7: 71' r rl' Y . • Y. h • e ;, 3 CONNECT DEFLECTION TRACK TO } STRUCTURE W/(2)-#12 SCREWS 16" O.C. ' r FOR METAL DECK INSTALLATION :.' ] J Y e I. • C j 16 GA. TYP MTL. TRACK. ANCHOR TO FLOOR SLAB t 16 GA.TYP MTL.TRACK. ANCHOR TO FLOOR SLAB 20 GA. STD. LEG MTL.TRACK W/ HILTI X-DNI 32 P8S15 G'-- ; 20 GA. STD. LEG MTL.TRACK W/ HILTI X-DNI 32 P8S15 AT 24" O.C. MAX. AND 12" FROM EITHER END W/ 4' i AT 24" O.C. MAX. AND 12" FROM EITHER END W/ ' .i @ 3'-0" O.C. MAX. AND 12" FROM EITHER END ',Ow-ll"' ; @ 3'-0" O.C. MAX. AND 12" FROM EITHER END HILTI DS SERIES POWDER ACTUATED PINS. COMPLY ? HILTI DS SERIES POWDER ACTUATED PINS. COMPLY r W/ ICBG#1632. _ W/ICBO#1632. tr i, 3M FIRE 3M FIRE `' �._� ;:i_� rte:' . -I r-' •� � �/`. BARRIER CP25 l " l BARRIER CP25 I • SAFING MATERIAL BASE TREATMENT. REFER TO INTERIOR ELEVATIONS. ' BASE TREATMENT. REFER TO INTERIOR ELEVATIONS. I BASE TREATMENT. REFER TO INTERIOR ELEVATIONS = OR APPROVED l :. r I OR APPROVED BASE TREATMENT. REFER TO INTERIOR ELEVATIONS �-I t EQUAL I f. I EQUAL i ''•� FINISH FLOOR - REFER TO FINISH SCHEDULE. FINISH FLOOR- REFER TO FINISH SCHEDULE. FINISH FLOOR - REFER TO FINISH SCHEDULE FINISH FLOOR - REFER TO FINISH SCHEDULE ' \ �� SEALANT �� - I SEALANT I i N • Y -- - j � �� »� l,_ir r SEALANT W/BACKER ROD : 1113 NOTE: NOTE: ...-1 LAYER TYPE "X" GYP. BD. cif,+''ititiiiiiii�ittiti!i}iti' NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE THE FLOOR/ROOF DECK NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM,OR PENETRATE THE FLOOR/ROOF DECK 1/2" DEFLECTION SPACE (DO SEAL/SIGNATURE ABOVE. FRAME, BRACE AND/OR SUSPEND, AS NEEDED,TO/FROM TOP CHORD OF JOISTS OR STRUCTURAL ABOVE. FRAME, BRACE AND/OR SUSPEND,AS NEEDED,TO/FROM TOP CHORD OF JOISTS OR STRUCTURAL NOT FASTEN RUNNER, STUDS, 7 ' STEEL WHICH EXISTS ABOVE TENANT SPACE. PATCH & REPAIR ALL FIREPROOFING AT EXISTING STRUCTURE. STEEL WHICH EXISTS ABOVE TENANT SPACE. PATCH & REPAIR ALL FIREPROOFING AT EXISTING STRUCTURE. OR GYP. BD.TO COMP.TRACK) FASTEN MTL. STUD TO RUNNER I F,D AR • Crlf� • C, REBECCA L. TAG # METAL STUD SIZE NOTES TAG# METAL STUD SIZE NOTES TAG # METAL STUD SIZE NOTES TAG # METAL STUD SIZE NOTES RUNNER TRACK OLSON 0-9 10 3 3 5/8" 1 HR. RATED ASSEMBLY PER UL#U465 20 3 3 5/8" 1 HR. RATED ASSEMBLY PER UL#U465 30 1 1 5/8" 40 0 7/8" FURRING HAT CHANNEL SAINT PAUL, MN License#6696 `�• 10 4 6" 1 HR. RATED ASSEMBLY PER UL#U465 20 4 6" 1 HR. RATED ASSEMBLY PER UL#U465 30 2 2 1/2" 40 1 1 5/8" 1?r� 40 2 21/2" OF 0% I •. ikle 30 3 3 5/8" J 30 4 6" 40 3 3 5/8" ASSEMBLY PER U.L. NO. HWS-0008Ogokti 40 4 6" ( 6 1-HOUR RATED PARTITION ( DEMISING WALL) � 1-HOUR RATED PARTITION (ALCOVE} r8 NON-RATED PARTITION -9 NON-RATED FURRED PARTITION 10 RATED DEFLECTION TRACK 8,.._6006aa 1 00 00 1 1/2"=1' 0" ..,21/4_6001 1/2"=1'-a" 6 1 1/2"=1'-a" \A6 1 1/2"---11-0" ` A600 3".1.'-0" COMPRESSION FILLER UNDERSIDE OF STRUCTURE ALL CONNECTIONS TO , \ - ' _.,_ • _,20 GA. STUD. 6" 16 GA. DOUBLED MTL. DOUBLE STUD @SIDE$ STRUCTURE ABOVE TO BE . 3 5/8" ° II STUD HEADER OF OPENINGS COORDINATED WITH LANDLORD < --i MECHANICALLY FASTEN TO i u `!, - o 0 PRIOR TO CONSTRUCTION _ STRUCTURE AS REQUIRED. I YY L J - I I I / 6" 16 GA. MTL.JOIST @ 16" O.C. \ LINE OF CEILING, WHERE r (E)STRUCTURE Vn / 3/4" CDX W.R. OCCURS G.C. TO VERIFY LAYOUT TO 5/8" GYP. BD.TO 6" ABOVE PLYWOOD STORE #: ALLOW FOR CLEARANCE FOR \ ADJACENT CEILING FINISHES 040 �` LIGHT FIXTURES ADJUST A5 MECHANICALLY FASTENED PER \\I\ CONTINUOUS W.R. — - - I REQUIREDJMFR. RECOMMENDATION3 5/8" 20 GA. MTL.JOIST • 1" x 3" WOOD —C- COORDINATE PROJECT: BACKING PLATE r , TO S�TRUCTOURE ABOVE I( \ / _ _ ANGLE BRACKET ATTACHMENT STRIP,TYP. AT �� PERIMETER it REQUIREMENTS AT o 6" 16 GA. DOUBLED MTL. MORPHE / _ 12 GA. HANGER WIRE @ 48" STRUCTURE ABOVE (4)#$TEK SCREWS STUD HEADER7. MTL. STUD 6" x 16 GA. MTL. PLANT HEAVY T BAR HANGING O.C. &WITHIN 6" OF END OF W/LANDLORD PRIOR /AL. ' HEADER ON TOP WELDED @ 4 STUD MIN. DRYWALL SYSTEM CARRYING CHANNEL LTO CONSTRUCTION. o _�,�i@ 16"0C - EXTEND GYP. BD. & • 3 5/8 , 20 GA. STUDS DIAGONAL B.O. GYP. BD. SOFFIT OF 16 GA. MTL. WASHINGTON WALL ANGLE BRACING TO STRUCTURE AT +8'4' A.F.F. Wril"cc STUD TRACK MIN. FRAMING UP TO 4'-0" O.C. ALTERNATE 3 5/8" 16 GA. MTL. STUD K SQUARE A600 MAIN RUNNER @ 48" O.C. UNDERSIDE OF (E) DECK DIRECTION) • 5/8" W.R. GYP .BD., - 5/8" GYP. BD. CEILINGo HEADER ON TOP OF 16 GA. TYP. THROUGHOUT WHERE NO CEILING EXISTS MTL. STUD TRACK 1 SPACE #B07 (4) #8 TEK SCREWS DOUBLE STUD @ SIDES1 i CROSS RUNNER @ 24" O.C. //� 9585 SW WASHINGTON SQUARE RD •OC' OF OPENINGS I � I 3 5/8" 20 GA. STD LEG 1\---A rNOTE: F•R•P•,TIP• TIGARD, OR 97223 "G • 'I :� TRACK NOTHING IS PERMITTED TO BE THROUGHOUT 3/$ LONG t�, B.O. GYP. BD. CEILING r.. ..•.�. : Y, •:_ ti .� .: ,.•.••. - .. 1 ATTACHED TO,SUSPENDED FROM, OR 16 GA. TYP 3 5/8 MTL.1/16"TYP. � SEE SHEETA300I �� • , a '� - \ PENETRATE THE FLOOR/ROOF DECK STUDS BASE TREATMENT ALL FLANGES OF • TAPE CORNERS- FINISH WHERE ABOVE. FRAME, BRACE AND/OR - REFER TO BACKING PLATE TO 16 CEILING TILE I f I INTERIOR EXPOSED SUSPEND,A$ NEEDED,TO/FROM TOP 16 GA. STD. LEG MTL TRACI: ELEVATIONS L W/ HILTI X-DNI 32 P8S15 @GA. STUD �` SEE SHEET A300 I CHORD OF JOISTS OR STRUCTURAL1r �� STEEL WHICH EXISTS ABOVE TENANT FINISH FLOOR3' 0" O.C. MAX. AND 12". / tD SPACE. PATCH & REPAIR ALL FROM EITHER END I • REFER TO FINISHI� CEILING TILE I A/E PROJECT NO-: M0040 16 GA. SCREW STUDS & GRID CL-1 FIREPROOFING AT EXISTING STRUCTURE. l 111 SCHEDULE WHERE BACKING PLATES LINE OF CEILING L J - 'I k GJF OCCUR (WHERE OCCURS DRAWN BY: BACKING PLATE 6" x 1 s 411 �` _ 5/8" GYP. BD. MOP SINK-REFER TO 13/A700 AND -•I� PLUMBING DRAWINGS FOR ADD L. INFO CHECKED BY: KDI / DRM / RLO 1/4" 16 GA. TRACK ' NOTCHED AROUND AND ,� 1" LONG 1/16 GROOVE 12 GYP. BD. CEILING ASSEMBLY ( 13� SUSPENDED TILE CEILING ASSEMBLY cp ISSUES AND REVISIONS: WELDED TOSTUDS WELDTYP. @WEBOF PARTITION BRACING DETAIL �O PARTIAL HEIGHT MOP SINK PARTITIONBRACING PLATE TO 100% CHECKSET 10.15.2018 STUD1/4,6.003"-1' 0" X60/ 3"=1'-0" 3"-1'-a" \ A600 1 1/2"=1' 0" LL/PERMIT/BID 11.02.2018 BLOCKING PLATE TYPE "B" DOUBLE STUD @ SIDES A. TABLE BELOW IS BASED ON UNIVERSAL INDUSTRIES, UNIMAST(USG) CORPORATION'S LIMITING o' FT LED Return to 14 '" LIFT LED Return to TYP. 20 GA. MIN. SCREW OF OPENINGS HEIGHT TABLES FOR UNBRACED STUDS SPACED 16" AND 24" O.C. (SYSTEM FOLDER SA-923-1990 Flanged Mount Main Menu Flanged Mount Main Menu STUDS ��. EDITION), REQUIREMENT FOR 5 PSF LATERAL PRESSURE A N D 1/240 ALLOWABLE DEFLECTION FOR Note:LIFT requires at least 2 people to install. Note:LIFT requires at least 2 people to install. )53, 6 �� ' FLEXIBLE FINISHES,WITH 1 LAYER OF GYP. BD. PER SIDE OF STUD. �� B. SCHEDULED HEIGHTS MAY BE INCREASED BY 50% WHERE THE STUDS ARE DIAGONALLY BRACED AT - olr4a� alri;' Dim D---__I---- poo, - I o THE MAXIMUM HEIGHT POINT TO THE STRUCTURE ABOVE @ 4'-0" O.C. DIr.,�i 4114`, ° C. CAUTION! WHEN USING STUDS MANUFACTURED BY A COMPANY OTHER THEN USG,VERIFY DIMC DIMB DIMc -— DIMS • 20 GA. r MANUFACTURERS STUD STRENGTH AND LIMITING HEIGHT. ADJUST GAUGE AND MAXIMUM HEIGHT • - , I • RECOMENDED BY MANUFACTURER'S CURRENT PRINTED SPECIFICATION. L. BACKING PLATE 6" x 1 0 40 1/4" 16 GA. TRACK o / \ -- (3J#8 F.H.S.D.S. Stud Stud Stud Stud Maximum DIM DIME— �L, -~ NOTCHED AROUND AND Width Type Gauge Spacing Height Rough in dimensions and mount locations for Rough indrensionsandmountlocationsfor4e4 �32x1/45cew WELDED TO STUDS ° Is832xv4-32X1/4l 1 x1,1 x2-1x4,2x2 and 2x4 AO i 1" LONG 1/16 GROOVE y r 1I. 14. 1 r'' �' WELD TYP. @ WEB OF 1-5/8" 1585125 25 16" 91-6" I I I i 1 1A 1x2 1x4 7at2 234 I 4u4 Max Fixture Weight f BRACING PLATE TO 1585125 25 24" 7'-3" DimA 12" 12- 12" 24- 24- 48" 1x1 ' 10Ibs, ff 1x2 1Blbs, . STUD / 1/2"Trade K.O. . L y plug— Dim B 12" 24" 48" 24" 48" 48' '�' Knockout fu, 2-1/2" 212ST25 25 16" 12'-6" L aims 8" 2x5/8" 44" 20" 42-t/2' 231R 5 1x4 z7lbs -� EectricalCover IC27MP007D7WI 2125T25 25 24" 10'-9" a4 -3 Dim0. 2" 1.314. 2" 2" 2-3/4" 121/4" '' 2x4 451bs \a, (K-C..1-EC-23I - BLOCKING PLATE TYPE "A" 2x4 4slbs Dim E NIA N/A NIA N/A NIA 42.1/2- 4x4 94Ibs. 212ST22 22 16" 13'-0" DimF N/A N/A N/A N/A N/A ! 2-3/4- Knockout tor among _ 212ST22 22 24" 11'-6" NOW flatvewends 3/4"from edhraside ofDim 4and Dim ft Nate:4x4 will need to lx n+zrnred by fDu/(hawing points NOTES: 212ST20 20 16" 14'-0" Step 3: Step 4 2125120 20 24" 12'-3" Step 1: Step 2: Installing Finishing 1. TYPE "A" BACKING FOR MISC. ITEMS, IE. SURFACE MTD. MIRRORS, WASTE RECEPTACLES,TOWEL Mounting Prep Making the Connections DISPENSERS ETC. 1weight,see chart B. building.Install proper support to structure in ceiling/wall to hold fixture t.Remove electrical cover,remove knockout and attach MAXIMUM WEIGHT 50 LBS. supplied conduit. 1.Knock out mount holes,mount fixture to support with appropriate 1.Install the lens,insert one corner and gently bend lens to allow other SHEET TITLE: 3-5/8" 358ST25 25 16" 16'-0" mounting 1/4-20 hardware%oters). 2.Tighten mounting hardware until fixture flange is level with ceiling, end of lens to fit inside of fixture. 2. TYPE "B" BACKING PLATES FOR UPPER WALL HUNG CABINETS (UP TO 2 SHELVES) BASE CABINETS, FULL 358ST25 25 24" 13'-6" (note fixrrreshouahesupported through housing with eier2or4mountingpointsusing1/4-2u 2.Make electrical connections,recess wires into fixture and PARTITION AND HEIGHT CABINETS, HANDRAILS, GUARDRAILS, GRAB BARS, WALL HUNG EQUIPMENT, ETC. 358ST22 22 16" 17'-3' 2.Use�0 ' re-attach electrical cover. 2.Using chart A above frame out fixture opening(dim A and B). CEILING DETAILS MAXIMUM WEIGHT- 100 LBS./FT. 3585T22 22 24" 15'-0" 3.Install junction boxes and whip out below ceiling level. 3. SEE TYPICAL WALL FRAMING FOR GAUGE OF STUDS, VERIFY LENGTH, HEIGHT, LOCATION OF BACKING 358ST20 20 16" 18'-3" 1.Thisproduct must beinstabed'neCcorrarcevttn,dinarieinstailatixmand etertdcal codes by aorofesskralfamiliar 1.This product must be installed in aocordance+Mt'r..appilcab'e Instolialren and electneal Codestyaprote,«:maltamiir PLATE, AND NUMBER. REFER TO 16/A600 FOR STUD GAUGE LIMITING HEIGHT SCHEDULE. II withthe ct.rstn;.•ticmand operation ofthe product II with the=,strt;ctconand nne raticx",oftheProduct 35851-20 20 24" 16'-0" Woman=Uc y `11 =os, 2.Minimum gw"C Vt d a:- 4. REQ'D WITH ACCESSORY MANUFACTURERS. USE#12 SELF TAPPING SHEET METAL SCREWS WHEN ■ P t.,N.N. C LTNE 3 Welecuicai oo rxx.ticm rr st be rror ed try a c thed e tran to app aeky:ar ar raSo elechr,; 11 �c.,N.,N aA ,cas,._ .,o- 3.AI,ele.irica oonnEctttms must be bedoimed try a cen4ii&i cin-cir:c=an is eop/kA a loca:arx_i natr xral eledric cod,: ATTACHING ITEMS TO BACKING PLATE. 11 4.Carrlart Pvxrxte priof to ri @ any fixture at• aborts• 4.Contact t anac:�:poor to rnai,irxg any'Indite eiterahri o . 5. WALL STUD FLANGES ARE CONTINUOUS AT BACKING PLATE. 6" 6005125 25 16" 20'-0 5 C:xniclPnuic,ev+•t carr:;Ir`stailalc-cuxiti' :'t,eT..twr:,w. 1� 5.c474..7nflna:•4wtt•ari rzralaricnques-o.3n field:6-ues. 6005125 25 24" 15' 0" 12655 E.42nd Ave.#50 Denver,CO 80239 Phone:303.322.5570 Fax:303.322.5588 www.pinnacie-Itg.canl LiFT_Bookeiet_March201 i 12655 E.42nd Ave.#50 Denver,CO 80239 Phone:303.322.5670 Fax:303.322.5568 www.pinnacle-Itg.com LiFT_Boakelet_March2017 ®2017 Pinnacle Architectural Lighting ®2017 Pinnacle Architectural LightingA600 16a METAL FRAMING BACKING DETAILS 17 STUD GAUGE LIMITING HEIGHTS 18- LIGHT FIXTURE INSTALL DETAILS .n,_6001/Zrr=10" N.T.S. A600 \A600 N.T.S. / • CL DOOR SCHEDULEENTRY DOORS SALES AREA TILE , MALL FLOORING ` SIZE (NOMINAL) DOOR FRAME DETAIL NUMBER ' MARK RATING HARDWARE REMARKS width x height TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB 1 SILL - - 01 (PR.) 3'-6" x 9'-6" A GLAZING GL-1 A -- -- 4 4610 3 EXTENT OF WALL PARTITION BEYOND 02 3r-0" x 8'-0" B GLAZING GL-1 B 14 A610 ___1_5_____/>/-5 A610 -- .- DOOR AS SCHEDULED J I 0 14. I 11 1E ,-3 3'-0" x 7'-0" C H.M. P-2 -- C -- H.M. P-2 19 A610 19 A610 9 4610 1, 2 D4 3'-0" x 7'-0" C H.M. P-2 F H.M. P-2 19 A610 19 A610 ' 1, 2ENTRY DOOR AS SCHEDULED /-` 19 4610 19 A610._.3____-‹ 610' METAL TRANSITION STRIP. 05 3'-0" x 7'-0" C H.M. P-2 D H.M. P-2 1, 2 SCHLUTER SCHIENE-A OR AS 1.o6 3'-0" x 7'-0" C H.M. P-2 -- E -- H.M. P-2 19 A610 __1„.?.--------A63.0 ' 1, 2 DIRECTED BY TENANT CRITERIA SALES AREA TILE F-2 1 C3'-0" x 7' D° D H.M. P-2 G H.M. P-2 19 A610 19 A610 10 A610 2' 4 SALES AREA TILE METAL TRANSITION STRIP. SCHLUTER BUILD UP SUBSTRATE AS 08 3' D" x 71-0" C H.M. P-2 0 H.M. P-2 ,!..„9____..---- 19 .2_____/ 1, 2 CONCRETE SLAB WITH LEVELING SCHIENE-A OR AS DIRECTED BY TENANT NEEDED SALES AREA TILE F-1 MORPHE 04610 A610A61D COMPOUND,V.I.F. CRITERIA CONCRETE SLAB WITH 22 FOURTH STREET,4TH FLOOR • ALL DOORS TO RECEIVE NEW HARDWARE AS SPECIFIED. MALL FLOORING LEVELING COMPOUND, V.I.F. SAN FRANCISCO,CALIFORNIA 94103• ENTRY AND REAR SERVICE DOORS TO BE KEYED ALIKE. 1 • ALL HARDWARE IS TO BE SCHLAGE UNLESS NOTED OTHERWISE. . / ^ZZ 7Z,OZ�,.4,/. II: i /2,Z1/Z,..-(4, I�/ //�� **G.C. TO REPAIR EXISTING DOORS(FILL HOLES, ADJUST HINGES AND STRIKES, REPLACE CLOSERS, ETC.) TO 'LIKE-NEW' CONDITION AND OPERATION. REPLACE AS REQUIRED FOR PROPER WORKING ORDER. <;: , -< -.1 ets ; fi•'-•A. r 1 n d a n 1, . .. . , _ ,,, 1-'-'-:771'- ',•--- -7,-L14,-,,W: i7r. . ..' ARCHITECTS 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.corn -, TRANSITION DETAIL 5 TRANSITION DETAIL CONSULTANTS: A610 6"-1'-0" A610 6"-1'-0" DOOR/HARDWARE GENERAL NOTES DOOR SCHEDULE REMARKS jRATED HOLLOW METAL A. ALL HARDWARE ON NON-CUSTOMER SIDE OF DOORS SHALL BE ALUMINUM, STAINLESS STEEL, OR CHROMIUM AS NOTED AND ALL HARDWARE ON CUSTOMER SIDE 1. PROVIDE WOOD BLOCKING FOR WALL MOUNTED DOOR STOPS, WHERE APPLICABLE. / DOOR SEE DOOR SCHEDULE OF DOORS SHALL BE BLACK. G.C. AND HARDWARE SUPPLIER TO COORDINATE. IF HARDWARE FINISH REQUIREMENTS ARE UNCLEAR, CONTACT ARCHITECT. 2. CLOSER TO BE MOUNTED ON DOOR, NOT FRAME. CLOSER TYPE TO BE 90° OPENING. PLACE CLOSER ON NON-CUSTOMER SIDE OF DOOR. ! B. STOREFRONT ENTRY DOOR TO HAVE SIGN "THIS DOOR TO REMAIN UNLOCKED AND OPEN WHEN STORE IS IN OPERATION" POSTED ABOVE DOOR, SEE DOOR HOLLOW METAL REMARKS. 3. PROVIDE A SIGN THAT READS "THIS DOOR TO REMAIN UNLOCKED AND OPEN WHEN STORE IS IN OPERATION" WITH A MINIMUM ONE (1) INCH LETTERS ABOVE DOOR AS SCHEDULED JAMB BEYOND STOREFRONT ENTRY DOORS. C. DOOR HARDWARE SHALL BE OPERABLE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT FROM THE SIDE OF EGRESS. VINYL COMPOSITION TILETHRESHOLD, SEE 4. PAINT EXTERIOR SIDE AS REQUIRED. COORDINATE PAINT COLOR WITH LANDLORD'S ON-SITE REP. FLOORING F-3 0/CONC ALIGN - LEVEL AND SMOOTH DOOR/SCHEDULE HARDWARE D. ALL DOOR OPERATING HARDWARE SHALL BE MOUNTED AT 36 A.F.F. U.N.O. TRANSITION LEVELING COMPOUND 1 E. DOOR HARDWARE MUST BE OPERABLE BY A SINGLE HAND WITHOUT TIGHT GRASPING TIGHT PINCHING OR TWISTING. -SLOPE 1/4" PER 1' 0" MAX. VINYL COMPOSITION TILE TO ALIGN FLUSH WITH FLOORING F-3 O/CONC. F. ALL HOLLOW METAL FRAMES TO BE 2" WELDED FRAMES. SALES AREA FLOORING LEVELING COMPOUND AS TILE FLOORING O/THINSET O/ REQ'D. G. ALL DOOR LATCHES SHALL BE EQUIPPED WITH LEVER TYPE HANDLES OR PANIC BARS. WATER PROOF MEMBRANE (E) CONCRETE SLAB (E) CONC. SLAB, G.C. TO PREP AS REQUIRED BY AS REQ'D.TO RECEIVE FINISH LANDLORD '. / 4/ FLOOR / SEAL/SIGNATURE Ir . — WATER PROOF MEMBRANE =•'_� r�/// / ��liiiW < / AS REQUIRED BY . .:r.-. --- - ��' �ti,� J�Ii �u l.l� ,��I 11.1I{il LANDLORD REBECCA L. [; W OLSON n FLOOR TRANSITION TO "'3 ALIGN WITH HALLWAY SIDE �' ,. �' • • SAINT PAUL, MN OF DOOR /' License#6696 `" . METAL TRANSITION STRIP. (E) CONC. SLAB, G.C. TO PREP AS ,- REQ D.TO RECEIVE FINISH FLOOR QQ eli SCHLUTER SCHIENE-AOR NO. 1D x 1 1 2" FHWS PHILLIPS �� OF Ole '' AS DIRECTED BY TENANT / CRITERIA (FACTORY PROVIDED) 061445 1-4:-.9_ TRANSITION DETAIL 10 TRANSITION DETAIL 0 " A610 61'=1'-011 DOOR TYPES DOOR HARDWARE GROUPS A / SEE PLAN / 'A' STOREFRONT ENTRY DOORS: 'G' REAR SERVICE DOOR: • (2) EACH, BOTTOM PATCH WITH MORTISE/LOCK AND INTEGRATED • (3) EACH, 5 KNUCKLE; BALL BEARING; STD. WEIGHT; FULL MORTISE 1. = GYP. BD., BOTH SIDES,SEE SHEET 1/8" 3'-0" 1/8" SEE PLAN 1/8° A210, A400, AND A401 FOR -ir or- - HOLD OPEN PIN HINGE; US26D; NRP HINGES V FINISHES • (2) EACH, "BEST 7 PIN" KEYED CYLINDER AND THUMBTURN COMBO • (1) EACH, PANIC DEVICE WITH BATTERY ALARM - DETEX#ECL-230D w I STORE #: - • (2) EACH, BOTTOM 180° PIVOT- BLACK EXTERIOR DOOR HANDLE AND LOCK NOT REQUIRED •. • 3 5/8" 20 GAUGE METAL STUDS AT ' j .;:'''•� ' I 040 • (2) EACH, TRANSOM 180° PATCH - BLACK • (1) EACH, BLANK COVER PLATE ON EXTERIOR E 16" O.C. �.1 E I a71 • (4) EACH, DUST PROOF FLOOR STRIKES- BLACK (1 SET FOR BOTH • (1) EACH, DOOR CLOSER -YALE HARDWARE 3511-689 ;: IfI I it • CLOSED AND HOLD OPEN POSITION) • (1) EACH, DOOR PULL BURNS 25a X US32D .. F.R.T. WOOD BLOCKING AS 1 �Z PROJECT: • (4) EACH, DUST PROOF KEEPER BLACK (180° HOLD OPEN) • (1) EACH, PEEPHOLE SECURITY PRODUCTS INC. PEEK-0 595-US-15 REQUIRED F • (2) EACH, ASSA ABLOY ROCKWOOD RM3301- MEGATEK STRAIGHT • (1) EACH, DOOR BUZZER- REFER TO ELECTRICAL `• I i I 1. MORPHE PULL, 24" OVERALL LENGTH, 1 1/4" DIAMETER, EXTRA DARK ANODIZED • (1) EACH, KICK PLATE - ROCKWOOD MFG K1050 24"x34"x US 32D l I. "- "�•' '' �. •�• •• " 7'-0" 7'-0" EQUIVALENT INSTALLED ON PUSH SIDE J BEAD AND SEALANT de • (2) EACH, PLUNGER STYLE HOLD OPEN • EXTERIOR TENANT SIGN(S) PER LANDLORD STANDARDS WASHINGTON / • (2) EACH, FLOOR MOUNTED CONCEALED CLOSERS • THRESHOLD PEMKO 175A •� 3' 0" 4'-0" T.O. OPENING GYP. BD., BOTH SIDES, SEE SHEET F.R.T. WOOD BLOCKING ▪ ( ) (10)SETS OF KEYS 1—(67.,,�fr` �} +8'-2" A.F.F. 0- A210,A400, AND A401 FOR AS REQUIRED SQUARE s\— iri 10 SETS OF KEYS mi r O FINISHES /j' // • �a� 'B' SALES/STUDIO DOOR: 3�J�� -SIDELITE RAIL AND 1/2" TEMPERED / :// • CRL DRY GLAZE FRAMELESS GLASS DOOR KIT.TYPE 'P' DOOR AND - 1 3/4" x 4 1/2" BLACK HEADER RAIL 3 5/8" 20 GAUGE METAL STUDS AT GLAZING -G.C.TO FURNISH AND SPACE #B07 // ' , .:::/// ,' SIDELITE WITH 4" HIGH FULL WIDTH TOP AND 4"TAPERED BOTTOM WITH CONCEALED CLOSER, 16" O.C. INSTALL PER MANUFACTURER'S 9585 SW WASHINGTON SQUARE RD HARDWARE NOTES: .-, /// / ; RAILS (FINISH: BLACK). FLOATING HEADER (FINISH: BLACK) WITH 1. ALL DOOR HARDWARE SHALL COMPLY WITH FEDERAL, STATE AND LOCAL PROVIDED BY G.C. RECOMMENDATIONS TIGARD, OR 97223 CONCEALED HYDRAULIC CLOSER-90°OPEN. ACCESSIBILITY REQUIREMENTS. _ • (2) EACH, CRL 8010DP CENTER HUNG PIVOT HINGES 2. ALL EXIT DOORS TO BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY, GLASS DOOR HINGE,TYPE ' ON CENTER GLASS DOOR TYPE 'P' ON CENTER -- HUNG PIVOT FURNISHED HUNG PIVOT HINGE WITH 1/2" • (1) BACK TO BACK ASSA ABLOY ROCKWOOD RM3301- MEGATECK SPECIAL KNOWLEDGE OR EFFORT. % • oo — AND INSTALLED BY G.C. PER TEMPERED GLAZING,G.C.TO FURNISH °1 / j STRAIGHT PULL, 24" OVERALL LENGTH, 1 1/4" DIAMETER, EXTRA DARK 3. THE MAXIMUM FORCE REQUIRED TO OPERATE ANY DOOR SHALLMANUFACTURER'S AND INSTALL PER MANUFACTURER'S i / ANODIZED EQUIVALENT COMPLY AS FOLLOWS: RECOMMENDATIONS RECOMMENDATIONS • (1) EACH, CRL 20104M20 JACKSON OVERHEAD CLOSER, SPRING 3.1. INTERIOR DOORS= 5 LBS / / A POWERED MULTI SIZE 90° HOLD OPEN 3.2. EXTERIOR DOORS=8.5 LBS • A CLOSER ARM = � • (1) EACH, CRL 8010 5 C 0 3.3. FIRE-RATED DOORS MINIMUM ALLOWED BY BUILDING AND FIRE A/E PROJECT NO.: M0040 L • (1) EACH, CRL 8010FS MOUNTING CLIP AUTHORITY HAVING JURISDICTION \ • (1) EACH, FLOOR MOUNTED DOOR STOP- BLACK 4. PROVIDE SMOKE GASKETING AT ALL RATED ASSEMBLIES AS REQUIRED BY yr' DRAWN BY: GJF • LOCK KIT, MUST ACCEPT'BEST' CORE CODE. ** NOTE: COMPLETE DOOR KITS CAN BE CREATED AND ORDERED 5. PROVIDE (10) SETS OF KEYS FOR ENTRY, REAR SERVICE,AND MANGER'S CHECKED BY: KDI / DRM / RLO THROUGH CRL(800)421-6144 OFFICE. PROVIDE TO STORE MANAGER AT RETAIL TURNOVER. ISSUES AND REVISIONS: c) STOREFRONT DOOR B STUDIO DOOR 'C' SALES/HALLWAY DOORS: 14 FRAMELESS GLAZING HEAD DETAIL 15 • (3) EACH, BUTT HINGES 5 KNUCKLE; BALL BEARING; STD. WEIGHT; FRAMELESS M E L ESS G LAZ I N G JAMB M B D ETA I L � 100% CHECKSET 10.15.2018 FULL MORTISE HINGE; MPB79 US 26D A 610 3"=1' 0" ` 4610 3"=1'-0" • (1) EACH, PUSH/PULL HARDWARE AND PLATE- ROCKWOOD MFG 111 ..y"•�f LL/PERMIT/BID 11.02.2018 X 73C/73CL • (1) EACH, DOOR CLOSER-YALE HARDWARE UNI-3511-689-DOOR CLOSER WITH HOLD OPEN • (1) EACH, KICK PLATE - ROCKWOOD MFG K1050 10"x34"x US 32D INSTALLED ON PUSH SIDE • (1) EACH, DOOR STOP- ROCKWOOD MFG 470 626 —�-- FACE OF PARTITION WHERE 'D' HALLWAY/STOCKROOM AND STUDIO/STOCKROOM DOOR: OCCURS • • • (3) EACH, BUTT HINGES-5 KNUCKLE; BALL BEARING;STD. WEIGHT; FULL MORTISE HINGE; MPB79 US 26D / 4.r • (1) EACH, ENTRANCE/OFFICE LOCK-SCHLAGE- ND5OPD 626 SPARTA H.M. DOOR FRAME (U.N.O. ON A200) • (1) EACH, DOOR CLOSER -YALE HARDWARE 3511-689 \ '. ... : • (1) EACH, KICK PLATE - ROCKWOOD MFG K1050 10"x34"x US 32D INSTALLED ON PUSH SIDE • (1) EACH, WALL STOP- ROCKWOOD MFG 403 626 H.M. DOOR E' OFFICE DOOR: II • (3) EACH, BUTT HINGES- 5 KNUCKLE; BALL BEARING;STD. WEIGHT; r- . FULL MORTISE HINGE; MPB79 US 26D i • (1) EACH, ENTRANCE/OFFICE LOCK-SCHLAGE - ND5OPD 626 SPARTA N1Ili .' . � , 3'-0" y / 3' -0" y • (1) EACH, DOOR CLOSER -YALE HARDWARE UNI-3511-689-DOOR 1 CLOSER WITH HOLD OPEN • (1) EACH, KICK PLATE - ROCKWOOD MFG K1050 10"x34"x US 32D ‘ i /' �— / INSTALLED ON PUSH SIDE r ,' / • (1) EACHco , WALL STOP- ROCKWOOD MFG 403 626 // N. / i�/l • (10) SETS OF KEYS ii --L- ----- ,/ _ // 'F' TOILET ROOM DOOR: 9 4 • (3) EACH, BUTT HINGES- 5 KNUCKLE; BALL BEARING; STD. WEIGHT; - t` `• `� ~ • FULL MORTISE HINGE; MPB79 US 26D SHEET TITLE: .\\ .,\ • (1) EACH, PRIVACY LOCKSET-SCHLAGE - ND4OS 626 SPARTA 1 r. . • SCHEDULES (1) EACH, DOOR CLOSER YALE HARDWARE 3511 689 `, �, • (1) EACH, KICK PLATE - ROCKWOOD MEG K1050 10"x34"x US 32D �__ • � _,_ INSTALLED ON PUSH SIDE AND DETAILS • (1) EACH, WALL STOP- ROCKWOOD MFG 403 626 3/4 2" / PARTITION IDINTERIOR DOOR D REAR SERVICE DOOR 19 H . M . FRAME/KM . DOOR JAMB/HEAD X2010 NOT USED A61 0 4610 6"=1'-0" 46 12'-0" 1 TABLET POS EXAMPLE: I SHOWN -IPAD 12.9 ` '.. ........... ....... . , ..., B.O. CEILING SEE A300 0- INCH AND IPAD MINI I 11 1 of 1 o H 1 44 €r_ F, T.O.WALL FURRING o - L. • , w +10'-7" A.F.F. �, �, �, 1:iiii I 3 5/8" METAL STUDS 1 I 0 It P H 14 r•� WALL MOUNTED SHELF I II. o o o o ` SUPPORT BRACKETS I• ,�,_cI..- WALL MOUNTED SHELF SUPPORT It 10" } 5/8"TYPE 'X' GYP. BD. f BRACKETS TYPICAL G.C.TO FURNISH AND , f '', v INSTALL 3/4" FIRE RATED ILLUMINATED ��i PLYWOOD AND PROVIDE `I MORPHE "M" , HOLES FOR BRACKETS f IuII J i . „ . . . ,_. i r± _____ '______,\ . - 7/8" HAT CHANNEL,TYPICAL f I 01 G.C.TO FURNISH 3/4" FIRE RATED PLYWOOD AND INSTALL 3 5/8 METAL STUDS ,I PROVIDE HOLES FOR BRACKETS MORPHE `i _ rali.i v ,., 3 E �� —�-- I " 22 FOURTH STREET, R FLOOR 2 6/ f �. m . , ,i _m\u,.lit'. r._..iva�,.w..•it• / 1111 d� SAN FRANCISCO,CALIFORNIA 94103 '' C5/8 TYPE X GYP. BD. N•� --- _ 4 / J-, : ''I 17 8" HAT CHANNEL,TYPICAL A :1J I / . J> fiOd 11. 1 -cQ a .= � fiimdaniels oJ . NS ARCHITECTSI T.O. FINISH FLOOR �r 13'-7" �, �.,. .:a. I - 2145 Ford Parkway, Suite 301 I I I I I 01-0" Saint Paul, Minnesota 55116 651.690.5525 2'-2" 11'-8" f 3/4 www.finn-daniels.COm / 8" / c CASHWRAP DETAILS 4 BRUSH WALL PLAN DETAIL s BRUSH WALL SECTION DETAIL CONSULTANTS: 1/2"=1'-0" A620 1 1/2"=1'-0" ` A20 1 1/2"=1'-0" SIGN VENDOR TO FURNISH AND INSTALL CUSTOM A IMAGING WALL COVERING AS SCHEDULED-G.C. Atk TO PAINT FURRED WALL P-3 3 ND ALLOW FOR 7/8" HAT CHANNEL SPACED EVENLY -AREA OF ILLUMINATED SIGNAGE, A620 A MINIMUM OF 48 HOURS FOR OFF-GASSING BETWEEN HOLES FOR BRACKETS,TYPICAL SHOWN DASHED PRIOR TO WALL COVERING INSTALLATION. "BLEND THE RULES/#MORPHEBABE" ak ., — _ _ _ _ _ _ _ _ _ _ \ \ ILLUMINATED LED SIGNAGE FURNISHED AND INSTALLED BY SIGN VENDOR. SIGN VENDOR TO A620 PROVIDE TEMPLATE TO G.C. FOR ELECTRICAL FEED PENETRATIONS. LINE OF FURRED WALL, REFER TO - , A200 FOR ADDITIONAL INFORMATION. N WALL MOUNTED SHELF SUPPORT BRACKETS "BLEND THE RULES/#MORPHEBABE" ILLUMINATED LED SIGNAGE ' FURNISHED AND INSTALLED BY SIGN W VENDOR. SIGN VENDOR TO PROVIDE _ __ TEMPLATE TO G.C. FOR ELECTRICAL ' `'S - FEED PENETRATIONS. SEAL/SIGNATURE Q r� 1/2" CONDUIT TO RUN FROM G.C.TO PROVIDE ELECTRICAL ACCESS AT BOTTOM _ SIGNAGE TO J-BOX BELOW- INCLUDE OF FURRED WALL AND BEHIND CABINET r PULL STRING. .� � ��ED ARC a c... REBECCA L. � a OLSON a ton ILLUMINATED VITRA Q p • SAINT PAUL,MN • SHELVING SYSTEM. 0NI‘ 0 � License#6696 '� FURNISHED BY We `, , i� FIXTURE VENDOR, c ILLUMINATED VITRA SHELVING $1451ft /G� ` INSTALLED BY G.C. SYSTEM. FURNISHED BY FIXTURE / 1'-8" OF O� it,VENDOR, INSTALLED BY G.C. 4 3/4" RU JNp THRL 13/4" l 13/4" .78" x.78" CUT-OUTS SHELF WIRING HOES , �.Y ` FOR TUBING SHELF A620 _ _ _ I 'e'li',5-ffi-�fARMS,V.I.F. IWALL MOUNTED SHELF SUPPORT -it - - -� - - - - -BRUSH WALL CABINET - BRACKETS. � � I � � I I I I I I ii >17-11 5 3/8 1 10" 10" 10" 10" 10" 11 1/8 1D„ 5„ ,5„ 10" 11 1/$ 10" 10" 10" 10" 10„ ��5 3/8„ FIXTURE M5 � \ � / � 1 � � � � � � , � � � � � � /I' � ` �FURNISHED BY FIXTURE � 7-1 VENDOR AND INSTALLED BY G.C. G.C.TO PROVIDE I r - - -gyp- -- - - o o - - - - - - PLYWOOD BACKING FOR - WALL ATTACHMENT. REFER TO FIXTURE BLOCKING ci f, ® FIXTURE. REFER TO A220 0 DETAIL X/A620. cl FOR ADDITIONAL INFORMATION. 2 1/2" /2 1/2" 1'-9' 1'-4" 5'' 1'-4" 5" 1'-4" 1•„I 1' 4” 5" 11L-J4" 5" 14- " 1'-9" Ll or [yru -tuer ,_ LI 'rL . —to 7JUNCTION BOX LOCATION.ALL I I I I - i' `Ni \ 0, CONDUIT PULL STRINGS TO RUN TO JUNCTION BOX. (1)JUNCTION BOX - - STORE #: PER M5 FIXTURE. / �I ` �40 l' . 1 0 . 0 //1/ ! -...'\. A \ \ ...% \ APPROXIMATE LOCATION OF da. 13'_7" PROJECT: ELECTRICAL CUT-OUT ACCESS TOek ILLUMINATED VITRA SHELVING ELECTRICAL CUT-OUT,TYPICAL // KEEP 20" WIDTH CLEAN IN WALL FOR SYSTEM AND SIGNAGE. 7/8" HAT CHANNEL,TYPICAL �/ ELECTRICAL SHELF WIRING RUNS MORPHE DOWN BACK OF WALL 11 BRUSH WALL ISOMETRIC 13 BRUSH WALL SECTION 14 BRUSH WALL PLYWOOD DETAIL WASHINGTON l A620 1/2"=1'-0" `A620 3/4„_1'-0" A620 3/4„=1'-0” SQUARE SPACE #B07 # 9585 SW WASHINGTON SQUARE RD. TIGARD, OR 97223 ELECTRICAL JUNCTION BOX FOR A620 INSTALL WHITE 14" .: = 3 5/8" 12 GAUGE METAL STUDS AT INCOMING POWER AT HATCHED AREA HIGH VENT GRILLS 16 O.C. ELECTRICAL CONTRACTOR TO PROVIDE 0 5/8"TYPE 'X' GYP. BD. r 10'-8" HOLD ACROSS REAR OF ``''Uu INCOMING POWER: 208V FINISH OPENING RECESS AS REQUIRED 20A/QUANTITY: (3) REFER TO 1" 10'-6" 1" FOR VENTILATION ELECTRICAL DRAWINGS EXTENTS OF LED'S ` + ++ G.C.TO PAINT METAL - — \ h STUDS P-4 IN i _ _ _ _ -_ _ _ _ _ i` VISIBLE AREAS BEYOND i A/E PROJECT NO.: M0040 �� -1Z/Z-__��1�� •• 1" GAP �` \ `-G.C.TO PAINT RECESS BLACK P 4 � -_ \ GLOBE 3 DRAWN BY: GJF � OMIT GYP. BD.,AND RETURN GYP. BD. INTO RECESS +9'-0"A.F.F. CHECKED BY: KDI/ DRM / RLO p "' �._ L--•= - PLYWOOD FROM 1THESE PORTIONS OFA LED DISPLAY PROVIDED AND - — j BUILD OUT AS INSTALLED BY TENANT VENDOR GLOBE 4 ISSUES AND REVISIONS: LED MOUNT BEYOND PROVIDED AND J 5" a 1'-4" r REQUIRED FOR TYPICAL +8'-4"A.F.F. ....7' i 0 �r VENTILATION OF LED'S — — - `'" ,''f GLOBE 6 100%CHECKSET 10.15.2018 INSTALLED BY TENANT VENDOR. G.C. CL. / +$-1 A.F.F. TO VERIFY FINAL PRODUCT SELECTION — - LED MOUNTING RAIL-PROVIDEDO GLOBE 1 - - � ,':` - 0- LL/PERMIT/BID Am WITH VENDOR AND MODIFY RECESS 3/4" FIRE TREATED ----7 AND INSTALLED BY TENANT VENDOR +8-0" A.F.F. '}' 11.02.2018 DEPTH AS REQUIRED TYPICAL —� i R TYPICAL : ', GLOBE 5 zt �n 74 , - - - +7'-6"A.F.F. 0- PALCYWROOSSOBDABCAKCOKFE LED DISPLAY PROVIDED AND --_ Z RECESS PAINT P 4 GLOBE 2 — — • ` , / y i .+.y -0 = u, +7 3 A.F.F. r \ GLOBE 7 0- _ N 3 5/8" 12 GAUGE — a . �, x . +7`-5"A.F.F. INSTALLED BY TENANT VENDOR. G.C. i ,� O O t TO VERIFY FINAL PRODUCT SELECTION a- = METAL STUDS AT 16" WITH VENDOR AND MODIFY FINISH ^ w M "-' ^ ,. 4-!!....C,.7; O.C.TO DECK r. f • OPENING SIZE AS REQUIRED-TYPICAL / - ` y i �,, '� OMIT GYP. BD.,AND i� .. . ?. PLYWOOD FROM > +" THESE PORTIONS OF -�' FOR ELECTRICAL/DATA LOCATIONS, i - I. • I I BUILD OUT AS I SEE SHEET A230 FOR ADDITIONAL I i IINFORMAITON I REQUIRED FOR • L J 5" 5" VENTILATION OF LED'S .v> //// ////////// FINISH OPENING EDGE TO BE 1 i • BEYOND OUTSIDE FRAME OF LED'S. RETURN GYP. BD.TO I _ _ REAR OF RECESS "' '-::' G.C.TO VERIFY FINAL DIMENSIONS ��4„ ` " G.C.TO VERIFY DEPTH REQUIRED TO ;,: .; ?"` GLOBE 3 GLOBE 5 WITH TENANT VENDOR AS REQUIRED _ z7.271° _ _ _ _ _ _ _ _ _ _ _ _ ;?FOR FINAL LED SPECIFICATION J ''R / �` , G.C.TO PAINT RECESS _� CREATE A FLUSH -ALIGNED , ° 4 �� •��f��f��1 ��f� - BLACK P 4 '^in TRANSITION BETWEEN FACE OF LED'S �KyGLOBE 1b • • GLOBE 7 � - — _ AND FACE OF FINISHED GYP. BD. r. * • - 1 G.C.TO PAINT METAL �h STUDS P-4 IN -+-47 ++ ;r .:� . VENTED OPENING SHOWN HATCHED. I • PAINT ALL EXPOSED STUDS AND VISIBLE AREAS BEYOND } + ++ ?,',-; �r,r�. �t t •�. �--� 1" GAP OPENINGS BLACK P-4 r " , - 0 - e �• , 1. ; HDMI ELECTRICAL BOX BY ELECTRICAL b ,'T`, CONTRACTOR PLATE/WIRING BY N a�.,.f, ti GLOBE 2 GLOBE 6 TENANT VENDOR. SEE ELECTRICAL -- SHEET TITLE: DRAWINGS FOR MORE INFORMATION. rn "in GLOBE 4 BACKWRAP a - - 1 -- 3 5/8 12 GAUGE METAL STUDS AT FIXTURE DETAILS 16" O.C. INCOMING DATA:TENANT'S IT VENDOR -. 5/8"TYPE 'X' GYP. BD. .. TO PROVIDE CAT5E/QUANTITY(4)W/ MAX RUN OF 300 FT. CL.OF BACKWRAP S„ ; A620 ELEVATION PLAN AND LED DISPLAY 76LED DISPLAY WALL ELEVATION LED DISPLAY WALL SECTION 19 LIGHT FIXTURE ' D'/GRAPHIC DETAIL A620 3/4„=1'-0” A620 3/4„=1'-0„ TOILETROOM ACCESSORIES SCHEDULE G.C. IS TO REVIEW STRUCTURE BELOW OUR SPACE PRIOR TO CONSTRUCTION FOR CONDITIONS I NOTE: REFER TO SHEET A020 FOR FIXTURE AND ACCESSORY PREVENTING FLOOR PENETRATIONS AS SHOWN. OBSTRUCTIONS THAT PREVENT LAYOUT AS SHOWN 1 i INSTALLATION LOCATIONS UNLESS OTHERWISE NOTED. 1 DESCRIPTION MANUF. GROUP/MODEL FINISH MOUNTING I SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY AND PRIOR TO FRAMING. I L J (1) B-5806x36, (1) STAINLESS SURFACE B.O. CEILING GRAB BARS BOBRICK +8'-6" A.F.F. MIRROR BOBRICK 13-29B-5806x53836, 2901836(1) B-5806x18 STEEL SATIN MOUNTED I �// STAINLESS SURFACE ' STEEL SATIN MOUNTED H F C UM 0 11 P II I 4 PAPER TOWEL HOLDER BOBRICK B-253 ALUMINUM SURFACE `�. C �/ SATIN MOUNTED .� i� TOILET PAPER HOLDER BOBRICK B-6857 STAINLESS SURFACE /.' '�`• I�` / STEEL SATIN MOUNTED �i ,'/ i,\ B `© D / / / I • A700 0 / TOILET SEAT COVER DISPENSER BOBRICK B-221 STAINLESS SURFACE •• \ V STEEL SATIN MOUNTED � r ,' 1 •`�� A % I I 30"X48"iii 0 5'40" -\) 60"X56"� ` I TYP. . //r- /' ,'�j Comfy / . , 3 0 \ c ..1 - i. MORPHE I I ' ! 1 J‘ <N ' 122 FOURTH4TH FLOOR IC R� 0 SAN FRANCISCO,CALIFORNIA 9410 354"X60-\ \70\ / 'R NC \ �'� © Q -4/ © a IFRP-1 i v v • •ds TYP. \ o / o CC.-----7 i 000 f 1 .1� / \\ ARCHITECTS ///,/// // �= 1 — 2145 Ford Parkway, Suite 301 ////// /// di TT.O. FINISH FLOOR i B-2 Saint Paul, Minnesota 55116 651.690.5525 ie 1'-6" �e e V-6" � CL. CL. i 11 www.finn-daniels.com CA--- (B) 0 A70o (--[)-- , 7'-6" e • • 200 TOILET ROOM PLAN 3 TOILET ROOM ELEVATIONS CONSULTANTS: A71/2"--1'-0" A700 1/2"=1'-0" TOILET ROOM KEYNOTES \ MOISTURE RESISTANT GYP. BD. AT ALL TOILET ROOM INTERIOR WALLS. (E) LANDLORD MEZZANINE \ ACCESSIBLE GRAB BARS. SEE TOILET ROOM ACCESSORIES SCHEDULE,ACCESSIBILITY DETAILS ON SHEET STRUCTURE A020, AND DETAIL 12/A700 FOR BLOCKING IN WALLS. O ACCESSIBLE LAVATORY. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. i 3 5/8", 20 GA. STUDS \ PROVIDE PIPE WRAP INSULATION BELOW LAVATORY. INSULATE P-TRAP AND ANGLE VALVES WITH FULLY DIAGONAL BRACING TO MOLDED INSULATION KIT PER ADAAG REQUIREMENTS. AT 4'-0" O.C. ALTERNATE DIRECTION) \ WATER CLOSET WITH FLUSH HANDLE ON OPEN SIDE. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. O SURFACE MOUNTED MIRROR. SEE TOILET ROOM ACCESSORIES SCHEDULE. O SURFACE MOUNTED PAPER TOWEL HOLDER. SEE TOILET ROOM ACCESSORIES SCHEDULE. �. O SURFACE MOUNTED SEAT COVER DISPENSER. SEE TOILET ROOM ACCESSORIES SCHEDULE. / / O SURFACE MOUNTED TOILET PAPER HOLDER. SEE TOILET ROOM ACCESSORIES SCHEDULE. ,'/ /. / SEAL/SIGNATURE , r / GED AR ' 20 GA.TYP DEEP LEG C,�J �./ MTL.TRACK ANCHOR �cj �, ' TO UNDERSIDE OF C7 REBECCA L. t B.O. (E) BEAM + + STRUCTURE AT 24" O.C. en OLSON jaii MAX. AND 12" FROM IP+14'-4 1/2" A.F.F. (VLF.) 1;• - x EA. END • SAINT PAUL, MN • !. t•, , License#6696 `t /W 3 5/8", 20 GA METAL / 1 OF O 111)+a STUDS HORIZONATAL (4)#8 TEK SCREWS BRACING, SPACING TO V(igi4M16 MATCH VERTICALS. I v (1) LAYER OF GYP. BD. AT 7 NOT USED s NOT USED EXPOSED SIDE OF METAL STUD FRAMING. RUN A70O p0 A711 ? HORIZONATALLY AND ' 'I RETURN FLUSH TO BEAM. 3 FINISH JOINT W/CLEAR SEALANT PLASTIC J-MOLD TO MATCH WAINSCOTI I SEE SHEET A020 FORS ai T.O. FRP ,•. • 'MOUNTING HEIGHTS I ., 4'-0" A.F.F. IAND OBSTRUCTION (LIMITATIONS. J INSTALL F.R.P. FRP-11 a FRP WAINSCOT FROM FINISHED FLOOR TO STORE #: O�O 8'-0"A.F.F.; PROVIDE 4' 0" x 10'-0" SHEETS, CUT TO FIT ____7 sj`"" \ AS REQUIRED TO ENSURE j \ SOLID IN-WALL BLOCKING SECURED NO HORIZONTAL SEAMS; PROJECT: -• ._ \ . TO STUDS ALL MOLDINGS TO MATCH PAINT EXPOSED • GYP. BD. OVER METAL STUD FRAMING j• •: ' • , 2'-0" F.R.P. COLOR REFER TO COLUMNS TO MATCH • i SHEET A210 FOR \\ PERIMTER WALLS. MORPH E N.. \ CL ADDITIONAL INFORMATION . FA.C.T. CEILING AS SCHEDULED �- /////// 1 , WASHINGTON \ ' VINYL BASE \ � - - a � SQUARE ., ,: V.C.T. FLOORING C_ \ . ry q SPACE #B07 •\ . EQ. EQ. e = ` ,� 9585 SW WASHINGTON SQUARE RD WATER PROOF � \ j o r • TIGARD, OR 97223 MEMBRANE PER FRP. WAINSCOT 0/ \ p LANDLORD 5/8" WATER RESISTANT \ — d REQUIREMENTS "' (BELOW FLOOR FINISH GYP. BD. 7 AND UP TO 6" ON \ • 13B WALL) • . • (E) CONCRETE SLAB A709) MOP SINK BASIN • A/E PROJECT NO.: M0040 • DRAWN BY: GJF 4 ' PLAN ELEVATION t • CHECKED BY: KDI / DRM / RLO . A \BJ 1 • , ISSUES AND REVISIONS: 11 TOILET ROOM WAINSCOT DETAIL 12 GRAB BAR DETAILri---3 MOP SINK DETAIL 1---4 NOT USED ' 100% CHECKSET 10.15.2018 X 2.(1:2 1/2"=1' O" \A700 L. --"' (1) LAYER 5/8" GYP. BD.AT LL/PERMIT/BID 11.02.2018 A700 6"=1'-p" \ A700 6"=V-011 � EXPOSED SIDE OF MTL. STUD FRAMING. SECURE TO MTL. FRAMING W/ 1"(L)TYPE 'S' SELF TAPPING STEEL SCREWS J PLACED 8" O.C. ALONG EDGES OF BOARD AND 12" O.C. IN THE FIELD OF THE BOARD 3 ; 7 . I i 7 i : 1 1 1 I U 5 � I S 1 20 GA. STD. LEG MTL. TRACK BASE TREATMENT. REFER W/ HILTI X-DNI 32 P8515 @ TO INTERIOR ELEVATIONS 3'-0" O.C. MAX. AND 12" FROM EITHER END FINISH FLOOR- REFER TO FINISH SCHEDULE . .f ' ' SHEET TITLE: -. ir3 rNOTE: i TOILET ROOM NOTHING IS PERMITTED TO BE ATTACHED TO, PLAN, ELEVATION, SUSPENDED FROM, OR PENETRATE THE FLOOR/ROOF DECK ABOVE. FRAME, BRACE AND DETAILS AND/OR SUSPEND, AS NEEDED,TO/FROM TOP I NOTE: I CHORD OF JOISTS OR STRUCTURAL STEEL WHICH REFER TO 17/A600 i EXISTS ABOVE TENANT SPACE. PATCH & REPAIR FOR STUD SCHEDULE, 1 ALL FIREPROOFING AT EXISTING STRUCTURE. A700 L a L _I 16 NOT USED 1187 NOT USED NOT USED 19 NOT USED PARTITION BRACING DETAIL A700 l A /700 ` A700 A700 20\ A700 1"=1' 0" TABLE OF CONTENTS 1. SUBMITTAL BY CONTRACTOR REPRESENTS THAT FIELD MEASUREMENTS, FIELD CONSTRUCTION CRITERIA, THE TENANT. H. FABRICATION: FABRICATE ITEMS WITH JOINTS NEATLY FITTED AND PROPERLY SECURED;GRIND EXPOSED - ' -.- `� MATERIALS,CATALOG NUMBERS AND SIMILAR DATA HAVE BEEN DETERMINED AND VERIFIED BY F. CUTTING AND PATCHING:CUT AND FIT COMPONENTS AS REQUIRED;PATCH DISTURBED AREAS TO MATCH WELDS CONTINUOUS,SMOOTH AND FLUSH WITH ADJACENT FINISHED SURFACES,AND EASE EXPOSED SECTION 07210-INSULATION g- �� - _..- _ -3 DIVISION 0:CONDITIONS OF THE CONTRACT CONTRACTOR. ADJACENT MATERIALS AND FINISHES. EDGES TO APPROXIMATE 1/32" UNIFORM RADIUS. ,r__ �_ - REFINISHING:REFINISH ENTIRE SURFACES AS NECE ARY TO PR VID VEIN FIN! T - _-, -= ' _ = = __-- 00700 GENERAL CONDITIONS(AIA A201-1997) 2. REVIEW OF SUBMITTALS BY OWNERS PROJECT MANAGER SHALL BE FOR DESIGN CONCEPT ONLY AND 1 SS O E E SH TO MA CH ADJACENT 1. MAKE EXPOSED JOINTS FLUSH BUTT TYPE,HAIRLINE JOINTS WHERE MECHANICALLY FASTENED. A. GENERAL:PROVIDE THERMAL INSULATION WITH ACCESSORIES AS REQUIRED FOR COMPLETE _ ,z - 00800 SUPPLEMENTARY CONDITIONS SHALE NOT BE CONSTRUED AS APPROVING DEPARTURES FROM CONTRACT DOCUMENTS. FINISHES;FOR CONTINUOUS SURFACES REftNISH TO NEAREST INTERSECTION,FOR AN ASSEMBLY 2. FIT AND SHOP ASSEMBLE!N LARGEST PRACTICAL SECTIONS FOR DELIVERY. INSTALLATION. � _= �� . B. CONSTRUCTION PROGRESS SCHEDULE:BAR CHARTS OR CONTRACTOR S STANDARD COMPUTERIZED REFINISH ENTIRE UNIT. I. FINISHES:GALVANIZE ANO PRIME PAINT EXTERIOR MISCELLANEOUS METAL,PRIME PAINT INTERIOR 1. INSULATION INTEGRAL WITH ROOFING REPAIRS I5 PROVIDED WITH ROOFING,AND ACOUSTICAL - _ DIVISION 1:GENERAL REQUIREMENTS SCHEDULES, UPDATED REGULARLY, NO LESS THAN MONTHLY. G. CLEANING:G.C.SHALL EXECUTE PERIODIC CLEANING DURING PROCESS OF WORK,AND AT COMPLETION MISCELLANEOUS METAL;GALVANIZE COATING MINIMUM G90 COATING,GALVANIZED AFTER INSULATION IS PROVIDED WITH GYPSUM BOARD ASSEMBLIES. - __ --... . 01100 SUMMARY OF WORK C. SCHEDULE OF VALUES:AIA FORM G703 OR APPROVED FORMAT. OF THE WORK,50 THAT ALL FINISHED SURFACES ARE FREE OF ANY FOREIGN MATERIAL.CONDUCT FABRICATION. B. THERMAL BATT INSULATION:OWENS CORNING/FS-25, USG/THERMAFIBER FS25,OR JOHNS _ __ 01300 ADMINISTRATIVE REQUIREMENTS D. SHOP DRAWINGS:SUBMIT ELECTRONICALLY; PROVIDE FOR CUSTOM PRODUCTS AND PRODUCTS NOT CLEANING AND DISPOSAL OPERATIONS TO COMPLY WITH CODES,ORDINANCES, REGULATIONS, 1. CLEAN SURFACES OF RUST,SCALE,GREASE AND FOREIGN MATTER PRIOR TO APPLYING GALVANIZED OR MANVILLE/FSK-25; FOIL FACED VAPOR RETARDER FACED,VAPOR RETARDER TOWARD INSIDE. = - 01400 QUALITY REQUIREMENTS FULLY IDENTIFIED BY PRODUCT DATA. ANTI-POLLUTION LAWS AND LANDLORD REQUIREMENTS. REMOVE GREASE,MASTIC,ADHESIVES,DIRT, PAINTED FINISH. 1. THICKNESS R-VALUE:AS INDICATED ON DRAWINGS. _ `' _ = .J ' D THER F R N MATERIA 1 - - = -_ -----:_:,: DIVISION EIGHT: DOORS AND WINDOWS (NON-THERMAL-INTERIOR INSTALLATION OR THERMAL-EXTERIOR INSTALLATION).COMPLY WITH REQUIRED. 6. PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH EXPOSED RECOMMENDATIONS OF FLAT GLASS MARKETING ASSOCIATION (FGMA)"GLAZING MANUAL"AND 2. PLACE TILE IN ACCORDANCE WITH PATTERNS INDICATED ON DRAWINGS;CAREFULLY PLAN TILE LAYOUTS, SURFACES. �� - v SECTION 08110-STEEL DOORS AND FRAMES "SEALANT MANUAL" EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED. PROVIDE ENSURE PATTERN IS UNINTERRUPTED FROM ONE SURFACE TO THE NEXT AND THROUGH DOORWAYS. 7. FINISH DOORS ON TOPS,BOTTOMS AND SIDE EDGES SAME AS FACES. �z te - MATERIALS OBTAINED FROM ONE SOURCE FOR EACH TYPE OF GLASS AND GLAZING PRODUCT INDICATED. 3. SEAL TILE AND GROUT SURFACES WHERE RECOMMENDED BY MANUFACTURER FOR MATERIALS AND 8. SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL AND EACH VARNISH COAT. = - i _ A. GENERAL:PROVIDE STEEL DOORS AND FRAMES AND ACCESSORIES AS REQUIRED FOR COMPLETE B. PROVIDE GLASS DOORS AS SHOWN.DOORS SHALL HAVE FULL WIDTH BOTTOM AND TOP RAILS. DOORS APPLICATIONS INVOLVED;COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. K. SCHEDULING PAINTING:APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED,PRETREATED OR `; � -j = --- --7--=- ---- _-&--_,._- -7-'- _ _= INSTALLATION;COORDINATE WITH SECTION 08700-HARDWARE. SHALL BE FACTORY ASSEMBLED AND PREPARED TO ACCOMMODATE PUSH-PULLS AND LOCK CYLINDERS 4. MAX.GROUT JOINT=3/16". PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER PREPARATION. _-� - _ -- B. STANDARDS:COMPLY WITH STEEL DOOR INSTITUTE"STANDARD STEEL DOORS AND FRAMES"OR NAAMM INSTALLED BY G.C.ALL GLASS DOOR HARDWARE FINISHES SHALL BE AS SCHEDULED. 5. EXPANSION JOINTS:INSTALL ARCHITECTURALLY DESIGNED EXPANSION JOINTS AS PER CURRENT TCA 1. ALLOW TIME BETWEEN SUCCESSIVE COATINGS TO PERMIT PROPER DRYING.DO NOT RECOAT UNTIL _ _ HOLLOW METAL MANUFACTURERS ASSOCIATION"HOLLOW METAL MANUAL." C. WHERE SAFETY GLASS IS INDICATED OR REQUIRED BY AUTHORITIES HAVING JURISDICTION,PROVIDE TYPE DETAIL EJ171. PREFABRICATED EXPANSION JOINT STRIPS CAN ALSO BE USED WHEN SUITABLE. PAINT FEELS FIRM AND DOES NOT DEFORM OR FEEL STICKY UNDER MODERATE THUMB PRESSURE. = 11)1 1. FIRE RATED STANDARDS:FURNISH MATERIALS TESTED, LABELED AND INSPECTED BY UL,WARNOCK OF PRODUCTS WHICH COMPLY WITH ANSI Z97.1. 6. GROUTING METHODS:FOLLOW EXACTLY GROUT MANUFACTURES INSTRUCTIONS AND COMPLY WITH L. MINIMUM COATING THICKNESS:APPLY MATERIALS AT NOT LESS THAN MANUFACTURER'S HERSEY,OR TESTING AGENCY ACCEPTABLE TO APPLICABLE AUTHORITIES. D. MIRROR SHALL COMPLY WITH F.S. DD -471C TYPE 1,CLASS 1,QUALITY Q2, 1/4"THICK. PROVIDE APPROPRIATE ANSI A108 SPECIFICATION DEPENDING ON TYPE OF GROUT SELECTED.GROUTING IS NOT RECOMMENDED SPREADING RATE,TO ESTABLISH A TOTAL DRY FILM THICKNESS AS RECOMMENDED BY 1 -' =' - _ � s C. SUBMITTALS:SUBMIT PRODUCT DATA. SILVERING,COPPER BACKING AND PROTECTIVE COATING CONFORMING TO F.S. DD-M.411. COMPLETE UNTIL ALL GROUT HAZE AND RESIDUES ARE REMOVED FROM THE SURFACE OF THE TILE. COATING MANUFACTURER. -i--..--_-- - _ _._..T__-_ --�- _- --- D. MANUFACTURERS:AMWELD,CECO,OR PIONEER. E. FABRICATE GLASS TO SIZES REQUIRED FOR GLAZING OPENINGS WITH EDGE CLEARANCE AND TOLERANCES K. PROTECTION. M. PRIME COATS:APPLY TO ITEMS NOT PREVIOUSLY PRIMED; RECOAT PRIMED AND SEALED SURFACES v - = __---_��==mac,:°= -- x-------__V,--- -----z =- E. HOLLOW METAL DOORS:FLUSH HOLLOW METAL DOORS FULL FLUSH TYPE;SDI MODEL 1, NAAMM TYPE B COMPLYING WITH RECOMMENDATIONS OFGLASS MANUFACTURER. 1. LEAVE FINISHED INSTALLATION FREE OF CRACKED,CHIPPED, BROKEN, UNBONDED OR OTHERWISE WHERE THERE IS EVIDENCE OF SUCTION SPOTS OR UNSEALED AREAS IN FIRST COAT. -=_ -- = -,...,, _-„,„„-E_-_-=---.---_-------. _"-x 0 S _ . ._- FULL FLUSH WITH UNFILLED EDGE;CLOSE TOP AT EXTERIOR DOORS. F. ALL GLASS AND MIRRORS TO HAVE EXPOSED EDGES WILL BE GROUND AND POLISHED. DEFECTIVE TILE WORK. N. FINISH COATS: PROVIDE EVEN TEXTURE;LEAVE NO LAPS, IRREGULARITY IN TEXTURE,SKID MARKS,OR - = , __ 1. CORE: PROVIDE STEEL STIFFENED CORE; INSULATED AT EXTERIOR DOORS. G. THE DOORS ARE FURNISHED WITH HOUSING AND A CONSTRUCTION CORE AS SCHEDULED IN THE 2. PROTECT ALL FLOOR TILE INSTALLATIONS WITH CLEAN CONSTRUCTION PAPER OR OTHER HEAVY OTHER SURFACE IMPERFECTIONS. _ MECHANICAL AND PLUMBING SPECIFICATIONS `- __ ` . = = - T SECTION 15014-GENERAL REQUIREMENTS B. EXCAVATION AND BACKFILL SECTION 25200-PIPING AND VALVES 6. ANY DISCREPANCIES BETWEEN WHAT IS SHOWN ON DRAWINGS OR SPECIFIED AND THE SECTION 15954-TESTING,ADJUSTING AND BALANCING _ 1. PERFORM ALL EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF BELOW-GRADE ACTUAL CONDITIONS IN THE FIELD SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF -- -_,---____2. -_ ___ -„- a-_ _= a ==A. GENERAL PIPING. A. GENERAL A. GENERAL = _ THE ARCHITECT BEFORE PROCEEDING. c� 1. SPECIFICATIONS ARE APPLICABLE TO ALL CONTRACTORS AND/OR SUBCONTRACTORS FOR 2. EXCAVATE AS REQUIRED TO INSTALL PIPING AT REQUIRED DEPTH AND PITCH.PIPE TO BE LAiD 1. FURNISH ALL MATERIAL,LABOR, EQUIPMENT,AND ACCESSORIES AS REQUIRED TO INSTALL 7. BUILDING AND SURFACES DAMAGED DURING INSTALLATION SHALL BE REPAIRED,REPLACED, 1. AFTER INSTALLATION,CHECK ALL EQUIPMENT AND PERFORM START UP IN ACCORDANCE44' _ 4 MECHANICAL SYSTEMS. ON SAND BEDDING TO GIVE UNIFORM BEARING ALONG LENGTH OF PIPE(SAND INSIDE COMPLETE PLUMBING AND HVAC PIPING SYSTEMS AS INDICATED ON MECHANICAL AND/OR RESTORED TO ORIGINAL CONDITION AFTER COMPLETION OF WORK AND BEFORE WITH THE MANUFACTURER'S INSTRUCTIONS. _=_=_ - ___=_ =___ -- -= BUILDING AND INTERLOCKING AGGREGATE OUTSIDE BUILDING). DRAWINGS AND IN THESE SPECIFICATIONS. ACCEPTANCE BY OWNER. -"r:.---- 2. CHECK OTHER PLANS AND SPECIFICATIONS AND FULLY COORDINATE WITH OTHER TRADES, ) 2. ALL PIPING SHALL BE TESTED AND FREE OF LEAKS AS REQUIRED BY THE LOCAL AUTHORITY - _= --_ _ _ OWNER AND ARCHITECT REQUIREMENTS. 3. BACKFILL WITH BEDDING MATERIAL TO A MINIMUM OF TWELVE(12) INCHES ABOVE TOP OF 2. INSTALL IN FULL ACCORDANCE WITH LOCAL CODE REQUIREMENTS,OTHER SPECIFICATION 8. DURING CONSTRUCTION,ALL RETURN AIR DUCTWORK AND TRANSFER AIR OPENINGS -- _ -_= ----= _ _- HAVING JURISDICTION. - - --=�� _� SERVING NEW AND EXISTING AIR HANDLING EQUIPMENT AND/ORAD ADJACENT TENANT SPACES =-- - =s= - ------- %- 3. CONFORM TO ALL GENERAL AND SPECIAL CONDITIONS OF CONTRACT AS SPECIFIED BY PIPE AND COMPACT.BALANCE OF BACKFILL IN INDOOR GRASS AREAS SHALL BE CLEAN EARTH SECTION REQUIREMENTS AND MANUFACTURER'S RECOMMENDATIONS. Q J 3. WORK THAT IS SCHEDULED TO BE CONCEALED OR INSULATED SHALL REMAIN - _--=_---- = __-- _ - - AR HITS AND/OR OWNER. UP TO SIX(6)INCHES ABOVE SURROUNDING GRADES.BACKFILL BELOW FINISHED FLOORS SHALL BE PROTECTED.OPENINGS WHICH NEED TO REMAIN ACTIVE SHALL BE COVERED AND _-_- } MECHANICAL SYMBOLS RESPONSIBILITY SCHEDULE HVAC E = EXISTING, T = TENANT, GC = GENERAL CONTRACTOR, LL = LANDLORD E FURNISH INSTALL NA REMARKS ---- CONDENSATE DRAIN (CD) HVAC T GC LL T GC LL VAV • • SEE NOTES ON M100 AND M200 N. 1 4-) It P II 1' €4 CONNECT TO EXISTING ROOFTOP CONDENSING UNIT FIELD INSTALLED ACCESSORIES STRUCTURAL SUPPORTS FOR • OKEYNOTE ROOFTOP CONDENSING UNIT(S) ROOFTOP CONDENSING UNIT(S) • -- UACCESS DOOR/PANEL ROOF OPENINGS • -- AIR HANDING UNIT MIXING BOX AND • _- BALANCE DAMPER MIXING BOX MOTOR OPER. DAMPERS MORPHE REFRIGERANT PIPING, VALVES, AND • ACCESSORIES 22 FOURTH STREET,4TH FLOOR SAN FRANCISCO,CALIFORNIA 94103 [J SUPPLY DUCT- UP FAN COIL UNIT(S) • -- DUCT HEATER(S) • -- Rebecca Olson affl SUPPLY DUCT- DOWN RELIEF AIR/OUTDOOR AIR FAN(S) • -- ARCHITECT DIFFUSERS AND GRILLES • • SEE NOTES ON M100 AND M200 11 RETURN OR EXH. DUCT- UP Rebecca Olson Architect, LLC LOW PRESSURE DUCTWORK • • • SEE NOTES ON M100 AND M200 2145 Ford Parkway, Suite 301 717- RETURN OR EXH. DUCT DOWN TEMPERATURE CONTROL SYSTEM • • SEE NOTES ON M100 AND M200 Saint Paul, Minnesota 55116 651.888.6885 DUCT SMOKE DETECTOR(S) • • SEE NOTES ON M100 AND M200 III CONSULTANTS: I -, ELBOW W/TURNING VANES TOILET EXHAUST FAN SEE NOTES ON M100 AND M200 J RESTROOM EXHAUST STUB-IN • SEE NOTES ON M100 GaUSIEllan 4 THERMOSTAT AIR BALANCE REPORT-TABC • -- AS-BUILT DRAWINGS • -- &Moore 0 REMOTE TEMPERATURE SENSOR Mechanical and Electrical Engineers 700 Rosedale Towers T DUCT SMOKE DETECTOR 1700 West Highway 36 Saint Paul, Minnesota 55113 (651)639-9606 FAX 639-9618 0—1-11. UNDERCUT DOOR - Project No. 86365 ® XX = MECHANICAL EQUIPMENT © X =TAG NUMBER — XxX O =AIR TERMINAL TYPE XXX O XxX=AIR TERMINAL FACE SIZE XXX= CFM .E-A7- RETURN AIR SUPPLY AIR .0-4--- EXHAUST AIR SEAL/SIGNATURE C MOTORIZED DAMPER \S�0�PN�f�`��Q FIRE DAMPER — � w58B99PE� X SUPPLY AIR TERMINAL m OREGON" 0 A ember 2-:% e RETURN GRILLE SGL D. HASP _ fres 06-30_? 1 I LINEAR SLOT DIFFUSER l/ L D (E) EXISTING EQUIPMENT (R) RELOCATED EXISTING EQUIPMENT E FURNISH INSTALL NA REMARKS S/A SUPPLY AIR PLUMBING T GC LL T GC LI SAN,VENT,AND CW PIPING STUB-INS __ TO TENANT SPACE • R/A RETURN AIR SAN,VENT, CW, HW,AND OTHER I� PIPING WITHIN TENANT SPACE • • SEE NOTES ON P100 AND P200 0/A OUTDOOR AIR PLUMBING FIXTURES • • SEE NOTES ON P100 AND P200 E/A EXHAUST AIR WATER HEATER AND ACCESSORIES • • SEE NOTES ON P100 AND P200 WATER METER • SEE NOTES ON P100 STORE #: RE/A RELIEF AIR 040 WATER DISPENSER • • SEE NOTES ON P100 AND P200 CONDENSATE PIPING • • SEE NOTES ON P100 AND P200 PROJECT: PLUMBING GAS PIPING AND ACCESSORIES _ • -- GAS METER • -- MORPHE AS-BUILT DRAWINGS • -- WASH 1 N GTO N SANITARY VENT(V) COLD WATER (CW) SQUARE - - HOT WATER (HW) - – - SPACE #B07 — 9585 SW WASHINGTON SQUARE RD. SANITARY WASTE(SW) TIGARD, OR 97223 ———— CONDENSATE DRAIN (CD) D4 SHUT-OFF VALVE E FURNISH INSTALL NA REMARKS _o RISE FIRE PROTECTION T GC LL T GC LL D DROP SPRINKLER PIPING AND HEADS • • • G.C. TO PROVIDE NEW AS REQUIRED A/E PROJECT NO.: M0036 44 CONNECT TO EXISTING FIRE EXTINGUISHERS , • • -- DRAWN BY: PAS AS-BUILT DRAWINGS • WC-1 FIXTURE AND TAG NUMBER - - - - CHECKED BY: KRU O KEYNOTE -- - - - - ISSUES AND REVISIONS: - 100% CHECKSET 10.22.2018 UNION LL/PERMIT/BID 11.02.2018 SHEET TITLE: MECH. AND PLMB. RESPONSIBILITY SCHED. & MECH. SYMBOLS MORPHE 0 0 U '''T- (vD 0 24x12 G® I 24x12 00 i 00 24x12 11 (E)OPEN MALL RETURN DUCT -;- ..,:. ... .. ., `• ' ' . ' • I 150 S2 1 , 11 (E)MALL SUPPLY DUCT-� N ��'/�// /*►�►�//.!`��/ 22 FOURTMORPHEH FLOOR t 15:-/ SAN FRANCISCO,CALIFORNIA 94103 24x12 O _. _..- 12"0 SIA `I R27 i 3 14 (E)12"0 SIA .11 I I - Rebecca 18"x14" SIA IFPVAV-3] 1 ` � 12"OSIA Olson l ARCHITECT .,t,. 52 150 ( ( ( ( ( I�( Jl� 2 FPVAV-1 X14 �!�..._ O 24x12 - R 24 12 ' L8f7J SIA ; x ©© ;^ Fi R1 M , I ,, Rebecca Olson Architect, LLC TTi7TfJT i „,..Z,774,,-, ,r1.. ✓ /;= .✓ .._„ ,,i�,,�i,,��,, iil/ .i/.d/�/ = �� 12° ,: 2145 Ford Parkway, Suite 301 -80 S/A ' LTJLIJLLI� 1______ O® i .tr_ 11 rk \I 375 Saint Paul, Minnesota 55116 - 12"0SIA \ , _ - - - - <- - 1 . , • - ---•- - -- k s® _- .- . - - . 651.888.6885 -36x20 TIA 16 8x6 TIA FPVAV-1 12„ Si 12' 2 12" 1 CONSULTANTS: 53 12x12370I ©O FPVAV-3 ©O O® 375 1 ¢ 16 k<1 O 375 Q 450 ®© co 60 SIA- O I L �� I 6„ S2 10"0 SIAGasman . . x 1 120 y X ■ . i, 12"0 S/A 12"0 S/A 12"0 S/A -- f/+" O i ' a 12 S/A 1 • 0 • I I - : a - i - Mechanical and Electrics! Engineers I III 10x14 SIA I16x14 SI700 A • f I 1700 WestHighers way36 / k 8" / 9 Y k 245 00 f Saint Paul, Minnesota 55113 16 22x12 TIA e f 00 P651}639-96Q6 FAX 639-9618 12x12 ... I Project No. 86365 S3 370ix 1 12"0 SIA ii ` f (TYP. OF ALL �� ..W__ . B7''.- ri, J iN i . /. : 8.. 0 NEW DUCTWORK) I -- i �J/////J///Jf.. 245 I - ¢ ( 10 I I 350 ®O , [ k< 0 �- ___ n- _. • r I _,v,. . . r c\ 12"0 5/A1 12x12 k< IFPVAV-20 OF ALL TYPFPVAV-2 Aiik©® 375 I 00 12 12 12' La S3 370 I I 10"0 SIAL FPVAV-4 © 375 ®O kili 375" �O ©O 450 ®O - 24x12 C X10TYPE( S1 DIFFUSERS)O e I "0 S/A 12"0 SIA-I-, 0 12"0 S/A -..-12"0 SIA 12"0 S/A -� ©© SEAL/SIGNATURE ----6'0 EIA - I 12x12 51A4110. I 8"0 SIA I`� (TYP.)® ��Ep PROf f�J' 1D"OSIA�- �PVAV-41 - - - - - �S t1GIN£•$' '�y 10x14 SIA I °r° 14x14 SIA x �'''58899PE Ake I 1 N /: II Mk �r l 6.52,0REGON 00? -76, er 22' pp" <110" A ✓ 1 ./ L DAge' I- •0 ..: /////////////////:�J�/// 350 ; , ; . H [res Cb-30-' -I 24x12 00 24x12 G ® 24x12 00 ® R1 24x12 ecAit V VERIFY ALL CONDITIONS NOTE: SMOKE DETECTION NOTE: IN FIELD PRIOR TO BID. CONTRACTOR IS TO VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO BIDDING WORK.ANY IN OCCUPANCIES NOT REQUIRED TO BE EQUIPPED WITH A FIRE ALARM SYSTEM, TENANT'S CONTRACTORS SHALL BE RESPONSIBLE TO CONDITIONS THAT AFFECT THE INSTALLATION OF THIS PROJECT MUST IMMEDIATELY BE ACTUATION OFA SMOKE DETECTOR SHALL ACTIVATE A VISIBLE AND AN AUDIBLE SIGNAL REMOVE ALL ABANDONED AND/OR UNUSED COMPONENTS BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER OR BE INCORPORATED IN AN APPROVED LOCATION. DUCT SMOKE DETECTOR TROUBLE CONDITIONS SHALL NOTE: CREATED OR EXPOSED DURING CONSTRUCTION, INCLUDING IN THE BID. DUCTWORK SHALL NOT BE FABRICATED OR ANY EQUIPMENT ORDERED PRIOR ACTIVATE A VISIBLE OR AUDIBLE SIGNAL IN AN APPROVED LOCATION AND SHALL BE SEE SHEET MP000 FOR SPECIFICATIONS. BUT NOT LIMITED TO: HVAC, CABLES, PIPING,WIRING,AND TO APPROVAL BY THE TENANT'S CONSTRUCTION MANAGER. IDENTIFIED AS AIR DUCT DETECTOR TROUBLE. SEE SHEET MP001 FOR RESPONSIBILITY SCHEDULE AND SYMBOLS. ASSOCIATED SUPPORTS OR ATTACHMENTS. STORE #: 040 MECHANICAL PLAN PROJECT: M� 1/4"=1:-0" MORPHE STRUCTURAL ELEVATIONS GENERAL NOTES MECHANICAL PLAN KEYNOTES WASHINGTON • SQUARE 0 PROVIDE REMOTELY OPERATED CABLE DAMPER AT DIFFUSER FACE. REFER TO 1/M200 AND AIR DEVICE 10 NEW TOILET EXHAUST FAN WITH BACKDRAFT DAMPER AS SCHEDULED ON M200. EXTEND NEW 6"0 BASED ON: 1. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND 15 RESPONSIBLE FOR THE COORDINATION SCHEDULE ON M200. EXHAUST DUCT TO EXISTING EXHAUST DUCT MAIN PROVIDED BY LANDLORD IN ADJACENT TENANT SPACE. SPACE #1307 XX FILED SURVEY LANDLORD INFORMATION OF THIS WORK WITH THE WORK OF ALL SUBCONTRACTORS AND ALL DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET VERIFY EXACT ROUTING AND LOCATION ON SITE PRIOR TO BID. MAINTAIN ALL WALL RATINGS IN ANY OF BID DOCUMENTS. 0 NEW DUCT SMOKE DETECTOR PER LANDLORD AND LOCAL JURISDICTION REQUIREMENTS. 9585 SW WASHINGTON SQUARE RD. STRUCTURAL DRAWINGS HEIGHTS UNAVAILABLE WALL PENETRATED IN ORDER TO CONNECT TO MALL EXHAUST. INCLUDE ALL NECESSARY WORK REQUIRED TIGARD, OR 97223 O REMOVE EXISTING VAVS AND ALL RELATED COMPONENTS. PROVIDE NEW FAN POWERED VAV UNIT AND IN BASE BID NO EXCEPTIONS. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 2. ALL ROOF CUTTING, PATCHING AND FLASHING REQUIRED SHALL BE BY A LANDLORD APPROVED ROOFING CONTRACTOR AT TENANT GENERAL CONTRACTOR'S EXPENSE. COORDINATE ROOF COORDINATE WITH LANDLORD PREFERRED ROOFING CONTRACTOR. 15'-2-1/2" (MEZZANINE) 30'-0" (PARTIAL SALES) (FIELD VERIFY) PENETRATION REQUIREMENTS WITH LANDLORD AND THE GENERAL CONTRACTOR.VERIFY SCOPE OF WORK WITH THE GENERAL CONTRACTOR PRIOR TO BID AND INCLUDE ALL COSTS IN BID AS ACCESSORIES AS SCHEDULED PER M200. CONNECT TO EXISTING LANDLORD SUPPLY AIR DUCTWORK. FINISH FLOOR TO BOTTOM OF DECK IS APPROX. DIRECTED BY THE GENERAL CONTRACTOR. REMOVE EXISTING TENANT TAKEOFF DUCWORK AND PROVIDE NEW DUCTWORK AND/OR DUCTWORK 11 EXISTING DUCT IN TENANT SPACE. VERIFY EXACT SIZE, LOCATION, AND CONDITION PRIOR TO BID. CLEAN STORE IS LOCATED ON LEVEL 1 OF 1 TRANSITIONS AS REQUIRED. FIELD VERIFY EXACT SIZE, LOCATION, AND EXISTING CONDITIONS. DUCT AND PROTECT FROM DAMAGE. REMOVE AND CAP AND SEAL ANY UNUSED BRANCH DUCTS. IF OF LOWEST OBSTRUCTION -- (FIELD VERIFY) 3. THE HVAC CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR ON ANY ADDITIONAL STRUCTURAL STEEL REQUIRED TO SUPPORT MECHANICAL EQUIPMENT PER DETAILS EXTERNAL INSULATION IS TORN OR DAMAGED, PROVIDE NEW EXTERNAL 1 1/2" R 5 INSULATION WRAP FINISH FLOOR TO BOTTOMSHOWN ON STRUCTURAL PLANS WHERE PROVIDED.THIS CONTRACTOR SHALL COORDINATE LOCATIONS AND REQUIREMENTS WITH THE GENERAL CONTRACTOR AND LANDLORD.VERIFY SCOPE O NEW REMOTE HVAC TEMPERATURE SENSOR FOR FPVAV INSTALLED ON CEILING. REFER TO TEMPERATURE (STEEL OR CONCRETE BEAMS/JOISTS, PIPING, ETC.) IS APPROX. WITH FOIL VAPOR BARRIER (INTERNAL INSULATION DUCT LINERS ARE NOT ALLOWED). PROVIDE OF WORK WITH THE GENERAL CONTRACTOR PRIOR TO BID AND INCLUDE ALL COSTS IN BID AS DIRECTED BY THE GENERAL CONTRACTOR. CONTROL NOTES SECTION SHEET M100 FOR ADDITIONAL INFORMATION. TRANSITIONS AS REQUIRED. ALL OTHER EQUIPMENT, PIPING, AND DUCTWORK ELEVATIONS ARE AS NOTED ON THE DRAWINGS. 4. HVAC CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT, PIPING AND DUCTWORK, NOT BEING USED OR SHOWN TO REMAIN, IS FULLY REMOVED AND NOT ABANDONED. COORDINATE O EXTERNALLY INSULATE ALL DUCTWORK WITH 1-1/2" R-5 INSULATION WRAP WITH FOIL VAPOR BARRIER, O 12 REFER TO CEILING TRANSFER AIR DETAIL 5/M200 FOR DUCTWORK BOOT AND ORIENTATION OF GRILLE. A/E PROJECT NO.: M0036 NOTE: CONTRACTOR IS TO VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO BIDDING WORK. ANY CONDITIONS THAT AFFECT THE REQUIREMENTS WITH THE GENERAL CONTRACTOR AND LANDLORD. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. VERIFY SCOPE OF WORK WITH THE GENERAL CONTRACTOR TYPICAL(INTERNAL INSULATION DUCT LINERS ARE NOT ALLOWED). PROVIDE TRANSITIONS AS REQUIRED. INSTALLATION OF THIS PROJECT MUST BE IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER OR BE PRIOR TO BID AND INCLUDE ALL COSTS IN BID AS DIRECTED BY THE GENERAL CONTRACTOR. DUCT DIMENSIONS ARE CLEAR INTERNAL AIR PATH DIMENSIONS. HOLD ALL NEW DUCTWORK AS HIGH AS et APPROXIMATE EXTENT OF LANDLORD'S MECHANICAL MEZZANINE ABOVE SHOWN DASHED. VERIFY DRAWN BY: PAS INCORPORATED IN THE BID. DUCTWORK SHALL NOT BE FABRICATED OR ANY EQUIPMENT ORDERED PRIOR TO THE APPROVAL OF THE POSSIBLE/PRACTICAL IN JOIST SPACE. CONDITIONS IN FIELD. KRU TENANT'S CONSTRUCTION MANAGER. 5. HVAC CONTRACTOR SHALL PROVIDE AND INSTALL ALL EQUIPMENT AND MATERIALS, INCLUDING ALL PIPING AND DUCTWORK,AND MAKE ALL CONNECTIONS, PER THE DRAWINGS AND CHECKED BY: SPECIFICATIONS. AN INDEPENDENT AIR BALANCE AND HVAC SURVEY COMPANY SHALL CONDUCT A COMPLETE INSPECTION OF THE INSTALLATION AND REPORT ANY DEVIATIONS FROM THE 0 FLEXIBLE DUCT TO AIR TERMINAL INLET. PROVIDE SMOOTH TRANSITION TO RIGID DUCT WITH PROPER 14 SEE DETAIL 4/M200 FOR UNIT HANGING REQUIREMENTS. ISSUES AND REVISIONS: PLANS AND SPECIFICATIONS. THE HVAC CONTRACTOR SHALL BE LIABLE FOR ANY DISCREPANCIES AND SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ANY CORRECTIVE ACTION SUPPORTS PER SMACNA STANDARDS. USE FLEXIBLE DUCT FOR FINAL RUN-OUT TO AIR TERMINAL ONLY 15 SEE DETAIL 3/M200 FOR ROUND TAKE OFF REQUIREMENTS. REQUIRED. (TYPICAL). SEE 1/M 200. 100% CHECKSET 10.22.2018 6. THE GENERAL CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS WHICH COMPLY WITH LOCAL FIRE CODE AND THE SPECIFIC INSTRUCTIONS OF LOCAL BUILDING OR FIRE DEPARTMENTS O MOUNT NEW HONEYWELL COMMERCIAL VISION PRO 7-DAY PROGRAMMABLE THERMOSTAT FOR 16 MOUNT TRANSFER DUCT IN WALL AS HIGH AS POSSIBLE. BOTTOM OF DUCT MINIMUM 12'-0" ABOVE PERSONNEL. INSTALLATIONS SHALL COMPLY WITH NFPA#10 AND LOCAL REQUIREMENTS. FPVAV-1, FPVAV-2, FPVAV-3,AND FPVAV-4. AT48"ABOVE FINISHED FLOOR. VERIFY COMPATIBILITY WITH FINISHED FLOOR. LL/PERMIT/BID 11.02.2018 MALL BMS SYSTEM. COORDINATE EXACT LOCATION WITH TENANT PRIOR TO ROUGH-IN LOCKOUT 7. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL CLEAR PLEXIGLASS LOCK BOX AT ALL SALES AREA THERMOSTATS WHERE INDICATED.. THERMOSTAT TO 72° F. 8. THE GENERAL CONTRACTOR SHALL PROVIDE ANY NEW PENETRATION LOCATIONS TO LANDLORD FOR REVIEW AND APPROVAL PRIOR TO START OF WORK. O PROVIDE ACCESS PANEL TO BOTTOM-ACCESS FPVAV. COORDINATE WITH ARCHITECT. 9. DUCT TAKEOFF FOR AIR TERMINAL IS TO BE IS TO BE SAME SIZE AS NECK(TYPICAL). 0 INSTALL NEW SHEETMETAL DUCTWORK IN ACCORDANCE WITH SMACNA STANDARDS AND ALL 10. EXTERNALLY INSULATE ALL NEW SUPPLY AND RETURN DUCTWORK WITH 1-1/2" R-5 INSULATION WRAP WITH FOIL VAPOR BARRIER,TYPICAL(INTERNAL INSULATION DUCT LINERS ARE NOT COORDINATE APPLICABLE LOCAL CODES. INSTALL DUCTWORK WITHS HIGH AS POSSIBLE/PRACTICAL 2IJOIST SPACE. ALLOWED). PROVIDE TRANSITIONS AS REQUIRED. DUCT DIMENSIONS ARE CLEAR INTERNAL AIR PATH DIMENSIONS. HOLD ALL NEW DUCTWORK AS HIGH AS POSSIBLE/PRACTICAL IN JOIST SPACE. COORDINATE ALL CLEARANCE REQUIREMENTS ALL OTHER TRADES. SEE 2/M200. 11. MALL RETURN AIR PLENUM OPEN TO ADJACENT TENANT SPACES. FIRE PROTECTION NOTES 1. THE EXISTING SPRINKLER SYSTEM AND HEAD LOCATIONS SHALL BE MODIFIED ONLY AS NEEDED FOR NEW AND REMOVED CEILINGS, WALLS, LIGHTS, FIXTURES,AND DIFFUSERS. TEMPERATURECONTROL NOTES 2. THE REVISED SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED BY AN EXPERIENCED FIRE PROTECTION CONTRACTOR IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE LANDLORD, LANDLORD'S FIRE INSURANCE UNDERWRITER, AND ALL GOVERNMENTAL AGENCIES AND AUTHORITIES HAVING JURISDICTION OVER THE PREMISES. VERIFY ALL REQUIREMENTS PRIOR TO BID. 1. CONTRACTOR SHALL COORDINATE EXISTING CONDITIONS ON-SITE PRIOR TO SUBMITTING A BLD. COORDINATE WITH MORPHE 3. CONTRACTOR TO OBTAIN AND SUBMIT A MINIMUM OF THREE (3) COMPETITIVE BIDS FOR ALL SPRINKLER WORK INCLUSIVE OF DRAWINGS, PERMITS,AND SHUTDOWN FEES. PROJECT MANAGER. 4. SPRINKLER SHOP DRAWINGS SHALL BE SUBMITTED TO THE LOCAL FIRE MARSHALL'S OFFICE TO RECEIVE THEIR APPROVAL BEFORE ANY INSTALLATION CAN BEGIN. APPROVED DRAWINGS MUST BE AT 2 CONTRACTOR SHALL EMPLOY A CERTIFIED MECHANICAL CONTRACTOR TO PROVIDE TEMPERATURE CONTROL CUT SHEETS AND THE JOB SITE DURING CONSTRUCTION. SCHEMATIC DESIGN FOR TEMPERATURE CONTROLS.TEMPERATURE CONTROLS TO BE APPROVED BY MORPHE AND ARCHITECT 5. SPRINKLER CONTRACTOR TO SUBMIT DRAWINGS TO OWNER FOR REVIEW PRIOR TO START OF THEIR WORK. PRIOR TO ORDERING ANY GEAR. 3. CONTRACTOR SHALL INSTALL A HONEYWELL VISION PRO TH8320 SERIES THERMOSTAT AT 48" A.F.F.. THERMOSTAT TO BE 6. LOCATIONS OF LIGHTS, FIXTURES,AND SOFFITS TAKE PRIORITY OVER SPRINKLER HEAD LOCATIONS. COORDINATE WITH ALL OTHER TRADES PRIOR TO INSTALLATION. SHEET TITLE: MOUNTED IN BACK-OF-HOUSE. COORDINATE LOCATION ON-SITE WITH MORPHE PROJECT MANAGER PRIOR TO INSTALLATION AND 7 PROVIDE UPRIGHT SPRINKLER HEADS IN OPEN CEILINGS. SETTING.TECHNICIAN TO SET AIR CONDITIONING TO MORPHE SPECIFICATIONS;VERIFY WITH MORPHE PROJECT MANAGER. MECHANICAL PLAN 4. THERMOSTATS SHALL BE CONNECTED TO TEMPERATURE SENSORS LOCATED AS INDICATED. 8. PROVIDE SEMI-RECESSED SPRINKLER HEADS IN ALL ACT CEILINGS INCLUDING TOILET ROOM, MANAGERS'S OFFICE AND CORRIDOR. 5. TENANT CONTRACTOR TO INSTALL REMOTE HVAC THERMOSTAT SENSOR AS INDICATED. COORDINATE LOCATION ON-SITE WITH 9. PROVIDE FULLY CONCEALED SPRINKLER HEADS AT WHITE PAINTED HARD LID CEILINGS INCLUDING SALES AREA,AND STUDIO UNTIL NOTED OTHERWISE. PROVIDE WHITE SPRINKLER AND MORPHE PROJECT MANAGER PRIOR TO SETTING. HONEYWELL REMOTE INDOOR SENSOR#C7189U1005. ESCUTCHEON UNLESS NOTED OTHERWISE. 6. TENANT'S CONTRACTOR TO VERIFY WITH LANDLORD PRIOR TO BID COMPATIBILITY OF THERMOSTAT AND SENSOR PER KEYNOTE 4 10. PROVIDE FULLY CONCEALED SPRINKLER HEADS AT BLACK PAINTED HARD LID CEILINGS INCLUDING STOREFRONT SOFFITS UNLESS NOTED OTHERWISE. PROVIDE BLACK SPRINKLER HEAD AND AND 7 ABOVE AND NOTIFY TENANT'S PM OR ARCHITECT IMMEDIATELY AND PRIOR TO BID OF ANY ISSUES UTILIZING THESE ESCUTCHEON UNLESS NOTED OTHERWISE. CONTROLS. M 1 0 0 7. TENANT'S CONTRACTOR TO COORDINATE THERMOSTAT SETTINGS WITH TENANT'S PM. SHT.MTL.ELBOW REQUIRED = �i SECURELY TAPE VINYL FLEX 7::_____::::7_11_ ,DUCT TO SHT.MTL.W/MIN, ="OF(2)CONTINUOUS WRAPS / \ / \ / FLANGED AND GASKETED JOINT SEAL ALL INSULATION SEAMS __, ____ _ ________________„, _ TO S.A. � u MAIN r' OF DUCT TAPE.STRAP CLAMP OR DUCT CONNECTION AND RE- AND JOINTS W/2" FRK VAPOR OVER FLEX DUCT INSULATION ENFORCEMENT IN ACCORDANCE RETARDING ADHESIVE TAPE IN � -V - 4 INSULATED �ROOFJOIST ;, „ s _ '� 1 .,��_ID AND VINYL TO SHT.MTL. W/SMACNA 2"W.G.CLASS,SEAL ACCORDANCE W/MANUF. _ _ _ --_ - - JOINTS IN ACCORDANCE W/ ANCHOR UNISTRUTTO EACH SIZE EACH SPRING ____ _ ^' 1 TO FORM GOOD SEAL [� SHEET MTI.DUCT HANGER BEAM (TYP.).SPAN MINIMUM ISOLATOR PER — __, • , , - _ = !tom` - Yu'i�;�� - = _ '- _ _- - 7" ' � _ � )MiQlltiPl� _ -7-----=----_.--'-:.------.-Z------- -------4-'---____,_------, I : PLUMBING FIXTURE SCHEDULE ,..7.--:Fi!""), Q 1 R TAG DESCRIPTION WH-11 ELECTRICTANK, MODEL GALLON, /////`///!//f!!. /!!//lA//f/iI///!////////!///.%!//f.�/!///A//�"//!///////// ///!// �!/! •C/�//!/�'.�'f///!//.y/!// %!/////1//!/I/.d/1/fllf///// VOLT, 10 GPH RECOVERY, PROVIDE 6" DEEP DRAIN PAN. MOUNT ON DECK ABOVE MOP ; -,. __. i/ __--- SINK. -4-- - 1, i-� L ____0 ._. 4 38 . - - . , — j.,3_,! ) M 0 It I) I 1 WC-1 WATER CLOSET:AMERICAN STANDARD CADET ELONGATED PRESSURE-ASSISTED ADA 1 i .... i COMPLIANT-1 GPF 2467.100 , 1/ 1 PROVIDE TRIP LEVER ON OPEN SIDE OF FIXTURE ALTERNATIVE CONFIGURATION MODEL 4142.801. FURNISH WITH AMERICAN STANDARD MODEL 5910.110 OPEN FRONT SEAT- ADA COMPLIANT-COLOR TO BE WHITE. "L� � 1 LAV-1 LAVATORY:AMERICAN STANDARD LUCERNE 0355.012 WIZURN 1231 CONCEALED ARM 3 , CARRIER. FURNISH WITH KOHLER FORTE K-10215-4 CENTER SET SINGLE HANDLE FAUCET- 1.2 GPM. __ PROVIDE WITH GRID STRAINER DRAIN AND ADA INSULATION KIT. I ---_ 1 ---.-.- ! MORPHE j WHA WATER HAMMER ARRESTOR: SIOUX CHIEF 653-A SERIES OR EQUAL BY PREVISION 22 FOURTH STREET,4TH FLOOR PLUMBING PRODUCTS, INC. ; SAN FRANCISCO,CALIFORNIA 94103 0 2" FD-1 FLOOR DRAIN: ZURN MODEL#Z-415-6B, CAST IRON BODY, COMBINATION INVERTIBLE CLAMP AND ADJUSTABLE COLLAR, 2" BOTTOM OUTLET WITH 6" ROUND NICKEL / BRONZE STRAINER. INSTALL WITH DEEP SEAL P-TRAP. 1 R ebecca Olson /--- � ARCHITECT l lS//J/ l// �l TP TRAP PRIMER: PRECISION PLUMBING PRODUCTS MODEL#PR-500 WITH ADJUSTABLE 41 / i FLOW RATE, INTEGRAL VACUUM BREAKER AND INTEGRAL BACKFLOW PREVENTER. , i I / / MOUNT ABOVE CEILING IN AN ACCESSIBLE LOCATION. NOTE: CONSULT PLUMBING I Rebecca Olson Architect, LLC INSPECTOR PRIOR TO INSTALLING TRAP PRIMER. EQUAL BY SIOUX CHIEF OR ZURN. `A-- ' I 1 2145 Ford Parkway, Suite 301 - _ Saint Paul, Minnesota 55116 651.888.6885 FCO FLOOR CLEAN OUT: SIOUX CHIEF MODEL##834-4DNR FULLY ADJUSTABLE ROUND CLEANOUT WITH POLISHED CAST NICKEL RING, COVER,AND PLUG. PLUG TO BE GAS AND WATER TIGHT. AT ELEC. EQUIP. / MB-1 MOP BASIN: FIAT MODEL MSB 2424 MOLDED STONE RESIN MOP SERVICE BASIN WITH 4O SEE ARCH DRAWINGS FOR LOCATION 0GaUSMan 10" HIGH WALLS COMPLETE WITH STAINLESS STEEL STRAINER AND DRAIN FOR J 3 \ / CAULKED CONNECTION. O 1 �. i ` I &Moore MOP BASIN FAUCET: CHICAGO MODEL 540-LDB97SGCCP WALL MOUNTED FAUCET Q WITH CHECK VALVES TO PREVENT CROSSOVER BETWEEN HOT AND COLD,WALL ` l'lv//!�////�✓/�l /2„ <' � � � 1�� „�y Mechanical and MOUNTED MIXING FAUCET WITH VACUUM BREAKER, SPOUT WITH 3/4” HOSES1 . y THREADS, INTEGRAL STOP ARMS, CHROME FINISH,AND WALL BRACE. I Electrical Engineers I' * . 700 Rosedale Towers 0 / ` SEE4/P100 FOR � 1 700 West Highway 36 i © PIPE SIZES f Saint Paul, Minnesota 55113 2" WCO WALL CLEAN OUT: SIOUX CHIEF 873 SERIES 2" CLEANOUT COVER KIT WITH 20 GAUGE ''"'"--- SEE 3/P100 SIZE OR % 0 ) STAINLESS STEEL CLEANOUT COVER, STAINLESS STEEL BOLT,AND CAST BRASS PLUG. f, fi51 639-9606 FAX 639-9618 / ♦ O �� Project No. 86365 2"FD 1 WC-1 MB 1 % ♦ WC-1 WH-1 7 T AND COLD ID WF-1 WATER FILTRATION PAND ULTRAVIOLET LIGHT ENSER: WATERLOGIC ISANITATION. PROVIDEDNITI UV TOWER O BY OWNER.TI STAGE WI-I-1 O i -gyp -` WF-1 l ♦ 2"F.1 13 MB-1 _._____ iy 14 , • ) . 7. IlD r I _ -tl, I ,., _-- t, u4;ijimoi„..66miw.6116f,,,,.)' -' i 4 00 I 1 4 V, LA TP LAV-1 , Mill, 1 • PLUMBING DOMESTIC WATER PLAN2 PLUMBING WASTE AND VENT PLAN P'1 f�0 ` 1/4,1=11_(x" \ P1OO 1 41,=11-011 SEAL/SIGNATURE 11 VS�*GIN£s�' 4 4 'w 58899PE OREGON��i� I : )ber 22' ci314" b. HAO`X 2" s 0+6_30-1^ 2"0114:: r;�) . < / 16-1. WH-1 0 8 1 6 WHA 4.0 1 112" -0--- > (TYP.) 314 0 3/4 I' T 11 112�, 10 72" --T 2�, /, 112 �� WH-1/ TP0STORE #: 0 LAV-1 / LAV-1 • 040 ♦ 2" 1 /2. >5.---' /t, PROJECT: ��_� 4"SW 2"FD 1 X314" CD 112"-T 2 FD-1 WC-1 112 ,} 9 MORPHE I X314 CD WASHINGTON 3/411-1.- 3/4" 14"314" 2"SW 0 SQUARE WC-1 SPACE #B07 9585 SW WASHINGTON SQUARE RD. / MB-1 TIGARD, OR 97223 / 4"SW MB-1 3"SW i 7Ij 2" WCO / A/E PROJECT NO.: M0036 WF-1 DRAWN BY: PAS CHECKED BY: KRU ISSUES AND REVISIONS: (\ PLUMBING DOMESTIC WATER RISER DIAGRAMP100� PPLUMBING WASTE AND VENT RISER DIAGRAM 100%CHECKSET 10.22.2018 LL/PERMIT/BID 11.02.2018 ._31.0_0} 10/P � I N.T.S. N.T.S. GENERAL NOTES PLUMBING PLAN KEYNOTES 1. ELECTRICAL ROOMS,TECHNOLOGY/DATA CLOSETS, EXIT STAIRWELLS,AND ELEVATOR EQUIPMENT ROOMS SHALL UNDER NO CIRCUMSTANCES HAVE PIPING OR DUCTWORK, OR 0. REMOVE AND DISCARD EXISTING WATER CLOSET. CAP SANITARY WASTE IN WALL. REMOVE COLD WATER, AND VENT PIPE BACK TO MAIN AND CAP. EQUIPMENT INSTALLED IN OR ROUTED THROUGH THESE ROOMS OR AREAS EXCEPT FOR BRANCH PIPING OR DUCTWORK SPECIFICALLY SERVING THE ROOM OR AREA. DEDICATED SPACE Oz REMOVE AND DISCARD EXISTING LAVATORY. CAP SANITARY WASTE IN WALL. REMOVE HOT WATER, COLD WATER, AND VENT PIPE BACK TO MAIN AND CAP. SHALL EXTEND VERTICALLY FROM FLOOR TO STRUCTURAL CEILING. O PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL DRAWING TUBE HOLDER FOR STORAGE OF ALL CONTRACTORS "AS-BUILT" DRAWINGS. REFER TO 5/P200 FOR ADDITIONAL 2. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL EXTENT OF THE WORK.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND PROPER INFORMATION. LOCATE/INSTALL NEAR ELECTRICAL PANELS AND TELECOMMUNICATIONS TERMINAL BOARD. INSTALLATION OF ALL PLUMBING SYSTEMS.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY OFFSETS AND FITTINGS WHICH MAY BE REQUIRED DUE TO SPACE CONSTRAINTS OR OTHER CONDITIONS. NOTIFY ENGINEER IMMEDIATELY SHOULD ANY CONFLICTS ARISE BETWEEN THE INFORMATION PRESENTED AND THE FIELD CONDITIONS. O DO NOT ROUTE ANY PIPING OVER ELECTICAL SWITCH GEAR. FIELD VERIFY PRIOR TO INSTALLATION. 3. CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH THE REQUIREMENTS OF ALL NOTES SHOWN ON CONTRACT DOCUMENTS PRIOR TO BID. REFER TO DRAWINGS, O FURNISH AND INSTALL 1/2" WATER PIPE FROM TRAP PRIMER DOWN IN WALL UNDER FLOOR TO FLOOR DRAIN.TRAP PRIMER TO BE LOCATED IN AN ACCESSIBLE LOCATION.SEE DETAIL SPECIFICATIONS,AND DRAWINGS OF OTHER DISCIPLINES FOR ANY ADDITIONAL REQUIREMENTS. 6/P200. O ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO ISOLATE EACH FIXTURE. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 4. CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING PROCESS AND FIELD VERIFY EXISTING CONDITIONS. CONTRACTOR SHALL TAKE ALL INTERFERENCES INTO CONSIDERATION. .0 LOCATE NEW TANK-TYPE WATER HEATER AND DRAIN PAN ON DECK ABOVE MOP SINK. COORDINATE WITH ELECTRICAL CONTRACTOR. SEE DETAIL 3/P200. 5. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL CODES AND ORDINANCES. O FURNISH AND INSTALL WATER HAMMER ARRESTER IN THE DOMESTIC COLD WATER PIPING. WATER HAMMER ARRESTER TO BE LOCATED IN AN ACCESSIBLE LOCATION. 6. DO NOT ROUTE ANY WATER CONVEYING PIPE OVER ELECTRICAL EQUIPMENT. O9 ROUTE 3/4" DRIP PAN DRAIN AND 3/4" WH-1 PRESSURE RELIEF VALVE PIPING TO MOP SINK WITH AIR GAP AT DISCHARGE.AIR GAP SHALL BE TWO TIMES THE DIAMETER OF THE FIXTURE 7. ROUTE ALL OVERHEAD PIPING TIGHT TO THE BUILDING STRUCTURE. DRAIN, NO LESS THAN 1". SLOPE CONDENSATE DRAINS AT 1/8" PER FOOT TOWARDS TERMINATION. 10 CONNECT NEW 4" SANITARY SEWER PIPING WITH CLEANOUT INTO EXISTING 4" SANITARY SEWER STUB-IN. FIELD VERIFY EXACT SIZE, LOCATION AND INVERT ELEVATION PRIOR TO BIDDING. 8. PROVIDE SHUTOFF VALVES AT EVERY FIXTURE ON BOTH HOT AND COLD WATER SUPPLY LINES. VALVES, FITTINGS, ESCUTCHEONS, ETC SHALL BE CHROME PLATED. SEE DETAIL 1/P200. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. SHEET TITLE: 9. MAINTAIN ALL MANUFACTURER'S RECOMMENDED SERVICE CLEARANCES FOR ALL EQUIPMENT. 11 CONNECT NEW 2" VENT PIPING INTO EXISTING 2" VENT STUB-IN. FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO BIDDING. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. PLUMBING PLANS 10. SEE SHEET MP000 FOR SPECIFICATIONS. 0 CONNECT NEW 3/4" COLD WATER LINE WITH SHUTOFF VALVE INTO EXISTING 3/4" COLD WATER STUB-IN BEFORE EXISTING WATER METER. FIELD VERIFY EXACT SIZE AND LOCATION PRIOR 11. SEE SHEET MP001 FOR RESPONSIBILITY SCHEDULE. TO BID. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 13 SEE DETAIL 4/P200 . 14 SEE DETAIL 2/P200 . — ir _ - RELIEF VALVE '1 }= --I:-. OTHER TENANT,LANDLORD SPACE SHUT-OFF ' '— REMOVE AND/OR ABANDON SANITARY—. VALVE TYP. _ ; SEWER PIPING SERVING DEMOLISHED TENANT SPACE- OR BUILDING EXTERIOR FIELD INSTALLATION NOTES -_ _ _ �- _ SCOPE OF WORK. VERIFY CONDITIONS ONSITE. \ _ __ � � TOILET ROOM(S)CAP AND VENT WASTE i. PLUMBING CONTRACTOR SHALL DETERMINE EXACTLY WHERE THE EXISTING SANITARY SEWER EXITS A /" 'A ii_OiltiP1 PIPING BELOW FLOOR IN ACCORDANCE THE TENANT SPACE AT THE LEASE LINE. FIELD VERIFY EXACT LOCATION,SIZE AND INVERT ELEVATION. \ - 4 WITH ALL LOCAL CODES. HANGER ROD 0 �--�-+--EXPANSION TANK SUPPORT - - - EXTEND NEW 4"SANITARY SEWER — 2. ALL EXISTING SANITARY SEWER PIPING SERVING THE REMOVED TOILET ROOM(5)SHALL BE CAPPED '� FROM STRUCTURE. - __ _ — _-___- SERVICE FROM THE EXISTING TENANT BELOW THE FLOOR BY THE PLUMBING CONTRACTOR. .B(i - NUTS WITH NYLON LOCKING BOTTOM OF WATER HEATER - __ INSERTS v - SPACE LEASE LINE TO NEW TOILET SHELF SUPPORT IS 102" - _= = - = _ ROOM(S). 3. PLUMBING CONTRACTOR MUST EXTEND A NEW 4"SANITARY SEWER SERVICE FROM EXISTING \ ABOVE FINISHED FLOOR.SEE UNION TYP. __ - __ _ _ R==ice SANITARY SEWER SERVICE AT TENANT SPACE LEASE LINE TO NEW TOILET ROOM(S). REUSE OF EXISTING ARCHITECTURAL DRAWING - =__ _ - ELECTRICAL SPECIFICATIONS _ it " = ----L - ---,- 4 1-1/2"UNDER SPECIAL CONDITIONS. SECTION 16010-GENERAL PROVISIONS 5.THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING REQUIRED ACCESS PANELS NECESSARY FOR HIS WORK,COORDINATE WITH ARCHITECT PRIOR TO INSTALLATION. a s �,. 4.FIXTURE OUTLETS IN CEILINGS(MINIMUM)SHALL BE 4"OCTAGONAL X 1-1/2"DEEP(4-11/16"OCTAGONAL X 2-1/2"DEEP WHERE REQUIRED TO ACCOMMODATE LARGER CONDUIT OR LARGER A.GENERAL y NUMBER OF WIRES). r _- � A.GENERAL D.MATERIALS AND WORKMANSHIP •'--- J �, 1.REQUIREMENTS SPECIFIED IN DIVISION 1,INSTRUCTIONS TO BIDDERS,SUPPLEMENTAL GENERAL CONDITIONS,SPECIAL CONDITIONS,ADDENDA,ALTERNATES,CONTRACT AND PROPOSAL, 1.WORK SHALL BE INSTALLED IN A PRACTICAL AND WORKMANLIKE MANNER,BY WORKERS SKILLED IN THE SEVERAL TRADES NECESSARY. 5.GANGED BOXES SHALL BE ONE PIECE(MINIMUM),2-1/8"DEEP. ^= _ =_=_=- _ 6.PROVIDE CAST IRON,CONCRETE-TITE FLOOR BOXES WITH ADJUSTABLE COVERSSET FLUSH ANDWITH THE FINISHED FLOOR,WITHINDICATEDTHEDRAWINGS. - - -- �_ � _ ALONG WITH DIVISION 16 AND ALL ITS SECTIONS,COMPRISE THE CONTRACT DOCUMENTS FOR THE ELECTRICAL CONTRACT,ALONG WITH THESE SPECIFICATIONS AS THOUGH THEY WEREU LUS LEVEL N SHED OUTLETS AS ON `� ONE,AND ANYTHING IMPLIED BY THE SPECIFICATIONS SHALL BE INTERPRETED AS ALSO IMPLIED BY THE DRAWINGS AND VICE VERSA. PROVIDE NECESSARY ITEMS FOR A COMPLETE PROVIDE HUBBELL#B-2400,4200,OR 4300 SERIES BOXES WITH LEVELING SCREWS.FLUSH TYPE COVERS AND OPENINGS TO SERVE OUTLETS USED. FURNISH FLUSH CAPS FOR CLOSING OFF 14I INSTALLATION OF ALL ELECTRICALLY OPERATED EQUIPMENT LISTED IN THE SPECIFICATIONS OR SHOWN ON THE CONTRACT DRAWINGS. 2.MATERIALS SHALL BE NEW AND FREE FROM DEFECTS AND SHALL BE THE BEST OFTHEIR SEVERAL KINDS UNLESS SPECIFIED OR INDICATED ON THE DRAWINGS TO THE CONTRARY. BOX WHEN NOT IN USE. t _ 3 7.FLUSH MOUNT BOXES IN ALL FINISHED WALLS,INSTALL THE PLASTER RINGS IN DRYWALLED PLASTERED WALLS AND RAISED COVERS AS REQUIRED IN WALLS WITH OTHER FINISHES SO THAT =_--__ _ = NI 0 It P 11 I ELECTRICAL SYMBOLS RESPONSIBILITY SCHEDULE E = EXISTING, T = TENANT, GC = CONTRACTOR, LL = LANDLORD E FURNISH INSTALL NA REMARKS MORPHE ELECTRICAL T GC LL T GC, LL 22 FOURTH STREET,4TH FLOOR MAIN OVER CURRENT DEVICE IN SAN FRANCISCO, CALIFORNIA 94103 LANDLORD'S ELECTRICAL ROOM _ • • THESE SYMBOLS COMPRISE A STANDARD UST; ALL SYMBOLS MAY NOT APPEAR ON THIS PROJECT. METER SOCKET IN LANDLORD'S • • ELECTRICAL ROOM _ Rebecca Olson SYMBOL DESCRIPTION MTG HT SYMBOL DESCRIPTION MTG HT METER IN LANDLORD'S ELECTRICAL • • ROOM ARCHITEC T 3I 1LIGHT FIXTURE INDICATING FIXTURE TYPE, SERVICE ENTRANCE CONDUIT(S)TO — la CIRCUIT NUMBER AND SWITCHING PUSHBUTTON LEASED SPACE I • I • SERVICE ENTRANCE FEEDERS)TO • • Rebecca Olson Architect, LLC FLUORESCENT FIXTURE RECESSED MOUNTED CEILING .6944 TOGGLE SWITCH — MOTOR RATED LEASED SPACE 2145 Ford Parkway, Suite 301 PULL BOX • • -- Saint Paul, Minnesota 55116 O FLUORESCENT FIXTURE SURFACE MOUNTED CEILING 4 4 THERMOSTAT/TEMP SENSOR ROUGH-IN 60" SERVICE ENTRANCE CONDUIT(S) _. 651.88$,6885 7 FROM PULL BOX TO ELEC. PANELS • • I 1 STRIP TYPE FIXTURE CEIUNG ��/ SERVICE ENTRANCE FEEDER(S) FROM CONSULTANTS: O ROUND DOWN LIGHT TYPE FIXTURE CEILING /�J MOTOR PULL BOX TO ELEC. PANELS. _ — 0-+ WALL MOUNT SCONCE XX SERVICE DISCONNECT WITHIN LEASED • �r� MOTOR WITH ELECTRICAL CONNECTION SPACE _ Gausmadi ❑ PENDANT TYPE FIXTURE 277/480V PANEL(S) • -- ® EXIT LIGHT FACE/DIRECT ARROWS AS INDICATED STEP DN. LINE TRANSFORMER & • -- &Moore 11P DISCONNECT MOUNTING ACCESSORIES _ V EXIT LIGHT FACE W/ EMERGENCY HEADS 120/208V PANEL(S) • • Mechanical and D', FAN FORCED HEATER Electrical Engineers FIXTURE ON EMERGENCY CIRCUIT/NIGHT LIGHTING LIGHTING CONTACTORS/CONTROL • • WATTSTOPPER 700 Rosedale Towers 1700 West Highway 36 BASEBOARD HEATER Saint Paul, Minnesota 55113 Duo EMERGENCY LIGHTING UNIT CURRENT LIMITER PANEL • (651)639-9606 FAX 639-9618 C 4111-71166 EMERGENCY BATTERY UNIT IN STOCKROOM (SEE DWG. FOR V TELEPHONE ROUGH-IN 18" TIMECLOCK(SIGNAGE) • • Project No. 85365 WATTAGE & BATTERY PACK NUMBER) 'BEGHEW' MODEL: NV-12-_W-2SR-LED MR16-AT (LAMP AT 7W EACH) 0SPEAKER - CEILING MOUNTED EMPLOYEE TIMECLOCK • • EC TO PROVIDE POWER SINGLE POLE SWITCH - LETTER INDICATES SWITCHING 46" MTIMECLOCK CABLE , CONNLOYDUITTE& PULLWIRE • • DATA CABLING BY TENANT'S IT VENDOR C 34 TELEPHONE BACKBOARD - FLOOR TO 8' DATA CABINET BACKBOARD (FRT) • • FIRE RETARDANT TREATED DOUBLE POLE, 3-WAY AND 4-WAY 46" V DATA ROUGH-IN 18" MUSIC SYSTEM/SPEAKERS/DATA • • GC TO COORDINATE INSTALL WITH VENDOR. © DIMMER WITH TYPE AS INDICATED CABINET AND WIRING MUSIC SYSTEM CONDUITS AND PULL • • v# 7# PHONE & DATA ># DENOTES QUANTITY OF JACKS STRING — ® RELAY 4 VOLUME CONTROL HVAC DISCONNECT SWITCH(S) 1 • • -- © CONTACTOR MANUAL MOTOR STARTER(S) • -- 4 FIRE ALARM STROBE 90" METER SOCKET IN LEASE SPACE • -- Tc TIME CLOCK - —-- FIRE ALARM HORN/STROBE 90. METER IN LEASE SPACE • -- SEAL/SIGNATURE PS PHOTOSENSOR LIGHT FIXTURES • 1 1 • SEE LIGHT FIXTURE SCHEDULE ON SHEET E200 DUPLEX In FIRE ALARM CEILING STROBE CEILING ��EO P Offf�j LIGHT FIXTURE LAMPS • • SEE LIGHT FIXTURE SCHEDULE ON SHEET E200 S �G I NA' Q� WP WP INDICATES WEATHERPROOF IN-USE COVER 1 g" S FIRE ALARM CEILING HORN/STROBE �, w 53olaE� 9 55 5S INDICATES STAINLESS STEEL FACEPLATE F / OBE CEILING TOILET EXHAUST FAN(S) • • INSTALLED BY M.C. AND WIRED BY E.C. CP CP INDICATES CHILDPROOF RECEPTACLE IG IG INDICATES ISOLATED GROUND RECEPTACLES • •• m GF GFl INDICATES GROUND FAULT FIRE/SMOKE DAMPER co, e OREGON�,a USBI USB INDICATES RECEPTACLE WITH USB PORTS POWER WIRING TO HVAC • • O `'ber 1A" �V KD DEAD FRONT GFCI RECEPTACLE REMOTE TEST SWITCH EQUIPMENT q1,.,eTBL 9 FOURPLEX 18" POWER WIRING TO "CASHWRAP" • • -- EftK KEYED OPERATED SWITCH 46' Expires 12-31-19 SIMPLEX 18" SECURITY EQUIPMENT • • - __ �}, a DATA ROUGH-IN 18" SECURITY EQUIPMENT CABLE, • • DATA CABLING BY TENANT'S IT VENDOR � f 41' CEILING MOUNT CONDUIT AND PULL WIRE CEI BUZZER FOR BUZZER SYSTEM FLOOR BOXES AND COVERS • • -- LOWER SWITCHED 18" ALJ DELIVERY BUZZER SYSTEM • • -- ❑T TRANSFORMER - BUZZER SYSTEM TELEPHONE CABLE CONDUIT AND R SWITCHED 18" PULLWIRE • • DATA CABLE CONDUITS WITH 9 HORIZONTAL 18" PULLWIRE TELEPHONE CABLING AND JACKS • I • INSTALLED BY TENANT RANGE fi" DUCT MOUNTED SMOKE DETECTORS • • INSTALLED BY M.C.AND WIRED BY E.C. t SPECIAL 18" FIRE ALARM SYSTEM F • • -- 6.Y. CEILING WITH FLEX CEILING RTU SERVICE RECEPTACLE • -- STORE #: AS-BUILT DRAWINGS • -- 040 O JUNCTION BOX - CEIUNG CEILING NEW CIRCUIT BREAKERS FOR EXISTING ELECTRICAL PANELS — • JUNCTION BOX - WALL DUCT DETECTOR KEY REMOTE TEST • • SEE SHEET E100 PROJECT: SWITCH W/VISUAL/AUDIBLE INDICT. CD FLOOR FLOOR __ PHONE CONDUIT FROM LANDLORD MORPHE DIST. ROOM TO LEASED SPACE • PHONE CABLES FROM LANDLORD • GROUND DIST. ROOM TO LEASED SPACE WASHINGTON TRAFFIC COUNTER • • 0 METER - — SQUARE HDMI PORT • • LOCATED AT BACK WRAP.SEE E100. n PANEL SURFACE (BRANCH) MULTI PORT USB CHARGER • • PROVIDED/INSTALLED BY TENANT'S IT VENDOR SPACE #B07 9585 SW WASHINGTON SQUARE RD. WIRELESS ROUTER • • TIGARD, OR 97223 PANEL FLUSH (BRANCH) T TRANSFORMER l ALE PROJECT NO.: M0036 DRAWN BY: ALH CHECKED BY: MIT ISSUES AND REVISIONS: NOTES: 1. THESE SYMBOLS COMPRISE A STANDARD UST; ALL SYMBOLS - 100% CHECKSET 10.22.2018 MAY NOT APPEAR ON THIS PROJECT. 2. MOUNTING HEIGHTS SHOWN ARE STANDARD AND SHALL BE USED LL/PERMIT/BID 11.02.2018 UNLESS INDICATED OTHERWISE. MOUNTING HEIGHTS ARE TO CENTERLINE OF DEVICE, UNLESS INDICATED OTHERWISE. SHEET TITLE: ELECTRICAL RESPONSIBILITY SCHEDULE & SYMBOLS E001 1 I I A-2 I .. ...,. .,.....x y�.x•ire..,_. .. .. ... ... ... ..- .... . .............. .. . .. .. .. .. . �. ...... taw ... ....... __._.<....,,. .x> ._.._ ,. ii I USB I .,........ f �_ A 27 84" 91 A-12 1 _- 18" J' I " J A 12 91" 84" ( JzII 18 A-12 _ " A-14 r A-36 �. 13r O 27 O. ®® 27 27 1 A-8 Ni011. 1131114 20 F FPVAV @ 1 17" I 3 .€ I HALLWAY B-7,9,11 N, 1 1 14 14 1 0 0 7 I EH ❑T ' A-29 ❑F 4 0 0 i F 3 __ ) ) ///1-.1.yF /."/fl///�9/rte///!!////.Y//!/�, /f/�If//�U// ,z/zz 11 / 1&�. 1 :� '; I%/. f//J4 _, 7.. Y.r'.0I//f,'" -11-1 ,. AV 21 it v - A05 A6 A 32 �1 O 1A 10 — 1- .11— — . — — ___ � , . MORPHE II B 12 i . �� 22 FOURTH STREET,4TH FLOOR I O h I ) ! A-2 20 A-2 O A-2 i SAN FRANCISCO,CALIFORNIA 94103 mm� _ __-- ilk ,,it ' A-2 �___ - A-2 r -1 ®m Rebecca Olson ! MGR OFFICE =^--^-#= _ ' ARCHITECT i oz A-22 III 1 B-13,15 d29 r: A-24„00A`2 Rebecca Olson Architect, LLC B-17,19 Q A-26 2145 Ford Parkway, Suite 301 IrK 32 B-21,23 Saint Paul, Minnesota 55116 33 651.888.6885 STOCKROOM 54" 0 ] A2400 LTJ 18 17 A-4-N.,..4_ MOO CONSULTANTS: 18"• 18" 14 Q A-26%, A-34� A�-34 Li v�482 #110 A-20 0�� A-4 A-4 A�4 0 4)A-20 uu v • A-30 Gausman MI A-24 000 . iO 'A-26 I 12g" SALES AREAacmoore @ A-22 i 1 PP Mechanical and 4 29" i A-24 �I A-26 000 Electrical Engineers A-6 700 Rosedale Towers I TYP A-6 1700 West Highway 36 O ---___ +1' Saint Paul, Minnesota 55113 A-6 A-6 A-6 (651)639-9606 FAX 639-9618 ® - --r `--------------_____ Project No. 86365 11► ER A--300c '� mm 6 34 I r p ��-�� O A6 'I 0�0 PNL B PNL AO® A-119 00 I 1 1ft7_36.7. LFl 4 A-30 STUDIO 2 22 i s, Q B-2,4,6 i 044, 13 A-25 u 20 F Av 0' O i A-10 0 O 4 24 VC) •0 A-29@ 3-8,10,12 + i i TOILET ROOM ` 1 �j SB ®® i A1-�8 GFCI A-31 ,' , 18" 27 27 27 27 ` ._.. 18" A-28 ■0 MICRO REFRIG 0 0 1 g -T1-270 A-18 A-21 A-17 A-23 O 5 A-16 A-18 A-16 ,� " A-16 A-18 " " � r A-36 9 9 LFl Z A-30 84" 91"� 913 v� 91 84 1 . : . i(.....,,,,, SEAL/SIGNATURE A-6 ‘,EO PROT/ 01 N A+ 4' w 61530PE' � NOTE: VERIFY ALL CONDITIONS15, OREGON0�i NOTE: SEE SHEET E000 FOR SPECIFICATIONS. fiber AR' MOUNTING HEIGHTS O ASEE ARCHITECTURAL VLL DEVICES.INGS FOREXACT SEE SHEET E001 FOR ELECTRICAL SYMBOLS & IN FIELD PRIOR TO BID. 'VF T 13 -'34‘ RESPONSIBILITY SCHEDULE. 1 POWER PLAN 1 Expires ,2-31-'9 1 E100 1/4".11-0" ..a",---c��, - GENERAL NOTES POWER PLAN KEYNOTES Ol PROVIDE BOX FOR HDMI ONLY.THE HDMI PLATE AND CABLING TO BE FURNISHED AND INSTALLED BY TENANT VENDOR (PLAY NETWORK). 1. CIRCUITING INDICATED ON PLAN IS PARTIALLY DIAGRAMMATIC FOR CLARITY. CIRCUITING SHALL BE "THRU-WIRING" WHERE AND WHENEVER POSSIBLE. 0 VERIFY REQUIREMENT AND MOUNTING HEIGHTS FOR VIDEO WALL WITH TENANT'S VENDOR PRIOR TO BID. REFER TO TENANT VENDOR DRAWINGS FOR MORE INFORMATION. 2. FIELD VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR PRIOR TO ORDERING RELATED ELECTRICAL EQUIPMENT. ' O PROVIDE BLACK RECESSED DUPLEX RECEPTACLES AT SHOW WINDOW PER NEC 210.52. REFER TO ARCHITECTURAL SHEET A300 FOR LOCATION. 3. RECEPTACLE CIRCUITS UP TO 100-0 IN LENGTH SHALL UTILIZE#12 CONDUCTORS MINIMUM. RECEPTACLE CIRCUITS FROM 101'-0"TO 150'-0" IN LENGTH SHALL UTILIZE#10 CONDUCTORS MINIMUM. RECEPTACLE O LIGHTING CONTROL PANEL WITH INTERNAL TIME CLOCK PROVIDED BY TENANT'S VENDOR. REFER TO DETAIL 3/E200. CIRCUITS 151'-0" UP TO 250'-0" IN LENGTH SHALL UTILIZE#8 CONDUCTORS MINIMUM. RECEPTACLE CIRCUITS ABOVE 251'-0" IN LENGTH SHALL UTILIZE#6 CONDUCTORS MINIMUM. O PROVIDE DUAL DUPLEX/USB RECEPTACLE WITH (2) USB PORTS. STORE #: 4. PLACEMENT OF RECEPTACLES IN THE "SALES"AREA SHALL BE INTENTIONAL(I.E. -CENTERED ON COLUMNS, O ELECTRICAL SERVICE EQUIPMENT LOCATION. REFER TO RISER DIAGRAM AND PANELBOARD SCHEDULES FOR MORE INFORMATION. 040 WALL FEATURES OR TIGHT TO CORNERS). IF THE RECEPTACLE IS NOT SHOWN IN A DESIRABLE LOCATION, FIELE TOP OF CASHWRAP MILLWORK VERIFY EXACT PLACEMENT OF RECEPTACLE WITH TENANT'S PROJECT MANAGER PRIOR TO ROUGH-IN. O PROVIDE QUAD BOX WITH (2)TWO DUPLEX RECEPTACLES, (1) ONE FOR NORMAL POWER AND (1) ONE FOR "CLEAN" POWER (ISOLATED GROUND).THE CIRCUITS USED TO 5. WHERE GYP. BOARD CEILINGS ARE USED,THE ELECTRICAL CONTRACTOR SHALL ARRANGE CIRCUITS TO AVOID POWER THE ELECTRONIC CASH REGISTERS SHALL NOT BE USED FOR ANY OTHER PURPOSES.THE CIRCUITS SHALL NOT SHARE THE NEUTRAL OR GROUND WITH OTHER THE USE OF JUNCTION BOXES IN INACCESSIBLE LOCATIONS.THE USE OF JUNCTION BOXES ABOVE GYP.BOARD EQUIPMENT. SEPARATE POWER, NEUTRAL AND INSULATED GROUND WIRES. MINIMUM SIZE IS#12 AWG SHALL BE RUN TO THE CIRCUIT BREAKER IN THE PANEL BOARD PROJECT: N` 1 CEILINGS SHALL BE LIMITED TO LOCATIONS NEAR ACCESS FRAMES USED FOR DIFFUSERS AND RETURN AIR WHERE THE GROUND WIRE SHALL BE TIED TO THE GROUND TERMINAL ISOLATED FROM NEUTRAL. DO NOT USE THE CONDUIT FOR GROUNDING. ELECTRONIC CASH REGISTER IVI O R P H E IGRILLES OR ACCESS PANELS AS LOCATED ON PLANS. FIELD COORDINATE WITH TENANT'S PROJECT MANAGER OUTLETS SHALL BE LEVITON NO IG-5362 OR APPROVED EQUAL. SEE 2/E100 FOR MORE INFORMATION. = PRIOR TO ROUGH-INTO AVOID ANY CONFLICTS.JUNCTION BOXES ABOVE LAY-IN CEILINGS ARE ACCEPTABLE. O PROVIDE FLUSH MOUNTED VOICE/DATA OUTLET AT CASH WRAP. PROVIDE (2) 3/4" CONDUITS AND PULL WIRE BACK TO PHONE BOARD AS SCHEDULED. 3/4" MINIMUM WASHINGTON POWER & DATA TO BE CONDUIT WITH BRUSH CONDUIT ENDS. COORDINATE ALL TELEPHONE CABLING REQUIREMENT WITH AHJ AND LANDLORD. INSTALLED ON SIDE OF TRASH 6. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO INQUIRE WITH THE LANDLORD'S REPRESENTATIVE ON ANY FIRE DRAWER. EC TO COORDINATE ALARM SYSTEM IN USE AT THE LOCATION AT THE TIME OF THE BID. IF THE FIRE ALARM SYSTEM IS NOT SQUARE �� O COORDINATE FLOOR PENETRATIONS WITH CASEWORK SUPPLIER AND LANDLORD. COORDINATE EXACT LOCATION IN FIELD. PROVIDE FIRE SEALING FOR ALL FLOOR N WITH TENANT'S VENDOR FOR ADEQUATELY DESCRIBED ON THE DRAWINGS,THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO INFORM THE PENETRATIONS. PROVIDE FLOOR BOX WITH TILE FLANGE AND BRASS FINISH. REFER TO DETAIL 3 ON SHEET E300. REFER TO ARCHITECTURAL SHEET A230 FOR EXACT FIXTURE CASHWRAP WIRING. _ N. GENERAL CONTRACTOR AND INCLUDE THE COSTS AS A SEPARATE LINE ITEM IN THE BID, NO ADDITIONAL LOCATIONS. COORDINATE WITH MILLWORK SHOP DRAWINGS. SPACE #B07 b MONIES SHALL BE AWARDED FOR TIE-IN REQUIREMENTS TO A LANDLORD'S FIRE ALARM SYSTEM THAT IS IN 9585 SW WASHINGTON SQUARE RD. ;� EXISTENCE AT THE TIME OF THE BID,WITHOUT A SEPARATE LINE ITEM FOR THE FIRE ALARM SYSTEM AT THE 10 PROVIDE DATA OUTLET IN CEILING FOR WIRELESS ROUTER BY IT VENDOR.VERIFY FINAL LOCATION PRIOR TO BID. TIGARD, OR 97223 TRASH DRAWER .-- - -'- '''''''': I' I TIME OF THE BID. • I / ._ 11 PROVIDE CAT 6 FOR AURORA SENSOR LOCATION. VERIFY MOUNTING REQUIREMENTS AND LOCATIONS WITH VENDOR PRIOR TO BID. PROVIDE 10'-0" SERVICE LOOP AT END OF 7. INSTALL ENGRAVED NAMEPLATE ON SERVICE DISCONNECT SWITCH IN LANDLORD'S SWITCHGEAR WITH CABLE. ELECTRICAL CUT-OUT LOCATION DEMISED PREMISES' SPACE NUMBER. 12 EMPLOYEE TIME CLOCK ON WALL. SEE SHEETS E300& E400 FOR ADDITIONAL INFORMATION. MOUNT WITH OPERATING CONTROLS AT 48"AFF. PROVIDED BY FIXTURE VENDOR. 8. NO HANGERS, SUPPORTS,JUNCTION BOXES, ETC. SHALL BE ATTACHED TO ROOF DECK. 7" , 13 2' WIDTH x 4' HEIGHT x 3/4"THICK TELEPHONE TERMINAL BOARD WITH DEDICATED FOURPLEX RECEPTACLE AND CIRCUIT WITH ISOLATED GROUND.VERIFY SYSTEM 9. COORDINATE ROOF PENETRATIONS WITH THE LANDLORD.WRITTEN PERMISSION FROM THE LANDLORD GROUNDING AND OTHER REQUIREMENTS WITH LOCAL TELEPHONE COMPANY. EXTEND 1" TELEPHONE CONDUIT WITH PULL-WIRE FROM SERVICE ENTRANCE AT DEMISING SHALL BE RECEIVED PRIOR TO ANY WORK BEING PERFORMED. ROOF PENETRATIONS TO BE BY LANDLORD'S WALL TO TELEPHONE TERMINAL BOARD AS SCHEDULED.VERIFY EXACT LOCATION IN FIELD. M0036 CONTRACTOR AT TENANT'S ELECTRICAL CONTRACTOR'S EXPENSE. A/E PROJECT NO.: ELEVATION EMPLOYEE SIDE OF CASHWRAP 14 SERVICE DOOR BUZZER SYSTEM. PROVIDE 1 BUZZER LOCATED WITHIN TRASH DRAWER INSIDE CASHWRAP MILLWORK AND ONE (1) BUZZER LOCATED IN OFFICE. MODEL TO BE NUTONE LA1000WH. PROVIDE (1) DRAWN BY: ALH 10. ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL CLEAR CHILD-PROOF COVER-PLATES ON RECEPTACLES ONE NUTON C907 TRANSFORMER. PROVIDE PUSHBUTTON. PROVIDE COMPONENTS NECESSARY FOR A COMPLETE AND OPERABLE BUZZER SYSTEM. CHECKED BY: MTT 11. ELECTRICAL CONTRACTOR IS TO CUT FLOOR (CORE DRILL ON ELEVATED FLOORS)AS REQUIRED TO INSTALL CASHWRAP ELECTRICAL MOUNTING DETAIL CONDUITS TO CASHWRAP UNITS AND PATCH FLOOR TO MATCH EXISTING. COORDINATE WORK WITH LANDLORD PRIOR TO START OF WORK. 15 JUNCTION BOX MOUNTED IN MILLWORK FOR0 SIGNAGE. ISSUES AND REVISIONS: 16 TWO (2) 2" CONDUIT FEEDS REQUIRED TO RUN CABLE TO SALES AREA. EXTEND CONDUIT FROM DATA CABINET TO SALE FLOOR LOCATION. COORDINATE WITH TENANT'S PM. 100% CHECKSET 10.22.2018 E100 NO SCALE 12. TELEVISION SETS,VIDEO RECORDERS,SPEAKERS,AND COAXIAL CABLES WILL BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL NECESSARY CONDUITS, 17 NEW FIRE ALARM DEVICES TO BE FURNISHED AND INSTALLED BY LANDLORD'S REQUIRED FIRE ALARM CONTRACTOR AT THIS CONTRACTOR'S EXPENSE.COORDINATE ALL LL/PERMIT/BID 11.02.2018 PULL WIRES,JUNCTION BOXES, ETC.AS REQUIRED. REQUIREMENTS WITH G.C. G.C.TO COORDINATE ALL REQUIREMENTS WITH AHJ AND LANDLORD AND INCLUDE IN BID. LOWVOLTAGE INSTALLATION NOTES 13. ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALLA POLY PULL STRING IN EMPTY CONDUITS FOR FUTURE 0ELECTRICAL CONTRACTOR TO PROVIDE A COMPLETE, COMPLIANT FIRE ALARM SYSTEM FOR THE SPACE THAT CONNECTS TO THE LANDLORD'S BUILDING SAFETY SYSTEM. USE. SECURE PULL STRING AT BOTH ENDS OF CONDUIT. INSTALL FIRE ALARM PANEL,SMOKE DETECTOR, SPEAKER/STROBES, PULL STATIONS, ETC.AS REQUIRED BY CODE, FOR MARSHALL OR AHJ. FIRE ALARM WIRING SHALL BE GC TO COORDINATE ALL LOW VOLTAGE REQUIREMENTS WITH APPROPRIATE TENANT VENDOR. REFER TO VENDOR LIST ON ARCHITECTURAL SHEET G100. 14. ELECTRICAL CONTRACTOR IS NOT TO SHARE THE NEUTRAL CONDUCTOR OF A CIRCUIT CONTAINING A "GFCI" INSTALLEDIN CONDUIT OP SHALL BE PLENUM RATED CABLE.COORDINATE REQUIREMENTS WITH LANDLORD, FIRE MARSHALL,AND ANY OTHER AUTHORITY HAVING DEVICE WITH ANY OTHER CIRCUIT. JURISDDICTION. O. ELECTRICAL CONTRACTOR TO PROVIDE CEILING MOUNTED JUNCTION BOX FOR SIGNAGE. COORDINATE FINAL SIGN PLACEMENT AND ACCESS PANEL LOCATION WITH SIGN TENANT VENDOR CONTRACTOR VENDOR. TENANT SECURITY VENDOR (ADT/PROTECTION 1)TO FURNISH ALL SECURITY EC TO FURNISH AND INSTALL DUPLEX RECEPTACLE AND DATA PORT IN MANAGER'S OFFICE BACK OF HOUSE CAMERAS AND SYSTEM DEVICES.VENDOR TO FURNISH AND INSTALL CAT6 DEDICATED TO THE BACK OF HOUSE SECURITY EQUIPMENT. EC TO CONFIRM PHONE BOARD IS 20 DUCT MOUNTED SMOKE DETECTOR IN AIR DUCT TO SHUT DOWN FAN. INSTALLED BY MECHANICAL CONTRACTOR;WIRED BY ELECTRICAL CONTRACTOR. VERIFY IN FIELD FINAL SECURITY CAMERAS CABLING AND COMPLETE FINAL CONNECTION. INSTALLED AND INTERNET CONNECTION IS ESTABLISHED PRIOR TO CAMERA INSTALLATION. PLACEMENT PRIOR TO WIRING. TENANT RETAIL DATA VENDOR (RETAIL NEXT)TO FURNISH AURORA EC TO PROVIDE CAT6 CABLING FOR AURORA SENSOR(S) LOCATION. SENSOR SHALL BE CENTERED 21 NEW FPVAV-1. 208V/3 PHASE. ELECTRICAL CONTRACTOR TO MAKE CONNECTION TO FUSED DISCONNECT AT UNIT, AND DUCT SMOKE DETECTOR IN AIR DUCT. AURORA SENSORS SENSOR(S) EQUIPMENT. ON DOOR AND 3 TO 4 FEET FROM STOREFRONT ENTRY. EC TO PROVIDE 10'-0" SERVICE LOOP. EC 22 NEW FPVAV-2. 208V/3 PHASE. ELECTRICAL CONTRACTOR TO MAKE CONNECTION TO FUSED DISCONNECT AT UNIT, AND DUCT SMOKE DETECTOR IN AIR DUCT. TO FURNISH AND INSTALL DATA RACK AND SWITCH PRIOR TO INSTALLATION. CONFIRM INTERNET CONNECTION IS ESTABLISHED PRIOR TO SENSOR(S) INSTALLATION. EC TO INSTALL AND 23 NEW FPVAV-3. 208V/3 PHASE. ELECTRICAL CONTRACTOR TO MAKE CONNECTION TO FUSED DISCONNECT AT UNIT, AND DUCT SMOKE DETECTOR IN AIR DUCT. COMPLETE FINAL CONNECTION OF SENSOR(S) PER VENDOR'S INSTALLATION INSTRUCTIONS. REFER TO QUICK START TRAFFIC INSTALLATION GUIDE FOR MORE INFORMATION. EC TO 24 NEW FPVAV-4. 208V/3 PHASE. ELECTRICAL CONTRACTOR TO MAKE CONNECTION TO FUSED DISCONNECT AT UNIT,AND DUCT SMOKE DETECTOR IN AIR DUCT. CORIENTATION.ONTACT RETAIL NEXT DURING INSTALLATION TO ENSURE DEVICE IS ONLINE AND VERIFY 25 ELECTRICAL CONTRACTOR TO PROVIDE AND STUB TWO (2) 3/4" CONDUITS BELOW FLOOR, FOR (4) FOUR POS CIRCUITS.TERMINATE CONDUITS WITH NYLON BUSHING AND O PULL STRING. SPEAKERS TENANT MEDIA VENDOR (PLAY NETWORK)TO FURNISH ALL SPEAKER GC TO INSTALL AND MUD IN PLASTER RING IN DRYWALL CEILING. EC TO PROVIDE J-BOX AT EQUIPMENT, CABLING AND PLASTER RINGS. PLAY NETWORK TO INSTALL ALL SPEAKER LOCATION. 0 COORDINATE ROUTING OF POWER AND DATA CONDUITS UNDER FLOOR SLAB WITH LANDLORD REPRESENTATIVE PRIOR TO BID AND ROUGH IN. DEVICES AND CABLING. 27 COORDINATE MOUNTING HEIGHT,CONNECTION AND FINAL LOCATION WITH TENANT MILLWORK MANUFACTURER. REFER TO ARCHITECTURAL SHEET A230 FOR OUTLET INTERIOR SIGNAGE TENANT SIGN VENDOR (SIGN TECH) TO FURNISH AND INSTALL ALL INTERIOR EX TO PROVIDE J-BOX WITH 1/2" CONDUIT AND MULTIPLE PULL STRINGS FOR ALL INTERIOR LOCATIONS. COORDINATE FINAL CONNECTION OF LIGHTS WITH MILLWORK MANUFACTURER. SIGNAGE.SIGN INSTALLER TO MAKE FINAL CONNECTIONS. SIGNAGE. COORDINATE ACCESS PANEL LOCATIONS WITH SIGN VENDOR. 28 DATA CABINET MOUNTED ABOVE TELEPHONE BOARD,WITH BOTTOM OF CABINET AT 96" AFF. MOUNT TO GC SUPPLIED AND INSTALLED BACKBOARD. LOCATE 2 JUNCTION BOXES AND 1 DUPLEX OUTLET ABOVE DATA CABINET. 29 AT DIGITAL DISPLAY MONITOR, ELECTRICAL CONTRACTOR TO COORDINATE ALL ELECTRICAL AND LOW VOLTAGE REQUIREMENTS. COORDINATE INSTALL LOCATION WITH SHEET TITLE: PHONE/DATA TENANT VENDOR (GRANITE TELECOMMUNICATIONS)TO FURNISH AND CONTRACTOR TO FURNISH AND INSTALL PHONE BOARD (IF NOT EXISTING )AND ALL ELECTRICAL TENANT'S VENDOR PRIOR TO INSTALLATION. INSTALL DATA CABINET AND ALL CABLING FOR MANAGER'S OFFICE, BOG, DEVICES FOR PHONE/ DATA NOT PROVIDED BY TENANT VENDOR. CONTRACTOR TO PROVIDE 30 ALARM KEY PAD LOCATION. POWER & SYSTEMS CASHWRAP AND WIRELESS ACCESS POINTS. DATA CABLING FOR EMPLOYEE TIME CLOCK. CONTRACTOR TO PROVIDE DATA AT STORY WALL MILLWORK FIXTURES. 31 LIGHTING CONTROL PANEL LOCATED ON WALL. LAN 0 32 ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL DUCT SMOKE REMOTE TEST SWITCH WITH VISUAL/AUDIBLE INDICATION AT MANAGER'S DESK.TEST SWITCH TO BE AIR PRODUCTS AND CONTROLS INC. CATALOG NUMBER- MSR-100R/R OR EQUAL. COORDINATE REQUIREMENTS WITH LANDLORD. 33 LED PANEL BEHIND CASH WRAP. POWER WITH (3)THREE -208V, SINGLE PHASE CIRCUITS FROM PANEL. INCOMING POWER TO GO TO JUNCTION BOX LOCATED IN UPPER RIGHT HAND CORNER OF LED DISPLAY. PROVIDE FOUR (4) CAT53 CABLE TO BOTTOM CENTER OF LED DISPLAY. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF STUB Eil 00 IN FOR POWER CONDUIT AND DATA CABLES. 34 TIMECLOCK FOR SIGNAGE LOCATED ON WALL. - - - - __ —._- _ — — -. ...a.fJ ._. . . - . .._-.-a_.•_..•.._ - i_ a�♦ � - .-. _.• _t �J.�•1 h _._. ..— —_ 1-C-0 R 0 0 u (if,V I 4 ) It P II ' _ 14_.,, ____ _ ......._ _ _ . _ _ _ _ _ _ _ . _ _ f( -4RD, -,A. [F 4 --.--.. — — 2l?T" i I -. 1 P P P P P P P P P P P P MORPHE 4 4 b A-3 b Q A-3 b A-3 b A-3 b ® A-3 A-3 b A-3 b nA-3 b A-3 b A-3 b x� 11 x� i-1 ❑ b ❑® ❑® ❑® A-3 b n A-3 O® A-9 5 22 FOURTH STREET,4TH FLOOR - \\N„.,,,_ IL-5 EM/NL04 ® e e ® ® EM/NL l ® e IA-5 B1 VIA Cl VN SAN FRANCISCO,CALIFORNIA 94103 ,K A-5 i Q k A-13 i A-13 O ,K A-5 0 tK A-13 ,O d —1 © 13VIAC1 3 _ _ Rebecca OlsonPA-3 0 0 ® 0 ecca . .. �� • I ®A-7 ®A-7 ®A-7 A-7 A-7 A-7 A-7 A-7 A-7 A-7 _ ,� ,./7/7 //17 /id f i///// �1' ;. S _EM/NL' A a A a A a A a A EM/NL A a A a A a A A — A R C +t I T E C T T. / if 4a A a A a A E ® ® ® ® ® ® ® ® ® EM/N® O® VIA C1 1___,' _ — — ® � _._ Rebecca Olson Architect, LLC i F g; � 2145 Ford Parkway, Suite 301 . ; I �` Saint Paul, Minnesota 55116 O® A-9 1 3 B1 651.888.6885 3 e s : 3 P�A- L_______, VIA Cl A-13 b CONSULTANTS: i A-13 ✓ _ --A-1--3_ __ __ -1 A-13 f A-13 ® EM/NL ' ® : ®A-7 ®A-7 ®A-7 ®A-7 ®A-7 ®A-7 ®A-7 ®A-7 ®A-7 aEl f f f O q_5 O Al a Al a A a A a A a A a A a A a A a A A ® A-9 Gausman 04 OS 0 1 EM/NL A-7 B1 VIA C1 € ) 6i Mechanical and J J Electrical Engineers A-13 -- / 700 Rosedale Towers ___J'" / : A X 8 A-9© 1700 West Highway 36 `.- © 13 /J� /// / 91f%Yl /.fes ,i19'1i� 11 B 1 V!A Cl i ■rr Saint Paul, Minnesota 55113 // (651)639-9606 FAX 639-9618 i - - - 3 , ? 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A A EM/NL 3 c t 11 / Y r - I impromommownemomm, '40 ;7'./ I _ ; 1� = "�/.L� 0 ! / -- - t'r;:•q:•:':r:�❖r• .;:..,.••oasti•.rr.: •::•«::5"_%ar:••Wig*. Y F,; i OREGON of Or ,.I��r �� tr •�cc��.r� ,ilii.,i�►rs,►��rrr�rrr srr#..:'. . :�: rrrr rrr�►rrr.#irk � s a� -.fir_-• irrrriiter rr,�rr;rr�rrmore.ir.r..r, Ire ire.41P Air A rArrreAr. ACV JAI • .% N m. 0 It, T. B‘-‘3 ` 3 ' ' f Expires 12-37-19 1 D1 LIGHTING PLAN ��`-`�� E 200 1/4"=1'-O" NOTE: SEE ARCHITECTURAL DRAWINGS FOR EXACT MOUNTING HEIGHTS OF ALL DEVICES. VERIFY ALL CONDITIONS / TO ADDITIONAL OCCUPANCY NOTE: IN FIELD PRIOR TO BID. _ _ QJ) SENSORS Z (QUANTITY SHOWN SEE SHEET E000 FOR SPECIFICATIONS. ON PLANS) SEE SHEET E001 FOR RESPONSIBILITY SCHEDULE. I LOW VOLTAGE OCCUPANCY SENSOR • (QUANTITY AS SHOWN ON PLANS) — LINE VOLTAGE ---„,,,,,,,, D CLASS 2 VOLTAGE LOW VOLTAGE — STORE #: SWITCHWIRING (TYP.) SENSOR OCC SWITCH CLASS CY 040 CLASS 2 VOLTAGI PROJECT: WIRING (TYP.) LINE VOLTAGE I MORPHE WIRING (TYP) POWER PACK POWER PACK WASHINGTON LINE VOLTAGE WIRING TO LIGHTING , `SQUARE LIGHTING PLAN KEYNOTES (120/2PANELB 70 VAC) SPACE #B07 ARD GENERAL NOTES LINE VOLTAGE LOCATE POWER PACK WIRING TO LIGHTING ABOVE ACCESSIBLE PANELBOARD 9585 SW WASHINGTON SQUARE RD. 1. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS O INSTALL WALL MOUNTED OCCUPANCY SENSOR, FURNISHED BY TENANT'S VENDOR, MOUNTED AT 48"AFF FOR OFFICE. CEILING (NOT SHOWN (120/277 VAC) TIGARD, OR 97223 WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A SENSOR TO CONTROL LIGHT. PROVIDE ALL WIRING AS REQUIRED. COORDINATE WITH MANUFACTURER.SET SENSOR TIME ON PLANS) COMPLETE SET OF BID DOCUMENTS. TO 15 MINUTES. 2. LIGHTING SHALL BE CIRCUITED AS SHOWN ON THE PLANS. CIRCUITING SHALL BE "THRU-WIRING" WHERE AND O INSTALL WALL MOUNTED VACANCY SENSOR AT 48" AFF FOR TOILET ROOM.SENSOR SHALL CONTROL FAN AND LIGHT CEILING MOUNTED OCCUPANCY SENSOR WALL MOUNTED OCCUPANCY SENSOR WHENEVER POSSIBLE. MULTIPLE CONNECTIONS TO A SINGLE LIGHT FIXTURE FOR VOLTAGE DROP CONDITIONS OR AS FURNISHED BY TENANT'S VENDOR. COORDINATE WITH MANUFACTURER.SET VACANCY TIME TO 15 MINUTES.SEE DETAIL NOTES A RESULT OF A FIELD CONDITION ARE ACCEPTABLE. LIGHTING FIXTURES SHALL BE MANUFACTURED TO ON THIS SHEET AND ON E300 FOR MORE INFORMATION. A. SENSOR SWITCH IS SHOWN AS THE BASIS OF DESIGN. REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION AND OTHER ACCEPTABLE ACCOMMODATE "THRU-WIRING".ANY RELATED COSTS FOR MULTIPLE CONNECTIONS SHALL BE INCLUDED IN BID. O LIGHTING SWITCH(S) FURNISHED BY TENANT'S VENDOR INSTALLED BY EC. COORDINATE WITH LIGHTING VENDOR FOR MANUFACTURERS. IF ANY OF THE OTHER ACCEPTABLE MANUFACTURERS ARE USED. NOTE THAT THEIR EXACT REQUIREMENTS, 3. SEE REFLECTED CEILING PLAN ARCHITECTURAL SHEET A300 FOR EXACT LOCATION AND QUANTITY OF LIGHTING FINAL SELECTION. PROVIDE ADDITIONAL ROOM CONTROLLERS FOR MILLWORK FIXTURES. SEE SHEET E300 FOR MORE COMPONENTS AND WIRING WILL LIKELY DIFFER AND THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A COMPLETE, OPERATIONAL A/E PROJECT NO.: M0036 FIXTURES. INFORMATION ON ADDITIONAL LIGHTING CONTROL. COORDINATE WITH LIGHTING VENDOR FOR MORE INFORMATION. SYSTEM EQUIVALENT TO THAT SHOWN. ALH B. WIRING DIAGRAMS ARE DIAGRAMMATIC AND SHOWN FOR REFERENCE ONLY. REFER TO MANUFACTURER'S WIRING DIAGRAMS FOR ALL DRAWN BY: 4. ELECTRICAL CONTRACTOR'S BID SHALL INCLUDE THE INSTALLATION OF LIGHT FIXTURES AND ASSOCIATED LAMPS O LIGHT FIXTURE TO BE USED FOR SECURITY LIGHTING PURPOSES. REQUIRED COMPONENTS AND WIRING. FURNISHED BY TENANT. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO ENSURE THE ADJUSTABILITY OF DIRECTIONAL C. INSTALL LOW VOLTAGE WIRING IN 3/4" CONDUIT(MIN.) CHECKED BY: MTfD. REFER TO MANUFACTURER'S LATEST LITERATURE FOR REQUIRED WIRING SIZES. INCREASE AS REQUIRED FOR VOLTAGE DROP. FIXTURES AFTER INSTALLATION. 05 PROVIDE JUNCTION BOX AND DISCONNECTING MEANS FOR STOREFRONT SIGN PER CODE ABOVE ACCESSIBLE CEILING. E. MOUNT POWER PACK IN DEEP JUNCTION BOX IF REQUIRED PER LOCAL Al-U. ISSUES AND REVISIONS: 5. EMERGENCY AND EXIT LIGHTS SHALL BE INSTALLED AND CIRCUITED PER THE LATEST NATIONAL ELECTRICAL CODE AND PROVIDE 15'0" SERVICE LOOP AT EACH JUNCTION BOX LOCATION.JUNCTION BOX TO BE LOCATED AT A MAXIMUM OF F. LOW VOLTAGE WIRING IS NOT SHOWN ON PLANS AND NOT ALL LINE VOLTAGE WIRING IS SHOWN ON PLANS. PROVIDE ALL REQUIRED LOCAL CODES. EMERGENCY AND EXIT FIXTURES SHALL BE DUAL VOLTAGE WITH BATTERY BACKUP(120/277 VOLT 151-0" FROM SIGN CONNECTION. COORDINATE ACCESS PANEL LOCATION WITH SIGN VENDOR. PROVIDE TIMECLOCK LINE AND LOW VOLTAGE WIRING FOR A COMPLETE, FUNCTION SYSTEM. 100% CHECKSET 10.22.2018 INPUT). CONTROL FOR CONTROL OF SIGNAGE. COORDINATE SCHEDULE WITH OWNER. REFER TO ARCHITECTURAL DRAWINGS FOR G. SOME AREAS HAVE OCCUPANCY SENSOR CONTROL ONLY(NO LINE VOLTAGE SWITCHES) AS SHOWN ON PLANS. SIGN LOCATION. LL/PERMIT/BID 11.02.2018 6. LIGHTING CIRCUITS UP TO 100'-0" IN LENGTH SHALL UTILIZE#12 CONDUCTORS MINIMUM. LIGHTING CIRCUITS FROM O ELECTRICAL SERVICE LOCATION. REFER TO ONE LINE DIAGRAM AND PANELBOARD SCHEDULES ON SHEET E400 FOR MORE TYPICAL LOW VOLTAGE OCCUPANCY SENSOR WIRING DIAGRAM 101'-0" UP TO 150'-0" IN LENGTH SHALL UTILIZE#10 CONDUCTORS MINIMUM. LIGHTING CIRCUITS FROM 151'-0" UP INFORMATION, TO 250'-0" IN LENGTH SHALL UTILIZE#8 CONDUCTORS MINIMUM. LIGHTING CIRCUITS ABOVE 251'-0" IN LENGTH \ E200 / NO SCALE SHALL UTILIZE#6 CONDUCTORS MINIMUM. O SPEAKERS, WIRE AND SUPPORTS IS INSTALLED BY TENANT'S VENDOR. CONNECT SPEAKER TO TENANT'S STEREO SYSTEM AT TELCO. CONFIRM LOCATIONS WITH TENANT'S VENDOR TO PROVIDE ALL CABLING. VERIFY LANDLORD CONNECTION 7. EXIT/EMERGENCY LIGHTS AT STOREFRONT SHALL BE CEILING MOUNTED AND CENTERED OVER OPENING (TYPICAL). REQUIREMENTS FOR EMERGENCY SYSTEM OVERRIDE. EC TO PROVIDE ALL CONDUIT AND CABLING. EXIT/EMERGENCY LIGHTS AT DOOR TO "NON-SALES" SHALL BE CENTERED ON WALL ABOVE DOOR.SEE - - ARCHITECTURAL SHEETS A300,A400,AND A410 FOR EXACT LOCATIONS. O PROVIDE WATTSTOPPER CONTROLLER/SCHEDULER FOR LIGHTING CONTROLS. COORDINATE WITH OWNER FOR LIGHTING SCHEDULE. WINDOW DISPLAY LIGHTING SHALL BE ILLUMINATED FROM STORE CLOSING UNTIL 2:30AM OR AS DIRECTED BY 8. REFER TO ARCHITECTURAL SHEET FOR EXACT MOUNTING HEIGHTS, LOCATION AND INSTALLATION REQUIREMENTS OF MALL. LIGHT FIXTURES. LIGHTING CONTROL MATRIX 09 INSTALL SURFACE MOUNTED OCCUPANCY SENSOR,TENANT VENDOR FURNISHED. PROVIDE WIRING AS REQUIRED.. 9. EMERGENCY, NIGHT LIGHTS, AND EXIT LIGHTS SHALL BE WIRED AHEAD OF LOCAL SWITCHING. COORDINATE WITH MANUFACTURER. SET OCCUPANCY SENSOR TIMER TO 15 MINUTES. MATCH MOUNTING HEIGHT OF LIGHT FIXTURE. ROOM/AREA SERVED TIME CLOCK OCCUPANCY AUTO OFF DIMMING DIMMING AFTER HOURS MANUAL KEYNOTES 10. LIGHTING CONTROLS BASED ON LEGRAND WATTSTOPPER. LIGHTING VENDOR IS CAPITOL LIGHT. COORDINATE WITH SENSOR TIME (MIN) TYPE LEVEL OVERRIDE ON/OFF VENDOR DRAWINGS FOR MORE INFORMATION. to INSTALL LIGHTING CONTROL PANEL AS SCHEDULED. REFER TO RESPONSIBILITY SCHEDULE FOR MORE INFORMATION. 11. OCCUPANCY SENSORS MOUNTED IN STOCK ROOM TO MATCH MOUNTING HEIGHT OF LIGHT FIXTURES. SALES TYPE A/A1/A2 X VERIFY 10% X X 011 LIGHTING FOR WORKING SPACES ABOVE SERVICE EQUIPMENT SHALL NOT BE CONTROLLED BY AUTOMATIC MEANS ONLY LIGHTS VERIFY FIXTURES ARE CONNECTED TO SWITCH. IF NO SWITCH IS PRESENT,ADD A SWITCH TO FIXTURE. SALES TYPE B1 LIGHTS X VERIFY 10% X X 12 PROVIDE OVERRIDE SWITCH. FIELD VERIFY EXACT LOCATION. SALES TYPE Cl LIGHTS X VERIFY 10% X X 13 CAMERA CCTV SYSTEM PROVIDED BY TENANT'S VENDOR WHO WILL CONNECT TO RECORDER/MONITOR IN MANAGER'S OFFICE. SALES TYPE P WALL CONFIRM LOCATIONS OF CAMERAS WITH TENANT.TENANT'S VENDOR TO PROVIDE ALL CONDUIT AND CABLING. WASHERS X VERIFY 10% X X SALES DISPLAY X VERIFY 10% X X LIGHTING STOCKROOM X 15 X SHEET TITLE: RESTROOM X 15 X LIGHTING PLAN MANAGER'S OFFICE X 15 X STUDIO X VERIFY 10% X X GENERAL NOTES A. LIGHTING VENDOR TO PROVIDE ALL PARTS AND PIECES NECESSARY TO MAKE A FUNCTIONAL LIGHTING CONTROLS SYSTEM WITH ALL CONTROLS AS MARKED ABOVE. MANUFACTURER TO BE WATTSTOPPER. E200 B. REFERENCE COMPLETE WIRING DIAGRAM PRIOR TO INSTALLATION. C. IF DIMMING IS CALLED FOR IN SCHEDULE ABOVE, IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY AND PROVIDE ALL NECESSARY PARTS, BALLASTS, DRIVERS, ETC TO PROVIDE THE DIMMING FUNCTION. rr ,/3 � >- -- - - _ - r TTLIGHT FIXTURE SCHEDULE _teS--_ s Tr_ FIXTURE MANUFACTURER&MODEL iIM . t11LJ .4 SYMBOL DESCRIPTION RMOUNTING FINISH LAMP TYPE WATTS MOUNTING HEIGHT NOTES ---v- a --.-1-4 -s-- AMERLUX = ELECTRICAL PANEL SCHEDULES FIRE ALARM SYSTEM NOTES 1. THE FIRE ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS AND MEET STATE AND LOCAL CODE REQUIREMENTS.THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL CODE REQUIRED DOCUMENTS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: PANEL NAME: A VOLT: 208Y1120 BUS SIZE: 400 AMPS REMARKS: PANEL NAME B VOLT: 208Y1120 BUS SIZE: 400 AMPS REMARKS: • LOCATION: STOCKROOM PH: 3 MAIN BRKR: 400 AMPS LOCATION: STOCKROOM PH: 3 MAIN BRKR: MLO A. A FLOOR PLAN WHICH INDICATES THE USE OF ALL ROOMS. B. LOCATIONS OF ALARM INITIATING AND NOTIFICATION APPLIANCES. � i ) It 1.) II 14]MOUNTING: SURFACE WIRE: 4 V.A. V.A. V.A. W.A. V.A. VA. GNDBUS: YES GR:IND MOUNTING: SURFACE WIRE: 4 V.A. V.A. V.A. V.A. V.A. V.A. GNDBus: YES GA:1No C. ALARM CONTROL AND TROUBLE SIGNALING EQUIPMENT. AA B � C CKT BRKR TYPE LOAD DESCRIPTION RM.NO. D. ANNUNCIATION RM.NO. LOAD PENDANT LGHT TYPE BRL KR CKT A/1 1 B i�� i� 900 �}'� B ' �C if ;� CKT BR2 OKR TYPE/1 R LOAD DESCRIPTIONALES EPT RM. NO. RM.NO. LOAD DESCRIPTION TYPE BLM SRKR CKT 0 1 4 92 ��I��'�f�� C 4552 1111�dI�R;;,;: 2 50 M E. POWER CONNECTION SALES FLR LIGHTS L 20/1 3 945 i ''� ,! IU !( i 720 illj' 4 20/1 R SALES FLOOR RECEPT FPVAV-1 LM / 3 4552` 11110:111111,11 111 4552 4 / M FPVAV-2 F. BATTERY CALCULATIONS SALES FLR LIGHTS L 20/1 5 387 a 1111 900 6 2011 R SALES FLOOR RECEPT LM 3 5 4552 Ill 4552 6 3 MG. CONDUCTOR TYPE AND SIZES � '' •• i�'Il '1 ', H. VOLTAGE DROP CALCULATIONS SALES FLR LIGHTS L 20/1 7 861 360 8 20/1 R LIGHT BOX RECEPT M 30 7 2552 1849 !! 8 20 M I. MANUFACTURES, MODEL NUMBERS AND LISTING INFORMATION FOR EQUIPMENT, DEVICES AND It llt1 SALES FLR LIGHTS L 20/1 9 HI ,; T 189 ` ' .�1111 360 ;; ;_�; 10 20/1 R STOREFRONT RECEPT FPVAV-3 M / 9 2552 1849 10 / M FPVAV-4 MATERIALS. STUDIO LIGHTS L 20/1 11 1: I;: 58511114:r1101 540 12 20/1 R MILLWORK LIGHTS RECEPT M 3 11 : 2552 I,�ililit,ll;ii1849 12 3 M J. DETAILS OF CEILING HEIGHT AND CONSTRUCTION R 20/ 13 1050 ' 111,1,....,,. 14 20/1 SPARE K. THE INTERFACE OF FIFE SAFETY CONTROL FUNCTIONS. i; 500Iiiii;';,! 14 20/1 R MILLWORK LIGHTS RECEPT BACKWRAP LED SCREEN R 2 15 1050 ��# lilt STOCK/HALL RESTRM LGTS L 20/1 13 516 720 STOREFRONT SIGNAGE C 20/1 15 11 11.44 `{ ' '',' 540 16 20/1 R MILLWORK LIGHTS RECEPT _ 141,1, I ; 16 20/1 SPARE THESE DOCUMENTS SHALL BE PREPARED BY A CERTIFIED FIRE ALARM DESIGNER AND SHALL BE SUBMITTED MORPHE [I �. �" '"'E` ''" TO THE LOCAL AUTHORITIES FOR REVIEW AND APPROVAL PRIOR TO ROUGH IN OF SYSTEM. 22 FOURTH STREET,4TH FLOOR REFRIG RECEPT R 20/1 17 1200 @@ ( i 720 18 20/1 R MILLWORK LIGHTS RECEPT R 20/ 17 1050 18 20/1 SPARE ' :1,11 I �:I � tp'. 4 SAN FRANCISCO,CALIFORNIA 94103 , Ytl ttY[P f91 Y1:" ;ry y�,)N y TIMI=CLOCK(FOR SIGNAGE) R 20/1 19 180 360 _ • 20 20/1 R BAC KWRAP RECEPTACLE BACKWRAP LED SCREEN R 2 19 1050 - 20 SPACE 2. WIRING SHALL BE IN CONDUIT AND SHALL BE SIZED PER THE NATIONAL ELECTRICAL CODE. DO NOT RUN MICROWAVE R 20/1 21 p • 100 360 22 20/1 R BACKWRAP RECEPTACLE R 20/ 21 1050 a • a .i Ela 22 SPACE ANY OTHER WIRING IN THE SAME CONDUIT WITH ALARM WIRING. DO NOT RUN 12OVAC WIRING WITH f : �:il. AIi�rrrl BOTTLE WATER COOLER RCPT R 2011 23 „:11/11'01.. 180 720 24 2011 R CASHWRAP RECEPTACLE BACKWRAP LED SCREEN R 2 23 1M 1050 24 SPACE ALARM WIRING. ALL WIRE TO BE SHIELDED CABLE.JUNCTION BOXES ASSOCIATED WITH THE FIRE Rebecca Olson TELEPHONE BOARD R 20/1 25 360 •1' '., 720 26 20/1 R 'CASHWRAP RECEPTACLE SPACE 25 - �RE1?fgl 26 SPACE ALARM SYSTEM SHALL BE SPRAY PAINTED"FIRE ENGINE' RED. • si r ;; r..:; A R C H i T E C T l �,+ OM GFCI SPACE 27 • II 28 SPACE STOCK/HALL RECPTS R 20/1 29 USB RECEPT R 2011 27 �� '''� 360 360 aril 360 720 30 20/1 R STUDIO 28 20/1 R ORECEPTACLES SPACE 29 it' "; .,E.. . �'411111110� .F '! ':... 1, •; • 1 30 SPACE 3. WIRE AND CABLE SHALL BE RATED PER THE LATEST REVISION OF THE NATIONAL ELECTRICAL CODE SECTION 760. WH-1:WATER HEATER C 2011 31 1500 s 360 32 20/1 R MANAGERS OFFICE RECEPT Rebecca Olson Architect, LLC 13'I'�'i�u'i: I "° 4. CONFIRM WIRING REQUIREMENTS WITH PROPOSED FIRE ALARM SUPPLIER PRIOR TO BID AND PROVIDE SPARE 20/1 33 -ii? 540 34 20/1 R MANAGERS OFFICE RECEPT I PER PHASE TOTAL VA 1 15605 1 15605 1 15605 11/7/2018 2145 Ford Parkway, Suite 301 °i'� TOTAL CONNECTED VA 46815 V.A IN ACCORDANCE THEREWITH. WIRING SHOWN ON THIS DIAGRAM REPRESENTS THE MINIMUM SIZE SPARE 20/1 35 I � 360 36 20/1 R SALES GENERAL RECEPT REQUIRED. WIRE SIZES SHALL BE INCREASED AS REQUIRED FOR VOLTAGE DROP. Saint Paul, Minnesota 55116 SPACE 37 I! 38 20/1 SPARE (TOTAL CONNECTED AMPS 130 AMPS 651.888.6885 1,' 'i � � 1�1�1i11•4� 11lp' 11 �`j' 1` 13x HIGHEST PHASE 46815 V.A 5. WIRING SHALL BE CONTINUOUS FROM ONE DEVICE TO THE NEXT. SPLICING IS PROHIBITED. SPACE 3940 20/1 SPARE CONSULTANTS: ' ! SPACE 41 111111:11110V1 42 2011 SPARE 1HIGHESTAMPS 130 AMPS�• , I IGRAM !S NOT INTENDED TO SHOW Q ANTITIES OF DEVICES. REFER TO PLANS 6. THE TYPICAL WIRING DlA Uiii f_ # P 0. i15605 . 1 FEED B STOCKROOM FOR EXACT QUANTITIES. i' .,:. € �._. _� LOAD TYPE "�". ,.o M"..... + 7 ; ,; �`.1. 1,. i, " E 15605 . THRU 1ST 10KVA ( 10KVA)I2 k'f ' . : :i... :. w ' -'. .r--� r,,% - - �• 7. CONDUCTORS INCLUDING SHIELDS SHALL TEST FREE OF OPENS, SHORTS AND GROUNDS BEFORE Gausman I • 15605 LUGS = = 0 F1EC 100% ,, „ , ' 1 4,. Y p yL L LIGHTING 0 X1.25 0 �@ MAKING CONNECTIONS TO THE FIRE ALARM CONTROL PANEL. C = CONTINUOUS 6 X1.25= 0 8CMOOre (PER PHASE TOTAL VA I 22474 1 20579 I 22277 1 11/7/2018 LM= LARGEST MOTOR 13656 X 125= 17070 8. EACH FIRE ALARM PANEL REQUIRES A DEDICATED 120VAC CIRCUIT. RUN 3-#12 (INCLUDES THE GREEN Mechanical and (TOTAL CONNECTED VA 65330 VAI M= REMAINING MOTORS 26859 X1 = 26859 GROUND WIRE) FROM A 20 AMP CIRCUIT BREAKER. PROVIDE A LOCK ON CLIP AND RED MARKING ON Electrical Engineers 1TOTAL CONNECTED AMPS 181 AMPS( N = NON-CONTINUOUS 0 X1 = 0 THE BREAKER. 700 Rosedale Towers 13 x HIGHEST PHASE 67421 V.A1 R = RECEPTACLE 6300 " = 63001 9. SMOKE DETECTOR HEADS SHALL BE INSTALLED FREE OF DUST OR ANY OTHER CONTAMINATION.SMOKE 1 700 West Highway 36 KIK2/K3= KITCHEN EQUIP 0 ' = 0 DETECTORS SHALL NOT BE MOUNTED WITHIN 3'-0" OF A SUPPLY OR RETURN AIR GRILLE. COORDINATE Saint Paul, Minnesota 55113 (HIGHEST AMPS 187 AMPS( I SMOKE DETECTOR LOCATIONS WITH MECHANICAL CONTRACTOR PRIOR TO INSTALLATION. 39-9606 FAX 639-9618 TOTAL CALCULATED LOAD(VA) = 502291 Project No. 86365 TOTAL CALCULATED AMPS = 1391 10. IN ROOMS REQUIRING SMOKE DETECTION, IF THERE IS NOT A SMOOTH, FLAT CEILING,THEN DETECTION LOAD TYPE 1ST 1OKVA+(>10KVA)12 SHALL BE SPACED PER NFPA 72. IF THERE ARE BEAM DEPTHS LESS THAN 10% OF THE CEILING HEIGHT L= LIGHTING 3515 X1.25= 4393 0 RECES @, 100% (0.1XH), SMOOTH CEILING SPACES SHALL BE PERMITTED. IF THERE ARE BEAM DEPTHS EQUAL OR C= CONTINUOUS 200D X1.25= 2500 GREATER THAN 40% OF CEILING HEIGHT(0.4XH), SPOT SMOKE DETECTORS SHALL BE LOCATED ON THE LM= LARGEST MOTOR 13656 X1.25= 170701 CEILING IN EACH BEAM POCKET PER NFPA 72 2007, 5.7.3.2.4. M= REMAINING MOTORS 26859 X1 = 268591 11. HORNS AND STROBES SHALL BE WIRED SEPARATELY FOR SYNCHRONOUS OPERATION. PROVIDE N= NON-CONTINUOUS 0 X1 = 01 SYNCHRONIZATION MODULES AS REQUIRED TO COMPLY WITH CODE. R= RECEPTACLE 19300 • = 14650 K/K2/K3= KITCHEN EQUIP 01 " = 0 12. DUCT DETECTORS SHALL HAVE REMOTE TEST STATIONS INSTALLED IN AN ACCESSIBLE LOCATION AND BE 1 CLEARLY LABELED TO INDICATE THEIR FUNCTION AND THE MECHANICAL UNIT ASSOCIATED WITH EACH TOTAL CALCULATED LOAD(VA) = 654721 DETECTOR. DUCT DETECTOR TEST STATIONS SHALL BE LOCATED AS CLOSE TO THE APPLIANCES AS TOTAL CALCULATED AMPS = 1821 POSSIBLE FOR EASE IN LOCATING AND UNLESS ASSOCIATED WITH ROOF TOP MECHANICAL UNITS. A. IF THERE IS A DROP CEILING,THE REMOTE TEST STATIONS SHALL BE MOUNTED IN CEILING TILES BELOW THE DUCT DETECTORS. B. IF THERE IS A DROP CEILING,THE REMOTE TEST STATIONS SHALL BE LOCATED IN THE CEILING NEXT TO A MINIMUM OF 2'X4' OR 3'X3' ACCESS PANEL LOCATED BELOW THE DUCT DETECTOR. PANELB- OARD NOTES C. IF THERE 1S NO CEILING,THE REMOTE TEST STATIONS SHALL BE MOUNTED ON A PILLAR OR WALL SEAL/SIGNATURE I 1-CIRCUIT BREAKER TO BE SWD RATED AS CLOSE TO THE DEVICE AS POSSIBLE. 2-CIRCUIT BREAKER TO BE HACR RATED 3 CIRCUIT BREAKER TO BE SHUN GFCI TYPE QrED 13. THE LOCATION OF DETECTORS IN AIR DUCT SYSTEMS SHALL BE PERMANENTLY AND CLEARLY IDENTIFIED PR�ff 4-CIRCUIT BREAKER TO BE SHUNT TRIP TYPE AND RECORDED. \S�' G I N4. ��Q 5 - CIRCUIT BREAKER TO BE ARCH FAULT TYPE $ ' 6 CIRCUIT BREAKER TO HAVE LOCK ON CLIP 14. LOCATION OF FIRE ALARM REMOTE TEST STATIONS SHALL BE LABELED PER LOCAL AUTHORITY �'6153OPE 7 -CIRCUIT BREAKER TO HAVE LOCK ON CLIP AND RED REQUIREMENTS.TEST STATION LOCATIONS SHALL BE FIELD VERIFIED WITH LOCAL AUTHORITY PRIOR TO MARKINGco ROUGH-IN. v' too OREGON 0) 15. DUCT DETECTORS SHALL BE INSTALLED AND POSITIONED TO ALLOW EASY ACCESS FOR PERIODIC Co @r''ber 1i. 4, INSPECTION AND TESTING. AVE T. 131- 16. PROVIDE A KNOX BOX AS REQUIRED BY LOCAL FIRE DEPARTMENT. EXACT QUANTITIES AND LOCATIONS I Expires 12-31-19 I AS DETERMINED BY LOCAL AUTHORITY. KNOX BOX MANUFACTURER SHALL BE AS REQUIRED BY LOCAL f AUTHORITY. PROVIDE AN ADDRESSABLE MONITOR MODULE WHEN REQUIRED. 17. PROVIDE A COPY OF THE PROGRAMMING CODES AND OPERATION MANUALS IN A SLEEVED BINDER ATTACHED TO THE FIRE ALARM CONTROL PANEL. 18. DEVICES SHALL BE FIELD TESTED WITH WRITTEN CERTIFICATION OF SYSTEM. PERFORM TESTS IN THE PRESENCE OF THE AUTHORITY HAVING JURISDICTION. 19. PROVIDE CONNECTION TO REMOTE SUPERVISION AS DIRECTED FOR SUPERVISION OF SYSTEM IN COMPLIANCE WITH LOCAL AUTHORITY AND OWNER. PROVIDE INTERFACE DEVICES REQUIRED TO INITIATE REMOTE SUPERVISION. 20. PROVIDE A CEILING MOUNTED SMOKE DETECTOR IN FRONT OF FIRE ALARM CONTROL PANEL AND EACH REMOTE MOUNTED AUXILIARY PANEL IN ADDITIONAL TO THE DEVICES SHOWN ON THE FLOOR PLANS. 21. PROVIDE A MANUAL STATION WHERE REQUIRED BY LOCAL AUTHORITIES TO MEET THE REQUIREMENTS OF NFPA 72 SECTION 3-8.1.2 IN ADDITIONAL TO THE DEVICES SHOWN ON THE PLANS.VERIFY WITH -- - LOCAL AUTHORITY PRIOR TO BIDDING AND INCLUDE COST IN BID PRICE. STORE #: 040 PROJECT: MORPHE WASHINGTON SQUARE SPACE #607 LOCATION OF NAMEPLATE FOR SURFACE MOUNTED PANELS. FORE FLUSH-MOUNTED PANELS, INSTALL ONE LINE DIAGRAM NOTES TIGARD OR 97223 NAMEPLATE BEHIND DOOR. 1. CONTRACTOR SHALL VERIFY POWER COMPANY REQUIREMENT PRIOR TO BIDDING AND INCLUDE THE COST OF ASSOCIATED LABOR, MATERIALS, CHARGES, ETC IN BID. 2. CONTRACTOR SHALL VERIFY AVAILABLE FAULT CURRENT WITH UTILITY COMPANY PRIOR TO BIDDING AND PROVIDE EQUIPMENT RATED ACCORDINGLY. SUBMIT FAULT CURRENT CALCULATIONS WITH SHOP ELECTRICAL ONE LINE DIAGRAM 9585 SW WASHINGTON SQUARE RD. ENGRAVED LAMACOID, 5/32" LETTERS, DRAWINGS SUBMITTAL. LEASE LINE SECURE TO PANELBOARD COVER WITH 3. BUSSING SHALL BE COPPER. ADHESIVE TYPE FASTENER. LANDLORD AREA TENANT SPACE A/E PROJECT NO.: M0036 4. PROVIDE FULL LENGTH VERTICAL BUSSING IN PANEL BOARDS. ALH DRAWN BY: B s-s- 5. PROVIDE FULL SIZE HORIZONTAL BUSSING IN SWITCHBOARDS. CHECKED BY: MIT 6. CIRCUIT BREAKERS SHALL BE BOLT ON TYPE. CEILING LINE __ __ ISSUES AND REVISIONS: 7. WALL MOUNTED EQUIPMENT SHALL BE MOUNTED ON 3/4" FIRE RATED BACKBOARD. NV NEW JUNCTION BOX/PULL BOX. INTERCEPT EXISTING FEEDER IN JUNCTION 100% CHECKSET 10.22.2018 8. PROVIDE NAMEPLATES FOR SWITCHBOARDS, DISTRIBUTION PANEL, PANEL BOARDS,STARTERS, DISCONNECT AND REMOVE PANEL. BOX AND CONNECT TO NEW FEEDER. FIELD VERIFY EXISTING CONDITIONS ,�' 3 ,� DISCONNECT SWITCHES, RELAYS AND JUNCTION BOXES GREATER THAN 1 11/16" SQUARE. PROVIDE REMOVE CONDUIT AND CONDUCTORS AND REPORT ANY DIFFERENCES TO ARCHITECT AND TENANT'S PM PRIOR LL/PERMIT/BID 11.02.2018 NAMEPLATE SWITCHES OF SWITCHBOARDS AND DISTRIBUTION PANELS. STANDARD COLORS AS AS BACK TO NEW JUNCTION BOX AT TO BID. EQUIPMENT DESIGNATION INCOMING SERVICE. FOLLOWS: NORMAL POWER- BLACK BACKGROUND, WHITE LETTER. EMERGENCY POWER- RED BACKGROUND -WHITE LETTERS. PROVIDE NAMEPLATES IDENTIFYING ALL MAIN SERVICE NAMEPLATE DISCONNECTS WITH RED BACKGROUND AND WHITE LETTERS. 7-DAY, 24-HOUR,4-CHANNEL TIMNOTE: 9. COORDINATE SPACE WITH OTHER TRADES TO MAINTAIN CODE REQUIRED CLEARANCES. NEW TENANT METER DIGITAL 4-H CLOCK. TORK NAMEPLATES ARE REQUIRED ON ALL SWITCHBOARDS, DISTRIBUTION PROVIDE 2 RUNS 2"C WITH (4)#3/0 #DZS400BP. PANELS, PANELBOARDS, STARTERS, DISCONNECT SWITCHES, RELAYS AND 10. REFER TO ELECTRICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. CONDUCTORS AND (1)#6 GROUND JUNCTION BOXES GREATER THAN 4 11/16" SQUARE.ALSO PROVIDE NAMEPLATES ON PROVIDE NEW 400A, 120/208V FUSES BRANCH SWITCHES OF SWITCHBOARDS AND DISTRIBUTION PANELS" 11. PROVIDE FINAL SETTING REQUIRED FOR ADJUSTABLE/ELECTRONIC TYPE CIRCUIT BREAKERS WITH FOR TENANT SPACE. LONGTIME, SHORT TIME, GF, INSTANTANEOUS, ETC. PROVIDE FINAL COORDINATION STUDY. LIGHTING CONTROL PANEL WITH NEW NEW TC 12. COMPLY WITH NEC ARTICLE 110.16 FOR LABELING OF PANELS FOR ARC FLASH HAZARD WARNING AS PANEL A PANEL B INTERNAL TIME CLOCK BY WELL AS FOLLOWING REQUIRED SAFETY PRECAUTIONS WHEN SERVING OR MAINTAIN ELECTRICAL NI )1)1 / 120/2081- © 120/208V WATTSTOPPER STANDARD COLORS: EQUIPMENT. 1. NORMAL POWER- BLACK BACKGROUND, WHITE LETTERS B7 B7 METER 2. EMERGENCY POWER- RED BACKGROUND,WHITE LETTERING 13. HVAC CIRCUIT BREAKERS TO BE HACR TYPE WHERE REQUIRED BY EQUIPMENT NAMEPLATE PER NEC. 3. IN ADDITION TO THE FUNCTION NAMEPLATE, PROVIDE NAMEPLATES EXISTING LANDLORD ELECTRICAL IDENTIFYING ALL "MAIN SERVICE NAMEPLATE DISCONNECTS - RED 14. BALANCE PANELS AND ELECTRICAL EQUIPMENT TO +/- 10% BETWEEN PHASES A/B, B/C, A/C DISTRIBUTION PANEL BACKGROUND -WHITE LETTERING REGARDLESS OF CIRCUITING INDICATED. 1200A; 120/208V I J I FINISH FLOOR 15. MAINTAIN PROPER CLEARANCE ABOVE ELECTRICAL EQUIPMENT PER NEC. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT. PROVIDE 2 RUNS OF 2"C WITH (4)#3/0 16. MAKE FINAL ELECTRICAL CONNECTIONS FOR A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM. CONDUCTORS AND (1)#6 GROUND. NEW 400A SERVICE- 2 RUNS OF 2"C WITH 17. GROUNDING ELECTRODE SYSTEM CONDUCTORS SHALL BE COPPER. (4)#3/0 CONDUCTORS AND (1)#6 GROUND. 18. CONDUCTORS SHALL BE COPPER UNLESS NOTED OTHERWISE. EC TO VERIFY IN FIELD PRIOR TO BID AND REPORT ANY DIFFERENCES TO ARCHITECT NAMEPLATE DETAIL 19. FEEDER ROUTING IS DIAGRAMMATIC ONLY.ACTUAL ROUTING OF FEEDERS(OVERHEAD OR AND TENANT'S PM PRIOR TO BID SUBMISSION. SHEET TITLE: UNDERGROUND) IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ELECTRICAL SCHEDULES, DETAILS, AND POWER RISER DIAGRAM E400 I (I) it P Ii 1 COMcheck Software Version 4.1.0.0 A B C 0 E COMcheck Software Version 4.1.O.Q Vf I11.6nterior Lighting Compliance iance Certificate Fixture ID : Description = Lamp;Wattage Per Lamp'Ballast Fixture, rx of Fixture (C X D} g pFixture Fixtures Walt. Inspection Checklist 6-Stockroom tGommon Space Types:Storage) 1X4 STRIP LIGHT:K:LEO:Other 1 11 s5 sae Energy Code: 90.1 (2 010) Standard Total Proposed Watts a 3736 Requirements: 0.0% were addressed directly in the COMcheck software Project Information Interior Lighting PASSES: Design 48° better than code Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen, For each MORPHE Energy Code 90.1 (201 0) Standard requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception 22 FOURTH STREET,4TH FLOOR Project Title. Morphe Washington Square Interior Lighting Compliance Statement is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. SAN FRANCISCO,CALIFORNIA 94103 Project Type New Construction Compliance Statement: The proposed interior lighting design represented in this document is consistent with the buildingplans, Section — P p P 4 g 9 P specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been # Plan Review 1 Complies? 1 Comments/Assumptions designed to meet the 90.1 (2010) Standard requirements in COMcheck Version 4.1.0.0 and to comply with any applicable & Re lD Construction Site: Owner:Agent. Designer�Contractor: mandatory requirements listed in the Inspection Checklist. e — —_ _j —' Rebecca I1son 9585 Washington Square Rd Dave Blume 11/07/2018 4.2.2,63,4. Plans, specifications, and/or ❑Complies Portland,OR 97223 GAUSMAN & MOORS DAVE T GLUME, PE ��,g�� y 1.1,8.4.1. calculations provide all information ❑Does Not A R C H I T E C T 1700 HIGHWAY 36 WEST Name-Title Signature Date 2.83 with which compliance can be ❑Nat Observable ST. PAUL, MN 55113 [PR612 determined for the electrical systems 551•604-3140and equipment ©Not Applicable and document where Dblume'gausman.com exceptions are claimed. Feeder Rebecca Olson Architect, LLC connectors sized in accordance with approved plans and branch circuits 2145 Ford Parkway, Suite 301 sized for maximum drop of 3%. _ Saint Paul, Minnesota 55116 Allowed Interior Lighting Power 14 2.2,9.4. Plans, specifications,and/or ❑Complies 651.888.6885 a 9.7 calculations provide all information Does Not A B C D Area Category Floor Area Allowed Allowed Watts [PRO with determinedwhh compliance can be ONot Observable 9 Y for the interior lighting CONSULTANTS: (ft2) Watts r ft2 (B X C) and electrical systems and equipment ONot Applicable and document where exceptions to 1-Sales(Retail:Sales Area) 3465 1.68 5821 the standard are claimed. Information 2-Office(Common Space Types:Office Enclosed) 115 1.11 128 provided should include interior 3-Rest room(Common Space Types:Restrooms) 70 0.98 69 .lighting power calculations, wattage of Gausmati 4-Hallway(Common Space Types:Corridor+Transition<811 wide) 281 0.66 185 colts and ballasts,transformers and e control devices. 5-Studio(Common Space Types:ConferenceMeeting,'Muitipurpose} 287 1-23 353 _.. ------------ — - 6-Stockroom(Common Space Types:Storages 1042 0.63 656 Additional Comments/Assumptions: Mechanical and Total Allowed Watts w 7212 Electrical Engineers 700 Rosedale Towers Proposed Interior Lighting Power 1 700 West Highway 36 A B C Co E Saint au , Minnesota 55113 Fixture ID : Description Lamp Wattage Per Lamp Ballast Lamps #of Fixture (C X 0) (651)639-9606 FAX 639-9618 Fixture Fixtures Watt- Project No. 86365 CD 1-Sales;Retail:Sales Area) ACCENT DISPLAY LIGHT:A:LED:Other: 1 46 21 966 ACCENT DISPLAY LIGHT WITH LENS:Al:LED:Other: 1 4 21 84 ACCENT DISPLAY LIGHT:91:LED:Other: 1 9 21 189 ACCENT DISPLAY LIGHT:C2:LED:Other: 1 9 65 585 ADJUSTABLE WALL WASH:P:LED:Other 1 27 42 1134 DECORATIVE PENDANT:0:Other. 1 1 32 32 2-Office (Cqm. pn Space TYDeS:Office-,-_,En g cdj LED RECESSED:d:LED:Omer: 1 2 20 40 3-Rest room(Common Space Tv pes:Reslrooms) LED RECESSED:J:LED:Other 1 1 20 20 4-Hallway (Common Space Types:Corridor/Transition c8 ft wide) 1X4 STRIP LIGHT:K.LED:Other, 1 5 35 175 b-Studio�Corrlmon.. t:e Tis:ConterencelRAe�jpg,%Multipl,li ACCENT DISPLAY LIGHT;A:LED:Other. 1 6 21 126 SEAL/SIGNATURE 1 High Impact (Tier ll € 2 IMedium Impact (Tier 2) • 3 Low Impact (Tier 31 �$E� rRUf`nt! Project Title: Morphe Washington Square Report date: 10/11/18 1N4.Cts/ Data filename: P:18636512i ELECICALCULATiON5186365 COMC71eck.cck Page 1. of 6 Project Title: Morphe Washington Square Report date: 10/11/18 Project Title: Morphe Washington Square Report date: 10/11/18 z.,„__4.‘‘ ,SC'' � #,_0,... Data filename: P;\86365121_ELECICALCULATIONS186365_COMCheck.cck Page 2 of 6 Data filename: P:186365121_ELECICALCULATi0N5186365_COMCheck.ctk Page 3 of 6 �61 S3OPE� ZEGON f er 1A'. BLS IExpires 12-31-19 I 0a3"4--""-e-----727€-.--N__--1 Section I # Rough-ln Electrical Inspection f Complies? ; Comments/Assumptions Sec#tian Final Inspection Complies? Comments/Assumptions & flex;.lD I (( & lie 1t)' 8,4.2 At least 50%of all 125 volt 15-and ❑Complies q' as rawi- 1_.- _. _.. _...._...._. STORE #: 8.7.1 Furnished as-built drawings for ❑Complies ]EL.1417 20-Amp receptacles are controlled by ❑Does Not [F116P electric power systems within 30 days ©Does Not O4O an automatic control device. of system acceptance. — ONot Observable (]Not Observable ONot Applicable ONot Applicable 9:4.1.1 Automatic controls to shut off all ❑Complies PROJECT: 8.7.2 Furnished O&M instructions for ❑Complies tE1,..11R building lighting. ❑Does Not [F11713 systems and equipment to the ❑Does Not ONot Observable .building owner or designated ONot Observable ONot Applicable representative. ONot Applicable MORPHE 9.4.1.2 Independent lighting controls installed ❑Complies 9,2.2.3 Interior installed lamp and fixture ❑Complies •See the interior Lighting fixture schedule for values [EL2]' per approved lighting plans and all Does Not (F118]' lighting power is consistent with what ©Does Not WASHINGTON A,A C u I wt/'�rO w' manual controls readily accessible and ❑Na[Observable is shown on the approved lighting ONot Observable YV ASH 1 V V 1Y visible to occupants. plans, demonstrating proposed watts ONot Applicable [Not Applicable are less than or equal to allowed Pp 9.4.1.3 Parking garage lighting is equipped ❑Complies watts. SQUARE [EL11P. with required lighting controls and ❑Does Not daylight transition zone lighting. Additional Comments/Assumptions: SPACE #B07 ONot Observable ONot Applicable 9585 SW WASHINGTON SQUARE RD. • 19.4.1.4 Primary sidelighted areas >=250 ft2 ❑Complies - TIGARD, OR 97223 (EL12]' are equipped with required lighting ©Does Not controls. ONot Observable ❑Not Applicable .9.4.1.5 Enclosed spaces with daylight area ❑Complies [EL13]' under skylights and rooftop monitors 0Does Not >900 ft2 are equipped with required lighting controls. ❑Not Observable ONot Applicable '9.4.1.6 Separate lighting control devices for ❑Complies M0036 [EL4]' specific uses installed per approved ❑Does Not A/E PROJECT NO.: lighting plans. ONot Observable DRAWN BY: ONot Applicable ALH 9.4,2 Exit signs do not exceed S watts per ❑Complies CHECKED BY: MTT [EL6j face. ODoes Not ONot Observable ISSUES AND k ONot Applicable 9.6.2 Additional interior lighting power ❑Complies 100% CHECKSET 10.22.2018 [EL81- allowed for special functions per the ❑Does Not approved lighting plans and is ONot Observable LL/PERMIT/BID 11.02.2018 automatically controlled and separated from general lighting. ONot Applicable Additional Comments/Assumptions: P 1. i .. 1 '!High Im act (Tier 1) T2 Medium Impact (Tier 21 Impact (Tier 3) 1 'High impact (Tier 1) 2 N4e[tium Impact (Tier 21 3 Low Impact (Tier 3)3 'Low • Project Title: Morphe Washington Square Report date: 10/11/18 Project Title: Morphe Washington Square Report date: 10/11/18 Project Title: Morphe Washington Square Report date: 10/11/18 Data filename: P:186365121_ELECICALCULATIONS186365_COMCheck.tck Page 4 of 6 Data filename: P:486365121_ELEC\CALCULATIONS186365_COMCheck.cck Page 5 of 6 Data filename: P:186365121_ELECiCALCULATIONS186365_COMCheck.cck Page 6 of 6 SHEET TITLE: LIGHTING ENERGY FORMS E500 ;'� � - � . STRUCTURAL STEEL NOTES SHOP DRAWING REVIEW AND SUBMITTAL NOTES • DESIGN DATA _ -__=_,______ -_-- _ --=±--- -_Al-_----=-----7-.,-4,-'--, _ 1. STRUCTURAL STEEL SHALL CONFORM TO AISC "SPECIFICATION FOR STRUCTURAL STEEL 1. REFER TO PROJECT SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS. 1. THE DESIGN OF THE STRUCTURE AND PARTS THEREOF IS IN ACCORDANCE WITH STATEMENT OF SPECIAL = - INSTRUCTIONS - - � j INSPECTIONS FOR STRUCTURAL ELEMENTS =___„_____ , = == = L= thoiiff! -1 "' INSPECTION OF FABRICATORS STATEMENT OF SPECIAL INSPECTIONS -_ - - 1. WHERE FABRICATION OF STRUCTURAL , LOAD-BEARING OR LATERAL LOAD-RESISTING MEMBERS OR 1. INFORMATION ON THIS SHEET IS BEING SUBMITTED IN ACCORDANCE WITH THE SPECIAL INSPECTIONS - _- -- _ ,..2_,-- --_,:-_=___-_---- ----- =--- - ASSEMBLIES IS BEING CONDUCTED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL PROVISIONS OF THE 2014 OSSC BASED ON THE 2012 INTERNATIONAL BUILDING CODE. THIS INFORMATION - _ _-- - - - = ,,;, - INSPECTIONS OF THE FABRICATED ITEMS SHALL BE PERFORMED DURING FABRICATION. CONSTITUTES THE SCHEDULE OF SPECIAL INSPECTIONS (SSI)REQUIRED FOR THIS PROJECT. 2. SPECIAL INSPECTIONS DURING FABRICATION ARE NOT REQUIRED WHERE THE FABRICATOR 2. THE OWNER OR THE OWNER'S AUTHORIZED AGENT, OTHER THAN THE CONTRACTOR, SHALL EMPLOY ONE MORPHE MAINTAINS APPROVED DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THAT PROVIDE OR MORE APPROVED AGENCIES TO PROVIDE SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION ON22 FOURTH STREET,4TH FLOOR SAN FRANCISCO,CALIFORNIA 94103 A BASIS FOR CONTROL OF THE WORKMANSHIP AND THE FABRICATOR'S ABILITY TO CONFORM TO THE TYPES OF WORK LISTED HEREIN. APPROVED CONSTRUCTION DOCUMENTS AND THIS CODE.APPROVAL SHALL BE BASED UPON REVIEW 3. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO OF FABRICATION AND QUALITY CONTROL PROCEDURES AND PERIODIC INSPECTION OF FABRICATION THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF PRACTICES BY THE BUILDING OFFICIAL. CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 3. SPECIAL INSPECTIONS DURING FABRICATION ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE 4. THE SPECIAL INSPECTOR SHALL FULLFILL THE FOLLOWING REPORT REQUIREMENTS: finnIfIx1ie1sPREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT a. SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. SPECIAL INSPECTION. APPROVAL SHALL BE BASED UPON REVIEW OF THE FABRICATOR'S WRITTEN AR CHITEC TS PROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC AUDITING OF FABRICATION b. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE PRACTICES BY AN APPROVED AGENCY. AT COMPLETION OF FABRICATION, THE APPROVED OWNER, THE GENERAL CONTRACTOR, THE STRUCTURAL ENGINEER, AND THE ARCHITECT. IN 2145 Ford Parkway, Suite 301 FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE OWNER OR THE OWNER'S ADDITION, REPORTS RELATED TO GEOTECHNICAL ISSUES SHALL BE DISTRIBUTED TO THE Saint Paul, Minnesota 55116 AUTHORIZED AGENT FOR SUBMITTAL TO THE BUILDING OFFICIAL AS SPECIFIED IN SECTION 1704.5 GEOTECHNICAL ENGINEER. WHEN TESTS OR INSPECTIONS INDICATE THAT THE WORK DOES NOT 651.690.5525 STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION COMPLY WITH THE CONSTRUCTION DOCUMENTS, THE SPECIAL INSPECTOR SHALL NOTIFY THE www.finn-daniels.com DUCUMENTS OWNER, CONTRACTOR, ARCHITECT AND STRUCTURAL ENGINEER BY PHONE ON THE DAY OF THE TEST OR INSPECTION AND SHALL FOLLOW THAT CALL WITH AN EXPEDITED WRITTEN REPORT WITHIN ONE BUSINESS DAY. ALL OTHER REPORTS SHALL BE SUBMITTED WITHIN 5 BUSINESS CONSULTANTS: DAYS OF THE EVENT DOCUMENTED. REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION c. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN DAVID M.GOODSON,P.E. CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. OR#47229 1. SPECIAL INSPECTIONS FOR STEEL ELEMENTS OF THE BUILDINGS AND STRUCTURES SHALL BE d. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR REF.#1815.097.010 AS REQUIRED IN THE FOLLOWING TABLE. CORRECTION. 12001 N.CENTRAL EXPRESSWAY,SUITE 2. SPECIAL INSPECTION FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE QUALITY e. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE DALLAS,TEXAS 75243 ASSURANCE INSPECTION REQUIREMENTS OF IBC 1705.2 AND AISC 360 (214)739-8100 FAX(214)739-6354 ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WITHIN ONE BUISINESS DAY. 0 w f. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY U m DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED BY THE SPECIAL INSPECTOR VERIFICATION AND INSPECTION z o O v REFERENCED IBC REFERENCE AT A POINT IN TIME AGREED UPON BY THE PERMIT APPLICANT AND THE BUILDING OFFICIAL PRIOR z 2 z a STANDARD TO THE START OF WORK. a °� g. THE SPECIAL INSPECTOR'S FINAL REPORT SHALL IDENTIFY THE FOLLOWING: 1) THE MATERIALS, SYSTEMS, COMPONENTS, AND WORK REQUIRED TO HAVE SPECIAL INSPECTION 1- NSPECTION OF WELDNG OR TESTING BY THE BUILDING OFFICIAL OR BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR EACH PORTION OF THE WORK. a. NSPECTK)N PRIOR TO WELDING AWS D1.1/D1.1M BC 1705.2 2) THE TYPE AND EXTENT OF EACH SPECIAL INSPECTION. X ARC:TABLE N5A-1 3) THE TYPE AND EXTENT OF EACH TEST. b. NSPECTKON DURNG WELDNG AWS D1.1/01.IM BC 1705.2 4) ADDITIONAL REQUIREMENTS FOR SPECIAL INSPECTION OR TESTING FOR SEISMIC OR WIND X RISC:TABLE N5.4-2 RESISTANCE AS SPECIFIED IN SECTIONS 1705.11, 1705.12 AND 1705.13. c. NSPECTION All ER WELDNG X AWS D1.17 D1.1M BC 1705.2 L WHERE SECTION 1705.12 OR 1705.13 SPECIFIES SPECIAL INSPECTION, TESTING OR QUALIFICATION AEC:TABLE N5.4-3 FOR SEISMIC RESISTANCE, THE STATEMENT OF SPECIAL INSPECTIONS SHALL IDENTIFY THE 2 NSPECTION OF BOEING DESIGNATED SEISMIC SYSTEMS AND SEISMIC FORCE-RESISTING SYSTEMS THAT ARE SUBJECT TO SPECIAL INSPECTIONS OR TESTS SEAL/SIGNATURE a. INSPECTION PRIOR TO BOLTING BC 17052 ii. WHERE SECTION 1705.11 SPECIFIES SPECIAL INSPECTION FOR WIND REQUIREEMENTS, THE ,:, X - ABC:TABLE N5.6-1 STATEMENT OF SPECIAL INSPECTIONS SHALL IDENTIFY THE MAIN WINDFORCE-RESISTING SYSTEMS AND WIND-RESISTING COMPONENTS SUBJECT TO SPECIAL INSPECTIONS. b. INSPECTION DURING BOEING BC 17052 5) FOR EACH TYPE OF SPECIAL INSPECTION, IDENTIFICATION AS TO WETHER IT WILL BE X - AISC:TABLE N5.6-2 CONTINUOUS SPECIAL INSPECTION, PERIODIC SPECIAL INSPECTION OR PERFORMED IN �`4 O I ' . c. NSPECTIONAFTER BOLTING BC 1705.2 ACCORDANCE WITH THE NOTATION USED IN THE REFERENCED STANDARD WHERE THE .% t%, ._ NI*„ X - ABC:TABLE N5.6-3 INSPECTIONS ARE DEFINED. I ' { THE REPORT SHALL BE SIGNED BY THE SPECIAL INSPECTOR. r'r ' 1 Ai 5. THE INSPECTIONS LISTED HEREIN ARE IN ADDITION TO THE INSPECTIONS TO BE PERFORMED BY THE t I '' t� INSPECTION OF STEEL ELEMENTS OF COMPOSITE BC 1705.2.2 V CONSTRUGTK3N X - ABC:TABLE N6.1 BUILDING OFFICIAL AND LISTED IN SECTION 110 OF THE IBC. R= 4/ -;. V 6. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION ON QUANTITY, FREQUENCY AND ' '', BC 1705.3.1,EC DETAILED INFORMATION ON TESTING, INSPECTION AND REPORTING. .::: 5- REINFORCING STEEL X AWS 01.4 1705.3.2 pW1-310-a.: Wu/19 ACI 318:CH.19 20 7. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL CONDUCT A PRE-CONSTRUCTION MEETING TO DISCUSS THE SPECIAL INSPECTION REQUIREMENTS WITH ALL INVOLVED PARTIES. 8. THE SPECIAL INSPECTIONS PROGRAM OUTLINED HEREIN, DOES NOT RELIEVE THE CONTRACTOR OR ANY OTHER ENTITY OF ANY CONTRACTUAL DUTIES, INCLUDING QUALITY CONTROL, QUALITY ASSURANCE, OR REQUIRED VERIFICATION AND INSPECTION OF LIGHT GAUGE METAL FRAMING SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, AND JOB SITE SAFETY. '1. SPECIAL INSPECTIONS FOR LIGHT GAUGE METAL FRAMING CONSTRUCTION SHALL BE 9. THE CONTRACTOR SHALL PAY FOR ENGINEERING SERVICES REQUIRED TO INVESTIGATE AND CORRECT AS REQUIRED IN THE FOLLOWING TABLE. WORK THAT DOES NOT CONFORM TO THE PROJECT DOCUMENTS OR IS FOUND DEFICIENT OR DEFECTIVE. t7 m VHRIRCATION AND INSPECTION z o o v REFMENCE) IBC REFERENCE PERMIT APPLICANT'S RESPONSIBILITIES P w z STANDARD 6 a 1. THE PERMIT APPLICANT SHALL SUBMIT THIS SHEET AS THE STATEMENT OF SPECIAL INSPECTIONS PREPARED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE AS A CONDITION STORE #: 040 1. SPECIAL INSPECTIONS OF THE FABRICATION FOR PERMIT ISSUANCE. • PROCESS OF FREFABRICA ILO LIGHT GAUGE x • METAL STRUCTURAL ELEMENTS AND ASSEMBLES 2. THE PERMIT APPLICANT SHALL LIST BELOW THE INDIVIDUALS, APPROVED AGENCIES OR FIRMS 2. SHEAR WALLS,FLOOR DIAPHRAGMS,AND ROOF x INTENDED TO BE RETAINED FOR CONDUCTING SUCH INSPECTIONS. PROJECT: DIAPHRAGMS: a STRUCTURAL STEEL a. THE SPECIAL INSPECTOR SHALL INSPECT THE WOOD OR GYPSUM PANEL SHEATHING TO MORPHE ASCERTAIN ViMETHER If IS OF THE GRADE x AND THICKNESS SHOWN ON THE APPROVED APPROVED WASHINGTON BULDING PIANS. name or firm name CONSTRUCTION 1705.2.4 b LIGHT GAUGE METAL FRAMING b. THE SPECIAL INSPECTOR SHALL VERFY THE DOCUMENTS NOMINAL SIZE OF FRAMING MEMBERS AT SQUARE ADJONNG PANEL EDGES,THE NAL OR STA FL E DIAMETER AND L ENGTH,THE NUMBER x SPACE #B07 OF FASTENER LNESAND THAT SPACING 9585 SW WASHINGTON SQUARE RD. BETWEEN FASTENERS N EACH LNEAND AT TIGARD, OR 97223 EDGE MARGINS AGREES WITH THE APPROVED 3. THE PERMIT APPLICANT SHALL OBTAIN ALL NECESSARY SIGNATURES INCLUDING CONTRACTOR BULDING PLANS. ACKNOWLEDGEMENT OF SPECIAL INSPECTION REQUIREMENTS. 3. THE SPECIAL INSPECTOR SHALL VERIFY STUD, x BEAM:AND POST SIZE,GAUGEAND ORIENTATION. CONTRACTOR'S ACKNOWLEDGEMENT OF RESPONSIBILITY FOR IMPLEMENTATION OF THE SPECIAL INSPECTIONS PLAN 1. AS PART OF THE SUBMITTAL FOR BUILDING PERMIT, THE GENERAL CONTRACTOR SHALL COMPLETE THE A/E PROJECT NO.: M0040 FOLLOWING FORM AS A WRITTEN STATEMENT OF RESPONSIBILITY. DRAWN BY: a. AS THE GENERAL CONTACTOR, WE ARE AWARE OF THE REQUIREMENTS FOR SPECIAL CHECKED BY: INSPECTIONS AS LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS. b. AS GENERAL CONTRACTOR, WE ACKNOWLEDGE THAT CONTROL MUST BE EXERCISED BY OUR - ISSUES AND REVISIONS: ORGAINIZATION TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL. WE ACKNOWLEDGE OUR RESPONSIBILITY TO DISTRIBUTE UP TD DATE 100%CHECKSET 10.15.2018 DOCUMENTS, INCLUDING PLANS, SPECIFICATIONS, ADDENDA, CHANGE ORDERS, RESPONSES TO LL/PERMIT/ BID 11.02.2018 REQUESTS FOR INFORMATION, ARCHITECTURAL SUPPLEMENTAL INSTRUCTIONS, SHOP DRAWINGS, ETC., TO ALL SUBCONTRACTORS AND TO THE SPECIAL INSPECTORS. WE ACKNOWLEDGE OUR RESPONSIBILITY FOR CALLING THE APPROPRIATE SPECIAL INSPECTORS AT APPROPRIATE TIMES TO FULLFILL THE REQUIREMENTS IN THE STATEMENT OF SPECIAL INSPECTIONS. c. AS GENERAL CONTRACTOR, WE HAVE DEVELOPED PLANS AND PROCEDURES FOR EXERCISING CONTROL WITHIN OUR ORGANIZATION, FOR THE METHOD AND FREQUENCY OF REPORTING AND FOR THE DISTRIBUTION OF THE REPORTS. d. THE FOLLOWING QUALIFIED INDIVIDUAL(S)WITHIN OUR FIRM WILL BE RESPONSIBLE FOR CONTROLLING THE PLAN, PROCEDURES AND PROCESS OF THE SPECIAL INSPECTIONS PLAN: Name Fbsition within Firm 2. THE GENERAL CONTRACTOR ACKNOWLEDGES OUR RESPONSIBLITIES AS STATED ABOVE. Name Position/Office within Firm date Firm Nary SHEET TITLE: SPECIAL INSPECTIONS S -002 �N A.,p-0,17..10-________., .__-____;7L---'• ' -rte- ' c sem-=__-��"`� -__��y ::::::-, - :17 { 27:717-77:-.. ., •T_- - -I _ ._- _-4- 1 - _. 1 ...p __-A. 4 _ 14 , _ MORPHE 22 FOURTH STREET,4TH FLOOR SAN FRANCISCO,CALIFORNIA 94103 1 i &indaniels ARCHITECTS 1 01111ell) 0 CO 2145 Ford Parkway, Suite 301 101 co © Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com I 1 1 I I I I CONSULTANTS: • • DAVID M.GOODSON, P.E. OR#47229 I I I I I I I REF.#1815.097.010 • 12001 N.CENTRAL EXPRESSWAY,SUITE 300 /b, DALLAS,TEXAS 75243 (214)739-8100 FAX(214)739-6354 - - - I - - — — — — — — - - - - - GRD • • • �I, i I I i I I I +►��` I l 5�+ • \ \ �C° • • I I I I I I •• •••• a • • • • • • • SEAL/SIGNATURE •• 3'-2" �FV I 1 i I I I I I FV / . • - r i (I:,..?. i ! z ' EC z , M t 1 o , • , >.. X K ��y4k 1, I I I I I N ,�-V. ._ t. " • W fn co :; • I I I I I• • M I I • • • • I I l I I I I s'- j • I I I I I I I 2/5-301 • H j --1 • • • STORE #: �� V I I I I I I •• • tis � \ 4A it • PROJECT: s._ I I i•, I I I I MORPHE • �� ;- �, ..e: . WASHINGTON • I _ I - - 41 - - - - t..+� r'`r FA FND 39 SQUARE - - u • e'�SsQ SPACE #B07 • • *� +� 9585 SW WASHINGTON SQUARE RD. +�.Q TIGARD, OR 97223 1 A/E PROJECT NO.: M0040 DRAWN BY: CHECKED BY: ISSUES AND REVISIONS: • 100%CHECKSET 10.15.2018 a/PERMIT/BID 11.02.2018 , ry FLOOR PLANPLAN NOTES: •SCALE: 1/4"= 1'-0" 1. FIELD VERIFY CLEARANCES AND LOCATION OF STEEL PRIOR TO FABRICATION. ....) DIMENSIONS SHOWN WERE USED FOR DESIGN NOTIFY ENGINEER IF FIELD CONSTRUCTION REQUIRES ALTERNATE COLUMN LOCATIONS i SHEET TITLE: FLOOR PLAN { I of ned it1, ai- � 7F. . .. cry-,...r..-.00-_.- -"--_ -_,__----------- ----- ,� � Ali-0114UP-11:1F4 -___, 1 1/2TYP : - ' Al 4 - 1/2" DIA HILTI HDI Is-- 362S162-43 @ 32" OC I (E) MALL BULK HEAD AND = - - — DROP IN ANCHORCNI BRACING TO REMAIN — _ o WI 2" EMBEDMENT i `° a_ PROVIDE 4- NO8 �" ATTACH WALL STUD TO SCREWS @ EA STUD -- ___.-- - CONNECT TO FACE OF TUBE M '—' MORPHE 22 FOURTH STREET,4TH FLOOR - SIDE OF HSS W/HILTI TO STUD CONNX W12- NO 12 SCREWS o oj N SAN FRAIVGISCO,CALIFORNIA 84103 \� X-U PAF @ 12" OC—TYP I 0 - CONNECT TO TOP OF 6005162-43 @ 16" OC 5" (, 5" 7.2%.*%.'N.N,-„N 5/8" PL `� BEAM W/2- NO 12 ` ... :, •,M.nadr ,.. ;�...-:,.: ^.^-... ?— y-_u.r�—^�i�t1e'---urn d.vn7^�.lrrar -�. n•w-vr^---nrrumrr 't SCREWS + + + + + + _i ± +1 _ + BP - 1 + + 1 ++ 7.6()( H , rinn.&Dias T AR CHI T EC TS + 2145 Ford Parkway, Suite 301 .1, 3625162-43 @ 16" OC 1/4 V _ _ � + Saint Paul, Minnesota 55116 362T150-54 III 651.690.5525 ci CONNECT TO FACE OF + + + + -"` + + + — — — — www.finn-daniels.com 1 1/2 TYP + + +' —. + + + + ' TUBE W/2-NO 12 N / 5/8" PL SCREWS + + 7+ + + - P + + o ++ ++ -;�,�, I ! + + ( �— , CONSULTANTS: N� 3 - 1/2" DIA H I LTI -_- __ HDI DROP IN , DAVID M.GOODSON,P.E. I` ANCHOR W/2" o -*� ! OR#47229 �� EMBEDMENT __....._._.....___._...._ _ „i / REF.#1815.097.010 2 1/2"-,x 7 1/2" , \ / `! 1\ I I 12001 N.CENTRAL EXPRESSWAY,SUITE 300 / i CONNECT TRACK TO TRACKDALLAS,TEXAS 75243 / `! W/ NO 8 SCREWS @ 8" OC I I / (214)739$100 FAX(214)7398354 BP - 2 COORD ORIENTATION / \ j l A TO FIT INSIDE WALLS 3625S162-43 @ 16" OC COORD W/ PLAN TYP UNO / \ f/ / , j I 03 DETAIL ; 362T150-54 CONNECT TO / I' ; /// RECEIVED HSS W/2- HILTI X-U PAF i \\ / OR 2- NO 12 SCREWS 1 i L3x3x3/8 , /f DEC 6 2018 / / , l ITS O TIGARD \ /1 / BUILDING DIVISION . 1/4 CAP PL \ / \ / 1 \ j \ ' { ATTACH HORIZ STUD TO f j \ ,/ i POST W/2-NO 12 SCREWS , SEAL/SIGNATURE TO TOP OF BEAM j` WT 6x0.5 \ / WI 1-NO 12 SCREW I • ! TYP I I \ , i 3/16 V i / i \ 1'fOtF "Ii* \ �''~ J /3/16 V ta,37s 1\ . i , i V \ i I I 1 1 Vi � D EEC' �t II j L4x4x1/4 BETWEEN j f �'9 '4,20, q.``A `+ VStinPOSTS I I ` /� ! X1641 GO A/, / // \ 1 DIAG L3x3 BRACING ~� -ji ---1- :, \ , ' % i j' \ I 'a PL 3/8x6x0'-8" EA SIDE ! / \ 1 ~- / \ f L i -L3x3x1/4x0'-3" / \ L3x3x3/8 1/ \ NOTE: LOCATE BRACESi1 \� ! / O INTERIOR OF �' 1 \ , / \ , -,,._ `` PILASTER VOID / 04 DETAIL ;' • � 1 \i 1 / \ A/ \ j j \ EXISTING CONC STORE#: EXISTING SLAB / SLAB ON GRADE `\ 040 ON GRADE 1 / \ / PROJECT: Ri" EXIST SLAB NEW SLAB t l \ / I\l SET ELEVATION OF NEW / I I ; MORPH E SLAB TO MATCH EXISTING #3x 2'-0" @ 16 OC ;:i ( ;\ WASHINGTON DRILL 6" INTO EXIST / \t ' ' & SET W/ HILTI HIT NEW SOG - REINF W/ I 'j ( !I HY200 MAX #3 @ 14" OC EW CHAIRED @ / //' SQUARE ADHESIVE PER MFR MID DEPTH // //// ,� r// /`� // SPACE #B07 REC ; //////' % //// /// / / 9577 SW WASHINGTON SQUARE RD. / TIGARD, OR 97223 _ I PREPARE SUBGRADE PER GEOTECHNICAL TESTING ENGINEER A/E PROJECT NO.: M0040 REC DRAWN BY: 05 SECTIONELEVATION CHECKED BY: 02 SECTION � 1 ISSUES AND REVISIONS; 100%CHECKSET 10.15.2018 LL/PERMIT/BID 11.02.2018 A\PERMIT/LL/TENANT REV 12.20.2018 SHELVING UNIT • POST NOTE. -- � PROVIDE #12 WIRE CONNECTION PER HANGERS @ 48 EA WAY COMPRESSION STRUT- BACK TO BACK SHELVING MFR. + WITHIN 6" OC WALLS - 6005200-54 MTL STUDS. CONNECT TYPICAL TOGETHERNO. 12" OC (MAX LENGTH9SCREWS jREWS @ ANCHOR CLIP BY . . / SHELVING MFR. , EXIST. CONC. SLAB /- __L #12 HANGER WIRE @ 12'-0" OC MAX ,�, / VERT. +4 DIRECTIONS DIAG. PROVIDE - N. /7 / • MIN 3 TIGHT TURNS @ ENDS si //// / / / / // '///,/,7, ` 114" DIA, HILTI KWIK GYP. BD CEILING HUS-EZ W/ 2 1/2" EMBED AT EA. POST LOCATION. REFER TO ARCH DETAILS FOR (ESR-3027) ADDITIONAL INFO. SHEET TITLE: SECTIONS & - 06 SHELVING ANCHORAGE 0 TAILS DE N.T.S. 07 CEILING BRACING PANEL N.T.S. SCALE 3/4" = 1'-0" TYP UNO 1 5 - 301 I