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Plans (13) BU P2018-00329 GENERAL NOTES LANDLORD PLAN REVIEW COMMENTS VICINITY MAP MALL KEY PLAN MORPHE r 1. THE COMPLETE CONSTRUCTION DOCUMENT SET IS INCLUSIVE OF THE DRAWING SHEETS LISTED IN THE 1. MUST COORDINATE ALL DUMPSTER/TRASH REMOVAL ACTIVITIES WITH ROGER OTT, OPERATIONS SPACE#B07 DISTANCE TO LANDLORD'S DRAWING INDEX, THE TENANT INVITATION TO BID PACKAGE, AND ALL MALL CONSTRUCTION MANAGER-CONTACT roger.ott@macerich.com OR 503-639-8865. TELECOMM. DISTRIBUTION REQUIREMENTS. AREA: ±40 LF AND UP (1) JCPenney LEVEL FROM SPACE 2. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD 2. THESE PLANS SHOULD BE FORWARDED TO THE AWARDED GENERAL CONTRACTOR TO BE ON-SITE AT " PaOrss ��` 1 (VERIFY IN CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN (CONFIRM THESE FIELD ALL TIMES. �,� = ' ®�`� FIELD PRIOR TO BID) ) CONDITIONS PRIOR TO SUBMITTING BID PROPOSAL). ANY CONFLICTS OR OMISSIONS, ETC., SHALL BE °La e, ' �[ ,;_.' ® •• A , All. ( it P I-1 14] IMMEDIATELY REPORTED TO THE TENANT PROJECT MANAGER &ARCHITECT FOR CLARIFICATION PRIOR 3. TENANT'S CONTRACTOR MUST REPAIR ANY/ALL LANDLORD PROPERTY DAMAGED DURING T.I.WORK nw. - IN !. DISTANCE TO LANDLORD'S AND COMPLETE LANDLORD'S PUNCHLIST AS DIRECTED BY LANDLORD'S REPRESENTATIVE. ,a E,z,�:<< €e ", °° -.' • - `I'� TO THE PERFORMANCE OF ANY WORK IN QUESTION. 9P Cc n y p '; ELECTRICAL DISTRIBUTION N°`d `°'ba`k �''ve+ T I0 AREA: ±40 LF AND UP (1) 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR PAYING FOR AND PROCURING BUILDING PERMITS 4. TENANT'S CONTRACTOR MUST CONTRACT WITH MALL'S REQUIRED VENDORS SEE CRITERIA FOR INFO. C'�=" �'Aa°� DICK'S (INCLUDING SUBCONTRACTORS, HVAC, ELECTRICAL, PLUMBING, ETC.). s` �;y cNr SPORTING --- E,r • LEVEL FROM SPACE (VERIFY IN 4. SUBMIT A SPECIFIC CONSTRUCTION SCHEDULE AND A SCHEDULE OF REQUIRED SUBMITTALS TO THE 5. PRIOR TO SAW CUTTING OR PENETRATING THE EXISTING SLAB,VERIFY LOCATION WITH ON-SITE ;, .n, GOODS _ L FIELD PRIOR TO BID) PROJECT MANAGER WITHIN SEVEN DAYS AFTER THE AWARD OF THE CONTRACT. LANDLORD REPRESENTATIVE. TENANT'S CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO - - g., EXISTING MALL UTILITY CONDUITS. s 'T+htCnecsacr rgcu,. 1 d -- _,- _� 5. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR H ., ".... . "' • Wast;rst�ton aquae d° a"a .mean "..._ h---�,_,..,.-..,.....,. F . NOT IN CONTRACT, CONTRACTOR SHALL BE RESPONSIBLE FOR LOSS AND/OR DAMAGE TO THESE ITEMS. 6. TENANT GENERAL CONTRACTOR MUST PROTECT MALL TILE FLOOR BETWEEN BARRICADE AND " "�' 4 _ �3- "e: ...mss - • • _ _ 6. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT STOREFRONT. ANY DAMAGE OCCURRED DURING CONSTRUCTION MUST BE REPLACED AT TENANTSAI 0 R P H E -,,,,,,,,, ) _ x� _ s '�`�": MORPHE EXPENSE. 4‘1 '""`' ! 22 FOURTH STREET,4TH FLOOR LIGHTING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES y - -• a Crxec:entGroax i q ; ,} ,; �` SAN FRANCISCO,CALIFORNIA 94103 AND ORDINANCES. `h � 4 cc!urtervaMausaaeumv �� s? �� rl r.( f �t e� i 7. NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE THE ROOF DECK' t `I �` I I I 7. DURING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ADJACENT AND ABOVE. YOU ARE REQUIRED TO FRAME, BRACE AND/OR SUSPEND, AS NEEDED,TO/FROM THE TOP e . i 2 • 6 NEIGHBORING TENANTS. �" 4„•ng° .- . MACY'S l , CHORD OF JOISTS OR STRUCTURAL STEEL WHICH EXIST ABOVE YOUR RESPECTIVE TENANT SPACE. I r A �-+ , , , a i It I i8. 'TYP.' SHOULD MEAN THATTHE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS `� _ ' I1I!' --� THROUGHOUT. UNLESS OTHERWISE NOTED, DETAILS ARE USUALLY KEYED AND NOTED 'TYP.'ONLY 8. A WATER SHUT OFF VALVE MUST BE INSTALLED AT EYE LEVEL, USING A BALL-TYPE VALVE,AND CLEARLY STORE #040 € finn daniels 6)- ONCE WHEN THEY FIRST OCCUR. LABELED "WATER SHUT-OFF VALVE". PROVIDE A FLOOR DRAIN IN TOILET ROOM. ' 111 5 NORDSTROM r 9. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE WASHINGTON SQUARE Y�" „` ". 9. SIGNAGE MUST BE SUBMITTED UNDER A SEPARATE COVER FOR LANDLORD REVIEW AND APPROVAL. "� �� A R C H I T E C T S CONTRACTOR SHALL ALERT THE TENANT PROJECT MANAGER AND THE ARCHITECT OF ANY GROSS n 1 ' E ,�1 -- 1.i " " n�Pw; a • a e� t,, - ' - 2145 Ford Parkway, Suite 301 1 • INCONSISTENCIES BETWEEN SCALED DIMENSIONS AND WRITTEN DIMENSIONS. SPACE #: B07 4 .7° 10. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT DIMENSIONS 9577 .W WASHINGTON SQUARE RD. `4 � �¢""r - � Saint Paul, Minnesota 55116 I =� p 651.690.5525 AND NUMBER OF ITEMS PROVIDED. UPON DISCOVERY OF DISCREPANCIES BETWEEN ARCHITECTURAL TIGARD, OR 97223 ' ,i DRAWINGS AND ENGINEERING DRAWINGS,THE GENERAL CONTRACTOR SHALL NOTIFY THE TENANT www.finn-daniels.com PROJECT MANAGER IMMEDIATELY. M .. WASHINGTON SQUARE / `. DISTANCE TO 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 L PUBLIC RESTROOMS: ti) CONSULTANTS: 12. VERTICAL DIMENSIONS ARE FROM THE TOP OF FLOOR FINISH, ESTABLISHED BY THE CONTRACTOR 12) ±210 LF FROM SPACE SUBJECT TO THE APPROVAL OF THE TENANT OR ARCHITECT, UNLESS OTHERWISE NOTED. 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+/-. 1 14. DO NOT SUBSTITUTE, REVISE, OR CHANGE THE WORK WITHOUT THE WRITTEN CONSENT OF THE TENANT PROJECT MANAGER. 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, TEMPORARY STORAGE, LOADING DOCKS, BUILDING KEYING SYSTEMS, ETC. PROVIDE NECESSARY REVISION BARRICADES, LIGHTING, SIGNAGE, AND GUARDRAILS AS REQUIRED BY OWNER AND/OR APPLICABLE APPLICABLE CODES EDITION AREA OCCUPANT OCCUPANT LANDLORD: THE MACERICH COMPANY OWNER/ MORPHS, LLC ARCH ITECTU RAL 0 RECEIVED 11 CI lED 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 BUILDING CODE: OREGON STRUCTURAL SPECIALTY CODE 2014 PHOENIX, AX 85028 SAN FRANCISCO, CA A000 PROJECT INFORMATION 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 JAN 1 v 2019 PATCHING, RESTORING, REPAIRING AND THE LIKE NECESSARY TO COMPLETE THE WORK AND RESTORE PLUMBING CODE: OREGON PLUMBING SPECIALTY CODE 2014FAX: N/A FAX: N/A A010 RESPONSIBILITY SCHEDULE V ANY DAMAGED SURFACES RESULTING FROM THE WORK TO THEIR ORIGINAL CONDITION. ALL ROOF (INCLUDING SALES AREA CONTACT: CHARLIE SIROKMAN CONTACT: SAMANTHA SHIELDS CITY OF TIGARD ELECTRICAL CODE: OREGON ELECTRICAL SPECIALTY CODE 2014 AND ENTRY) 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.shields@morphe.com BUILDING DIVISION ROOF WARRANTIES WITH LANDLORD AND INCLUDE IN CONTRACT. FIRE CODE: OREGON FIRE CODE 2014 A030 EGRESS PLAN ENERGY CODE: OREGON ENERGY EFFICIENCY SPECIALTY CODE 2014 17. IN THE EVENT HAZARDOUS MATERIALS ARE ENCOUNTERED ON THE PREMISES DURING THE EXECUTION ACCESSIBILITY CODE: ADA/ANSI 2009 2. STUDIO: 287 15 20 A100 DEMOLITION PLAN • OF THE WORK, NOTIFY THE TENANT AND LANDLORD IMMEDIATELY BEFORE PROCEEDING WITH THE r_: WORK. ARCHITECT: FINN DANIELS ARCHITECTS MEP GAUSMAN & MOORE A200 FLOOR PLAN V Ir ,p. ,, . 18. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR OCCUPANCY USE GROUP: M 2145 FORD PARKWAY,SUITE 301 ENGINEER: 700 ROSEDALE TOWER A210 FINISH PLAN //15• 1(4 4_,2-A/10BC WITHIN 75'TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING DURING CONSTRUCTION. 3. BACK OF HOUSE: 1,528 300 6 SAINT PAUL, MN 55116 1700 HIGHWAY 36 WEST 1 BUILDING CONSTRUCTION TYPE: II-N (INCLUDING TOILET ROOM, TEL: 651.888.6893 SAINT PAUL, MN 55113 A220 FIXTURE PLAN V 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 OFFICE, AND REAR DOOR ALCOVE) A230 FIXTURE OUTLET LOCATION PLAN WORK. CONTACT: KELSEY IRLBECK FAX: N/A 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 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 REMOVED FROM THE SITE PROMPTLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR TOTAL OCCUPANT LOAD: 142 A400 SALES AREA INTERIOR ELEVATIONS V SEAL/SIGNATURE REMOVAL AND DISPOSAL OF ALL TRASH, INCLUDING OWNER-FURNISHED ITEMS AND TRASH A410 BACK OF HOUSE INTERIOR ELEVATIONS V GENERATED BY OWNER'S CONTRACTORS FOR THE DURATION OF THE PROJECT. QUANTITY OF EXITS REQUIRED: 2 4. GROSS AREA: 5,280 142 STRUCTURAL:RLG CONSULTING ENGINEERS (1 + 2+3) 1200 N. CENTRAL EXPRESSWAY,SUITE 300 A5A5o0 STOREFRONT SECTIONS0 STOREFRONT ND ELEVATION Q D 21. G.C. TO PROVIDE DRAWINGS AND INSTALL AN AS-BUILT DWG.TUBE. PROVIDE PERMANENT LABEL ON DALLAS, TX 75243 ED A TUBE AND NOTE ON DWG: "DRAWINGS, DO NOT DISCARD OR REMOVE" G.C.TO PROVIDE ARCHITECT SEISMIC ZONE: 3 TEL: 214.382.5715 V C.,� L. W/COPY OF MARK UP CONSTRUCTION SET FOR ARCHIVING PURPOSES. FAX: N/A A520 STOREFRONT DETAILS '4/j C5 REBECCA L. C SEPARATE PERMITS: CONTACT: DAVID BARRETT - 22. ALL DELIVERIES ARE TO THE LOADING DOCK OR EQUIVALENT. ANY COSTS ASSOCIATED WITH THE EMAIL: dbarrett@rlginc.com A530 SIGNAGE AND BARRICADE DETAILS OLSON „„3 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 REVIEW AND APPROVAL IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES PRIOR TO A610 DOOR SCHEDULES AND DETAILS I4 License#6696 INSTALLATION. 1?, A620 FIXTURE DETAILS 2. FIRE SPRINKLER SYSTEM AND/OR FIRE ALARM SYSTEM ARE NOT WITHIN THE SCOPE OF THIS PERMIT& A700 TOILET ROOM PLAN, ELEVATION, AND DETAILS v OFk/ 14461 O 4 iik, SHALL BE A DEFERRED SUBMITTAL UNDER SEPARATE PERMIT. SUBCONTRACTOR(S) RESPONSIBLE FOR SAID WORK SHALL SUBMIT DRAWINGS&CALCULATIONS TO LOCAL JURISDICTION FOR REVIEW AND A800 SPECIFICATIONS APPROVAL PRIOR TO INSTALLATION. A801 SPECIFICATIONS I/ REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION REFER TO SHEET A030 FOR ADDITIONAL INFORMATION REFER TO SHEET A030 FOR ADDITIONAL INFORMATION • ABBREVIATIONS VENDOR LIST °FFicEcopy VENDOR CATEGORY COMPANY ADDRESS CONTACT PHONE EMAIL A F M S BARRICADE VENDOR BOSTON BARRICADE COMPANY VER B STREET CARLA R. DIBENEDETTO 772.257.7156 cdibenedetto@bostonbarricade.com A.F.F. ABOVE FINISHED FLOOR FC. BRK. FACE BRICK MFR. MANUFACTURER S.N.D. SANITARY NAPKIN DISPOSAL VERO BEACH, FL 32960 A.F.G. ABOVE FINISHED GRADE F.O.F. FACE OF FINISH MFR. REC. MANUFACTURER RECOMMENDED SCHED. SCHEDULE STORE #: 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.O.S. FACE OF STUDS MAIL. 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 BHT. SHEET LIGHTING VENDOR CAPITOL LIGHT SAN FRANCISCO, CA 94110 ANDRE LUCERO 415.314.6201 andre.lucerot@capitoIlight.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. / E LEC./ PLM B. REDMOND, WA 98052 LEANNE LAVERS Ilavere@playnetwork.com MORPHE 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 HEMISPHERE DESIGN & 25215 RYE CANNON RD. MP000 MECHANICAL AND PLUMBING SPECIFICATIONS MILLWORK/FIXTURE VENDOR SHARI LAMBRETON 661.294.9500 shari_lambreton@hemisphere-dm.com A.D.A. AMERICANS WITH DISABILITIES ACT F.E.C. FIRE EXTINGUISHER CABINET MIN. MINIMUM S.S. SOLID SURFACE MANUFACTURING VALENCIA, CA 91355 MP001 MECH.AND PLUMB. RESPONSIBILITY SCHED. & MECH. SYMBOLS WASHINGTON 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 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@retailnext.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@protectionl.com M200 MECHANICAL SCHEDULES & DETAILS V B FLR. FLOOR N SQ. SQUARE SOLUTIONS IRVING,TX 75063 HANNAH COOK 214.277.7212 hannahcook@adt.com M300 MECHANICAL COMCHECK FORMS A SPACE #B07 F.D. FLOOR DRAIN S.F. SQUARE FOOT SIGNTECH ELECTRICAL ADVERTISING, 4444 FEDERAL BOULEVARD BSMT. BASEMENT FS FLOOR SINK N.P. NEUTRAL PIER S.STL. STAINLESS STEEL SIGN VENDOR INC. SAN DIEGO, CA 92102 JESSICA WELLS 619.527.6100 x137 jwells@signtech.com P100 PLUMBING PLANS TYP. 9577 .W WASHINGTON SQUARE RD BM. BEAM FLG. FLOORING (N) NEW STD. STANDARD ALL TIGARD, OR 97223 BRG. BEARING NOM. NOMINAL PO BOX 498- 292 BURNHAM INTERVALE RD. P200 PLUMBING SCHEDULES AND DETAILS FLUOR. FLUORESCENT STL. STEEL STOCKROOM SHELVING VENDOR EXACALIBUR WOOD PRODUCTS DAVID PRIMEAU 561.328.8863 d.primeau@comcast.net SHEET` BTWN. BETWEEN N/A NOT APPLICABLE CONTOOCOOK, NH 03229 FT. FOOT/FEET STOR. STORAGE BITUM BITUMINOUS N.I.C. NOT IN CONTRACT 100 NEWPORT AVENUE EXT. FTG. FOOTING STRUCT. STRUCTURAL LOW VOLTAGE VENDOR GRANITE COMMUNICATIONS JEFF SHIELDS 617.837.5255 jeshields@granitenet.com BLKG. BLOCKING N.T.S. NOT TO SCALE QUINCY, MA 02171 E000 ELECTRICAL SPECIFICATIONS FDTN. FOUNDATION SUSP. SUSPENDED 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 V C G TEL. TELEPHONE 1I A/E PROJECT NO.: O.C. ON CENTER E200 LIGHTING PLAN M0040 OPNG. OPENING TEMP. TEMPERED CAB. CABINET GALV. GALVANIZED Opp, OPPOSITE E300 LIGHT FIXTURE SCHEDULE & LIGHTING CONTROL DIAGRAM V GJF THK. THICK DRAWN BY: CPT. CARPET GA. GAUGE O.A. OUTSIDE DIAMETER/DIMENSION THRU THROUGH E400 ELECTRICAL SCHEDULES, DETAILS, & POWER RISER DIAGRAM G.C.CLG. CEILING GL. GLASS GENERAL CONTRACTOR O.F.S. OUTSIDE FACE OF STUDS T.B.D. TO BE DETERMINED CHECKED BY: KDI / DRM / RLO CTR. CENTER 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: G.B. GRAB BAR CL CENTERLINE OH. OVERHEAD T&G TONGUE & GROOVE C.T. CERAMIC TILE GYP. BD. GYPSUM BOARD T.O. TOP OF 100% CHECKSET 10.15.2018 CLASS. CLASSIFICATION H P T.O.B. TOP OF BEAM C.O. CLEAN OUT PT. PAINT LL/PERMIT/BID 11.02.2018 T.O.C. TOP OF CONCRETE PERMIT/LL/TENANT REV. 12.20.2018 CLR. CLEAR HDCP. HANDICAP PR. PAIR T.O.F. TOP OF FLOOR/FOOTING 1 COL. COLUMN HDW. HARDWARE T.O.FDN. TOP OF FOUNDATION CONC. CONCRETE HVAC HEATING, VENTILATION AND AIR P.T.D. PAPER TOWEL DISPENSER C.M.U. CONCRETE MASONRY UNIT CONDITIONING PAR. PARALLEL T.O.J. TOP OF JOIST R 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 PART. PARTIAL T.O.S. TOP OF SLAB/STEEL CONT. CONTINUOUS H.C. HOLLOW CORE PART. BD. PARTICLE BOARD T.O.T. TOP OF TRUSS C.J. CONTROL JOINT H.M. HOLLOW METAL PTH. PARTITION T.O.W. TOP OF WALL DETAIL TITLE ELEVATION MARK KEYNOTE ID PARTITION TYPE COORD. COORDINATE HORIZ. HORIZONTAL P.LAM. PLASTIC LAMINATE T. TREAD -1 I I --11 CFLG. COUNTERFLASHING HR. HOUR PL PLATE TRTD. TREATED LOCATION X �) T.D. TRENCH DRAIN X TITLE O DI PLEX. PLEXIGLASS TYP. TYPICAL EL.=XXX'-X" PARTITION STUD SIZE PLYWD. PLYWOOD AXXX SCALE DMSG. DEMISING INC. INCANDESCENT PVC POLYVINYL CHLORIDE TYPE 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 DTL. DETAIL I.D. INSIDE DIAMETER/DIMENSION P/C PRECAST URN. URINAL ELEVATION CO DIA. DIAMETER INSUL. INSULATION PREFIN. PREFINISHED I I I 5-001 GENERAL NOTES DIM. DIMENSION INT. INTERIOR PRELIM. PRELIMINARY V0 V I I I DIR. DIRECTION ISO. ISOCYANURATE P.T. PRESSURE TREATED A I I 1 S-002 SPECIAL INSPECTIONS DW DISHWASHER P.M. PROJECT MANAGER VAN. VANITY © DETAIL NUMBER I5-201 FLOOR PLAN I I I I ' " '" DR. DOOR J V.B. VAPOR BARRIER/VINYL BASE ` AXXX SHEET NUMBER REVISION ID EQUIPMENT ID OFFICE COPY DBL.. DOUBLE - Q VAR. VARIES "I C.M.U. (EL.) LUMBER SUBSTRATE S-301 SECTIONS & DETAILS V DN. DOWN JST. JOIST - VFY. VERIFYCEO ............................................................... .... D.S. DOWNSPOUT JT. JOINT QT. QUARRY TILE V.I.F. VERIFY IN FIELD DWG. DRAWING VERT. VERTICAL SECTION / 13 upao! S- Q 0 3 a ci D.F. DRINKING FOUNTAIN L R V.C.T. VINYL COMPOSITION TILE / LAM. LAMINATE R. RADIUS/RISER V.C. VOLUME CONTROL / E LOG. LANDING R.W.L. RAIN WATER LEADER f , EA. EACH LL. LANDLORD RECP. RECEPTACLE W © DETAIL NUMBER ROOM ID FURNITURE ID City of Tigard LAVATORY REC. RECESSED AXXX SHEET NUMBER WOOD PANELING STEEL CONCRETE ESMT. EASEMENT LAV. W.C. WATER CLOSET/WALL COVERING Approved PlaI"Is SHEET TITLE: L.L. LEASE LINE REF. REFERENCE/REFRIGERATOR WT. WEIGHT XXXX ROOM NAME XX B n ,. PROJECT ELEC. ELECTRIC(AL) L. LENGTH/LONG R.C.P. REFLECTED CEILING PLAN SQ. FT.: XXXX ROOM SQ. FT. EL. ELEVATIONW.W.F. WELDED WIRE FABRIC ELEV. ELEVATOR LTG. LIGHTING REINF. REINFORCED W.W.M. WELDED WIRE MESH EMER. EMERGENCY LIN. LINEAR REBAR REINFORCING STEEL BARS W. WIDE/WIDTH DETAIL XXXX XXXX XXXX FLOOR FINISH EQ. EQUAL REQ D. REQUIRED WDW. WINDOW XXXX XXXX XXXX BASE FINISH INFORMATION EQUIP. EQUIPMENT RESIL. RESILIENT W/ WITH © XXXX XXXX XXXX WALL FINISH FINISH ID REVISION EPDM ETHYLENE/ PROPYLENE/DIENE/ REV. REVISION/REVERSE W/O WITHOUT DETAIL NUMBER XXXX XXXX XXXX CEILING FINISH 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 OFFICE EXT. EXTERIOR RM. ROOM ..CO E.I.F.S. EXTERIOR INSULATION AND FINISH R.Q. ROUGH OPENING SYSTEM p 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 • • - Al (1) It 1-' 1i 1E ; 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 B1D 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 • • -- 1 TEMPORARY HEAT • • -- LIGHT BOX • • G.C. TO INSTALL FABRIC GRAPHICSfinn danieliS TEMPORARY ELECTRICAL • • -- CASH REGISTERS AND EQUIPMENT • • -- -- -- 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.com 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 • • -- A CLEAN UP/SUBCONTRACTORS • • RESPONSIBLE FOR CLEAN UP AND REMOVAL OF OWN CONSTRUCTION WASTE ACOUSTICAL PANELS • • -- CEILING ASSEMBLY • • SEE SHEET A300 FOR ADDITIONAL INFORMATION AGED ARc CONCRETE SLAB • -- PIN MOUNTED SIGNAGE • • G.C.TO FURNISH / INSTALL CONCEALED FRT BLOCKING AS REQUIRED. ACCESSORIES • • -- C5 REBECCA L. ,ce' � OLSON DEMOLITION • • COORDINATE EXTENTS WITH BALANCE OF CONSTRUCTION DOCUMENTS , TV MONITOR • -- SHELVING • • • WATERPROOF MEMBRANE • • SAINT PAUL,MN _ CONCRETE SLAB PREPARATION • • INCLUDING PATCH, REPAIR, SAWCUTS, CORE, CHANNELING, AND FLOOR LEVELING FURNITURE • • -- , License#6696 DEMISING WALL STUDS • -- CURTAIN AND ROD • G.C.TO FURNISH/INSTALL CONCEALED FRT BLOCKING AS REQUIRED. �'' OF6 I, . DEMISING WALL GYP. BD. • PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING AND FOR FINISH LEVEL AS NOTED CEILING MOUNTED BACKDROP • G.C.TO FURNISH/INSTALL CONCEALED FRT BLOCKING AS REQUIRED. -- -- vfoiej6 ) CONTROL OR EXPANSION JOINTS IN FLOOR, WALLS -- -- -- AND/OR CEILINGS • • AS REQUIRED OPAQUE DOOR GRAPHICS • • METAL STUD FRAMING • • • SEE SHEET A100, A200,AND A300 FOR ADDITIONAL INFORMATION. WALL GRAPHICS • • -- -- -- - - 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 -- -- -- UNISTRUT AND ALL RELATED COMPONENTS • • -- -- -- -- -- PROJECT: SEALANTS AND CAULKING • • -- -- -- -- FIREPROOFING/FIRE CAULK • • -- -- -- MORPHS FLOORING TRANSITIONS STRIPS/FLOOR SCREEDS • I -- -- -- -- WASHINGTON __ -- -- -- -- -- SQUARE -- -- -- -- -- SPACE #B07 E FURNISH INSTALL NA REMARKS E FURNISH INSTALL NA REMARKS E FURNISH INSTALL NA REMARKS 9577 SW WASHINGTON SQUARE RD TIGARD, OR 97223 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 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 SHEETA300 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 CONSTRUCTION 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 • • -- SITE WINDOW GLAZING • • -- MICROWAVE/REFRIGERATOR • • -- LIEN WAIVERS • • -- ISSUES AND REVISIONS: 1 ENTRY DOORS, HARDWARE AND ALL RELATEDMULTI PORT USB CHARGER •• -- PROJECT COMPLETION PAPERWORK • • G.C. TO COORDINATE WITH TENANT 100% CHECKSET 10.15.2018 COMPONENTS SLIDING SECURITY GRILLE AND ALL ASSOCIATEDLL/PERMIT BID 11.02.2018 • -- FIRST AID KIT • • -- -- COMPONENTS iPERMIT/LL/TENANT REV. 12.20.2018 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. e5‘:::3 THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONTRAST WITH ITS 18" MIN. CLR. ON 3b" MIN. CLR. ON TWO HINGED TWO HINGED TWO HINGED PULL SIDE OF DOOR PULL SIDE OF DOOR 24" MIN. CLR. ON BACKGROUND WITH EITHER A LIGHT SYMBOL ON A DARK BACKGROUND OR A DARK o� w DOORS IN SERIES DOORS IN SERIES DOORS IN SERIES SYMBOL ON A LIGHT BACKGROUND. 10"rte / 30" 10"� 30" 10"-24" 30" i_ �I u p PULL SIDE OF DOOR MAX.' I MIN. • MAX • MIN. • (24" MAX.} _ir X MIN. 47 I o yI z v ZZ Cf z � , 1. THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE A NON-GLARE FINISH. CHARACTERS r�/ t W H \ o N u cD - -C- 1:--- A 1 0 11 P H 1_, 4r AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON ca N "' z COx i x Nv Iyz, 1D Cr c° — \_,._ DARK BACKGROUND OR DARK CHARACTERS ON LIGHT BACKGROUND. lrz iii r — � � � �' i - x � I ' 2 4 XQ 11_1_111 I 4 2 m a 11111 11 v Z Z z 2. IDENTIFICATION SYMBOLS THAT DO NOT CONTAIN RAISED TEXT OR BRAILLE ARE TO BE CENTEREDIII i� �� lII uON BOOR 60 MAXIMUM ABOVE FLOOR AND ARE TO BE DISTINCTLY DIFFERENT FROM THE DOOR /I I /f i v TX IN COLOR AND CONTRAST. \ \ , ? I (1CC '' • 3. PROVIDE ROOM IDENTIFICATION SIGN ON LATCH SIDE OF DOOR. MOUNTING HEIGHT SHALL BE A SIDE APPROACH SIDE APPROACH SIDE APPROACH Bo- y r= w L-J J J -J LP) L_ 1 J i MINIMUM OF 48"ABOVE THE FINISH FLOOR TO THE BASELINE OF THE LOWEST TACTILE l UNOBSTRUCTED REACH OBSTRUCTED REACH OBSTRUCTED REACH L-J J / U O r , ,� 24 MIN. CLR. ON CHARACTER AND A MAXIMUM OF 60" ABOVE THE FINISH FLOOR TO THE BASELINE OF THE \�` J PUSH SIDE OF DOOR HIGHEST TACTILE CHARACTER. AN 18"X18" CLEAR FLOOR SPACE SHALL BE PROVIDED CENTERED i 12" MIN. CLR. ON 12" MIN. CLR. ON 22 MIN. CLR. ON ON THE TACTILE SIGNAGE OUTSIDE THE SWING OF THE DOOR. • /1PUSH SIDE OF DOOR IF BOTH PUSH SIDE OF DOOR IF BOTH PUSH SIDE OF DOOR .4 co _ = MORPHE --�' LATCH AND CLOSER ARE PROVIDED LATCH AND CLOSER ARE PROVIDED Tr „ " 22 FOURTH STREET,4TH FLOOR 4. LETTERS & NUMBERS ON SIGNS SHALL BE RAISED 1/32" MIN., UPPER CASE, SANS SERIF,AND ~� 48 -e 48 / y 48' / SAN FRANCISCO,CALIFORNIA 94103 MIN. ' MIN. 20"-25"-----..,,•1 MIN. • MIN. CLEAR FLOOR WATER CLOSET POINT OF SALES SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE A MIN. OF 5/8" NOTES: MIN. CLEAR FLOOR SPACE MIN. CLEAR FLOOR SPACE/TURN LAVATORY CLEAR CLEAR FLOOR DRINKING FOUNTAIN PARALLEL APPROACH 48"X30"-\ COUNTER HIGH, BUT NO HIGHER THAN 2". 1. CLEAR WIDTH OF WALKING SURFACES SHALL BE 36" MINIMUM ' MAX.,20" {25" MAX.}� �e / REACH SPACE SPACE/TURN SPACE (T TURN) FLOOR SPACE SPACE CLEAR FLOOR SPACE CLEAR FLOOR SPACE CENTER 4'-0" a. THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32" MINIMUM FOR A (FORWARD APPROACH SPACE 60" 30" 60" ✓ 30" ON 36" WIDE CLEAR COUNTER y CUSTOMER SIDE S. 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) MIN. MIN. MIN. MIN. SPACE r___ _ PLACED DIRECTLY BELOW THE PICTOGRAM.THE BORDER DIMENSION OF THE PICTOGRAM SHALL BY SEGMENTS THAT ARE 48" LONG MINIMUM AND 36" WIDE MINIMUM. 1� I POINT OF SALES 1 1 BE A MIN. OF 6" IN HEIGHT. z ��- �� _ r �, 30 ,r �[ r __ COMPUTER 1 & 1 k? firiiidaiiieis x = x j MIN. i oo ¢ � - ,-. oo ¢ � X 7 - z i il EQUIPMENT,TYP. i N 6. LETTERS AND NUMBERS ON SIGNS SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF g �! ..}t!i• g ..��r ,.•I1rk f , , m 2 l E • R ARCHITECTS ADJACENT RAISED LETTERS. CHARACTERS SHALL BE SPACED %"MIN. AND 4 TIMES THE RAISED ��+ ;.. ��+: , ��. ;:= v` o - x DIN Q R 11 0 CHARACTERS STROKE MAX. LINES SPACING SHALL BE 135% MIN. AND 170% MAX. OF THE RAISED "'t ��HI1� -4 -l- �III11 -.4-1 Iilj►� z 60' 01 Nv L-_ r 'P .e z r� - z2145 Ford Parkway, Suite 301 CHARACTER HEIGHT. \ \ \ \ 2 & de MIN. z i iN Saint Paul, Minnesota 55116 1 ,,, i i CLEAR FLOOR B 0 6 0 651.690.5525 FRONT APPROACH \. • I i __ ___i SPACE REQUIRED FROM WHICH THEY ARE TO BE READ. THE MIN. HEIGHT 15 MEASURED USING AN UPPER CASE I. FIXTURES ARE SHOWN TO ILLUSTRATE TYPICAL CLEAR SPACE REQUIRED AT WALKING SURFACE. �`- "� ,+ \V L. UNDER LOW www.finn-daniels.com 7. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE APPROACHFRONT APPROACHs. _ ___ ___ _ _ JI LOWER CASE CHARACTERS ARE NOT PERMITTED. CHARACTER STYLE SHALL BE SANS SERIF. UNOBSTRUCTED REACH OBSTRUCTED REACH OBSTRUCTED REACH L J \ fQ� M N � �EQ.DEQ IIEQ./EQ !r DRINKING 12'-0" ITEMS DEPICTED MAY VARY IN VISUAL REPRESENTATIONS, BUT CLEARANCE DIMENSIONS ARE TYPICAL. C.. LAV. Cl.D.F. FOUNTAIN EMPLOYEE SIDE CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "0" IS 55% MIN.AND 110% MAX OF THE UPPER CASE LETTER "I". 2 FLOOR FIXTURE CLEARANCES 3 ACCESSIBLE REACH RANGES D ACCESSIBLE CLEARANCES - PLAN CONSULTANTS: 8. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY p,02Q 1/4"=1:-On A020 1 REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOT DIAMETER SHALL BE .059" \ 1/4"=11-0" 1/4"=1'-0" 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 6" M1N. 54"MIN. •, FLUSH CONTROLS SHALL BE f:1-32O'D �/ �� 1$" MAX. CL. LOCATED ON OPEN SIDE OF J, 39"-41" CENTER ABOVE PIPE SHALL BE INSULATED. 16" MIN. ,' / WATER CLOSET AS SHOWN a ILET / LAVATORY THERE SHALL BE NO SHARP 6" ✓ u = u CL. �..,, d CL �. OR ABRASIVE SURFACES / 18' y 54" MIN. , 24" ooz 2" MIN. 7-12„ UNDER LAVATORY `r1 'VllI MIN.'S % i X MAX. A ♦• • SIGNAGE TO BE INSTALLED ON THE LATCH SIDE OF L _ I - 1/4 LL 4 x w THE DOORLu .,./Q Z m c[ A m II • �n°, am mam � m �i � !i X V/1 _ 0i= om LL' s J,�I 8" MIN. � 1/4" ACRYLIC SIGN SEE SPEC. FOR COLOR OF ¢ _ I ` III 7.,..,_. ,� H ¢ a� ,,� ¢ O 11 j� i. Z ,7,- ¢ Z HDCP.SIGNAGE O ¢ ¢ fr MI 7"MIN. /1 /1m O m m O af b, F- ,,, l N — a C. '\\ c LO m ! ("-:N:g„MAX. , / . .~ • •~ 0 cc . � p ,� u ' FROM ' z Q z CL z z 6” MAX.> ,--i-11" MIN. ACRYLIC APPLICATION, LETTERING, AND BRAILLE- i RAISED 1/32" o w WALL N MIRROR (BOTTOM EDGE 61 ......„7„-------- aink T.O. GRAB BAR {U.N.O.} ` I r TOILET TOILET SEAT HT. TOILET PAPER DISPENSER SANITARY NAPKIN DISPOSAL TOILET SEAT COVER DISPENSER GRAB BARS GRAB BARS OF REFLECTIVE SURFACE) A.D.A. LAVATORY \ 33" MIN./36" MAX. A.F.F. UNISEX- HEIGHT OF LETTERING 5/8" MIN.TO 2" MAX. ii.1EQ EQ SEAL/SIGNATURE • 00 o 00 I GRADE 2 B RAI LLE OJ�S\Ci�\\• L` X x 1ti �4\ ••/ 6„ /5,,,---- )4,-/--m.5,, �ED AR �X 2' 6" 12' 0" MIN. AX. � �I�r } r CL.�� \ / Ct REBECCA L. o �' © �� ``�El '� 1:1 z X `ti./ OLSON � Z z Z q ,. \ \,� a a 2 o CUSTOMER EMPLOYEE 11I Q Q o ^ SAINT PAUL,MN • O ¢ n p m v N r, g ^IFIE1.\\z 00 �8 MIN. _ z ^ z _, , License#6696 u t11/1 0 m 0 SIDE SIDE O N m �� N a a 9a� N f \ N\ ‘ OF OXL lat,, .. I O a \ \ 4. 4. ♦ • 6 MAX. ,--;11" MEN .-i a "SIDE VIEW FRONT VIEW 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.Q. HOOK U.N.O. PULL STATION FIRE EXTINGUISHER POINT OF SALES COUNTER FOUNTAINS ki414A61 6 ACCESSIBLE RESTROOM SIGNAGEGRAB BAR DETAIL ACCESSIBLE MOUNTING HEIGHTS A020 020 / 1/4"=1'-0" STORE #: 040 PROJECT: MORPHE WASHINGTON SQUARE SPACE #607 9577 SW WASHINGTON SQUARE RD TIGARD, OR 97223 A/E PROJECT NO.: M0040 DRAWN BY: GJF CHECKED BY: KDI / DRM / RLO ISSUES AND REVISIONS: 11 NOT USED DNOT USED 13 NOT USED 14 NOT USEDI1s NOT USED 100% CHECKSET 10.15.2018 LL/PERMIT/BID 11.02.2018 020 ` A020 020 �02� SHEET TITLE: ACCESSIBILITY DETAILS A020 16 NOT USED17 NOT USED NOT USED 19 NOT USED 20 NOT USED A020 / ` A020 \ 1s A020 A020 A020 7J Q R .) 0 0 0 0 0r 1351-4" (E)V.I.F. LEASE LINE TO LEASE LINE • ' LEOASEOL NE ,. „ (E) I ( It 111 14 101-9 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. 20-1V.I.F. 20-0 1/2" (E) V.I.F. 20'-0" (E)V.I.F. 4 1/4" (E) V.I,F.e LEASE LINE TO COL. CL. �I COL. CL.TO COL. CL. 1 COL. CL. TO COL. CL. if COL. CL. TO COL. CL. 1 COL. CL.TO COL. CL. IV COL. CL. TO COL. CL. I COL. CL. TO COL. CL. Y 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 LINEL. LEASE LINEi TO LEASE LINE I ,i • j O 1- W ii C] W z = O O z = 0 o W z z ADJACENT TENANT (N.I.C.� O w LL, LLI HALLWAY STOCKROOM MANAGER'S OFFICE `"J W SALES AREA a a _ W SQ. FT. 281 SQ. FT. 1042 SQ. FT. 115 Q W SQ. 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FT. 287 "" 10'-8" (E) V.I.F. 124'-8" (E)V.I.F. 2'-6" (PER LOU) •r LEASE LINE TO LEASE LINE '� LEASE LINE TO LEASE LINE •� • POP-OUT LEASE LINE STORE #: 040 PROJECT: MORPHE WASHINGTON SQUARE SPACE #B07 9577 SW WASHINGTON SQUARE RD TIGARD, OR 97223 (N) A/E PROJECT NO.: M0040 DRAWN BY: GJF CHECKED BY: KDI / DRM / RLO ISSUES AND REVISIONS: C1 EGRESS PLAN 100%CHECKSET 10.15.2018 LL/PERMIT/BID 11.02.2018 ` A 1/4€€_1'-0„ PERMIT/LL/TENANT REV. 12.20.2018 CODE SUMMARY NARRATIVE NOT USED NOT USED EGRESS PLAN KEYNOTES EGRESS PLAN LEGEND OCCUPANT LOADS n EXISTING FIRE RATED GYP. BD.TENANT SEPARATION DEMISING PARTITION TO REMAIN. REFER TO SHEET iIFiiiiiiiiii A200 FOR ADDITIONAL INFORMATION. 36" WIDE EGRESS PATH A. DESIGN OCCUPANT LOAD (IBC TABLE 1004.1.2) O 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 SHEET A200 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 DIRECTION 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(!BC 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 ACCESS (IBC 1014,2) XMIDPOINT OF EXIT ACCESS PATH OF TRAVEL - EGRESS THROUGH INTERVENING SPACES SHALL COMPLY WITH THIS SECTION- 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 CI R0 0 0 0 0 e 135'-4" (E)V.I.F. �� Z OD) LEASE LINE TO LEASE LINE / ' POP-OUT „ LEASE LINE 10'-9 1/2" (E) V.I.F. v 20'-1' (E) V.I.F. 19-11 (E) V.I.F. r 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. 41/4" (E)V.I.F.e ( ) 1 t P i I i 4] LEASE LINE TO COL. CL. 01 COL. CL. TO COL. CL. COL. CL.TO COL. CL. 1 COL. CL.TO COL. CL. i COL. CL. TO COL. CL. COL. CL.TO COL. 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SEE \\ i?k(E) ELECTRICAL — ,I T"— T T - I I MECHANICAL, ELECTRICAL, AND PLUMBING SPECIFICATIONS EXISTING \\ ! I — — _ - — — T T — — — — I— L J RESPECTIVELY. COORDINATE WITH LANDLORD. TILE NN 0 _ _ _ FLOORING O \ ® I — i r DEMOLITION SUB CONTRACTOR IS RESPONSIBLE FOR EXISTING % t SEAL/SIGNATURE 16-- 1 I I I O I + I VISITING SITE FOR VISUAL INSPECTION PRIOR TO BID. FLOORING 1/ I I I - 17 17 I I ® ® ® LL. TELE O // �� J — I Ii ALL NOTES AND KEYNOTES ABOVE ARE TYPICAL THROUGH — _ —_ _ —- — L'' 11 ` / I I I I 23 L ENTIRE LEASE SPACE. r r I r I r I �C _ 12 ��D A R[' J J L - - - J L — � _ I L- - - /��I u: W (E)TOILET ROOM >i I I I I — v, o (E) STOCKROOM 1 I r �� I I I I ._ _ I III B REBECCA L. ��' ¢ I // L7J IL L — - - � — - - - - - � - - - � OLSON w O C2) 3 �..-1 EXISTING 1/ EXISTING — ---it = J 12 tII{ 1-3 0 1 V.C.T. // CONC. • ® - JJ • SAINT PAUL, MN • I- FLOORING FLOORING f // I` EXISTING ' I I /�j License#6696 44'7' 1-1 Z -- • • TILE // O io IN - ! 0 1 1 = EXISTING // FLOORING S \--..1,. ._ 11) a LANDLORD SERVICE 0 I r T T CONC. — ' '- ' — —_� OF �� 1. • CORRIDOR (N.I.C.) 1 j� 11 I I I I FLOORING — I I` JI I 11'` —III- I- 7 r -1 - © 11 Z1 1 � 1 L - - - - J L 'I J L -I Lw _IJ I II I r � I i I I I I I I I ..< \ , A El di ili , . ... .... ii — I: N , 39 Agfrt0 L2- 0 o- O2W WLZ-I U (-1)• 1� 2 1 2 z � O9Jw �-/ ADJACENT TENANT(N.I.C.) wa w w ¢ J W 7-,- J rW 10'-8" (E) V.I.F. 124'-8" (E)V.I.F. I2'-6" (PER LOU) ie LEASE LINE TO LEASE LINE / LEASE LINE TO LEASE LINE • LEOP-OU LINE STORE #: 040 PROJ ECT: MORPHE WASHINGTON SQUARE SPACE #B07 9577 SW WASHINGTON SQUARE RD TIGARD, OR 97223 NI) A/E PROJECT NO.: M0040 DRAWN BY: GJF f7 CHECKED BY: KDI / DRM / RLO V ISSUES AND REVISIONS: DEMOLITION PLAN 100% CHECKSET 10.15.2018 ARM 1/4"=1'-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 01 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 TOEXISTING 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 AND U.N.O. CLEAN AND PREP FOR NEW FLOOR FINISH MATERIAL. FIELD VERIFY EXISTING CONDITIONS AND CONTACT ARCHITECT IMMEDIATELY AND PRIOR TO BID IF REMOVAL DOWN TO SMOOTH AND LEVEL SLAB 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. 16 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 O REMOVE EXISTING REAR SERVICE DOOR. PATCH AND REPAIR ADJACENT FINISHES SCHEDULED FOR REUSE AS 17 — — 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. 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 LINE OF CONSTRUCTION BARRICADE -SEE BARRICADE ELEVATION 16/A530 12. PROVIDE, ERECT, AND MAINTAIN BARRICADES, LIGHTING, AND GUARD RAILS AS REQUIRED BY APPLICABLE 4. IMMEDIATELY FOLLOWING DEMOLITION, GENERAL CONTRACTOR'S JOB SUPERVISOR SHALL VERIFY LEASE REGULATORY ADVISORY TO PROTECT OCCUPANTS OF BUILDING, WORKERS, AND PEDESTRIANS. O PATCH AND REPAIR ANY EXISTING FIRE-PROOFING, RATED WALL AND FLOOR/CEILING ASSEMBLIES AS 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. 19 DISCREPANCIES WITH THE INTENDED DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT'S 13. DO NOT BLOCK REQUIRED EXITWAYS. ERECT BARRICADES AND PROVIDE TEMPORARY LIGHTING IF REQUIRED ANY EXISTING FIREPROOFING AT STRUCTURAL MEMBER TO MAINTAIN REQUIRED FIRE RATING- PROJECT MANAGER PRIOR TO ANY NEW CONSTRUCTION. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR TO MAINTAIN EGRESS PATH OF TRAVEL. O SEE MECHANICALOVE EXISTING CEILING, FRAMING, LIGHT SIFOR ADDITIONAL, HVOGRILLES, DIFFUSERS AND DUCTWORK, U.N.O. SEE AND ELECTRICAL DRAWINGS FOR 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 O 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 T 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 8O REMOVE EXISTING DISPLAY FIXTURES, WALL STANDARDS, SHELVING,WALL BASE AND FURRING TO FACE OF 22 TENANT'S G.C.TO REMOVE EXISTING DEMISING WALL. PATCH AND REPAIR EXISTING SLAB AS NECESSARY 5. REMOVE AND DISPOSE OF ALL EXISTING INTERIOR PARTITIONS, DOORS, DROPPED CEILINGS, CEILING BASIS; DAILY IF REQUIRED. DEMISING PARTITION, U.N.O. 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 T 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 ANYDEMOLITION PLAN 11 BE PULLED BACK TO THE MAIN SWITCH GEAR, ALL UNUSED PLUMBING LINES SHALL BE CAPPED IN THE WALL EXISTING WATER LEAKAGES AND MOLDS. EXISTING CASHWRAP, BACKWRAP AND ALL ASSOCIATED COMPONENTS, INCLUDING ELECTRICAL,TO BE BOTTOM OF ROOF DECK: 30'-0" A.F.F. @ FRONT(ROOF DECK) REMOVED. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 15'-2 1/2" A.F.F. @ REAR (MEZZANINE) OR BELOW FLOOR. 17. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF BOTTOM OF LOWEST DUCTWORK: 11'-5" A.F.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 BULKHEAD AND COMMON AREA FLOORING FROM DAMAGE. PATCH AND REPAIR AS REQUIRED. SALVAGE BOTTOM OF SPRINKLER MAIN: 12'-7" A.F.F. @ MEZZANINE SPRINKLER LINES WHICH SERVICE ADJACENT TENANTS. GENERAL CONTRACTOR WILL BEAR THE SOLE 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) 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` 11 1/2" A.F.F. @ STOCK 8. COORDINATE THE REMOVAL, DISCONNECTION AND/OR CAPPING OF ANY UTILITIES WITH LANDLORD'S FIELD 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 REPRESENTATIVE AND ANY APPLICABLE UTILITY COMPANIES.ALL ABANDONED ELECTRICAL, TELEPHONE CONDUIT, PLUMBING LINES, DRAIN LINES,AND MECHANICAL DUCTWORK AS THE RESULT OF DEMOLITION REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. HEIGHTS ARE APPROXIMATE AND SHOULD BE VERIFIED IN THE FIELD PRIOR SHALL BE REMOVED BACK TO THE LANDLORD'S ORIGINAL POINT. PLACE MARKERS TO INDICATE LOCATION OF 14 EXISTING TOILET ROOM TO BE DEMOLISHED. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING TO BID. NOTIFY ARCHITECT IMMEDIATELY OF ANY HEIGHTS THAT AFFECT ANY i DISCONNECTED SERVICES. DRAWINGS FOR ADDITIONAL INFORMATION. CONSTRUCTION PER THE BALANCE OF THIS CONSTRUCTION DRAWING SET. � Q R 0 0 0 0 0 135' 4" (E)V.I.F. v ,2'-6" (PER LOD) LEASE LINE TO LEASE LINE / , POP-OUT LEASE LINE 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. 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MY -.€7Z i 'th. \<, 1 Tr NV �, � � o O 0 w E Z O z � O O. 1 2 1 2 0 z w ADJACENT TENANT(N.I.C.) 9.a LU Li., in J Q J ,1 5 1/4""-1,, " " 13'-6 1/2"± ;/ 15'-3 3/4" 5'>, 10'-11 1/4"± / 7'-4 3/4" / 27'-4 3/4" ' 13'-7" (HOLD) 19'-10 3/4" 5'-0" 7 6 5 2' D' S 5 -� / i 2'-6" (PER LOD) (E)V.I.F. d'i, 10'-8" (E) V.I.F. 124'-8" (E)V.I.F. �. �� POP OUT Il LEASE LINE TO LEASE LINE • LEASE LINE TO LEASE LINE 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 MORPH E LMANAGER IMMEDIATELY AND PRIOR TO FRAMING. J SEE SHEET A030 FOR REQUIRED CLEARANCES/EGRESS PATH. WASHINGTON i L J SEE SHEET A610 FOR DOOR SCHEDULE AND DETAILS. SQUARE L J SPACE #B07 CONTRACTOR TO X-RAY EXISTING SLAB PRIOR TO WORK. NOTIFY 9577 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 A/E PROJECT NO.: M0040 (p.4) DRAWN BY: GJF CHECKED BY: KDI / DRM / RLO ISSUES AND REVISIONS: 1 FLOOR P LAN 100% CHECKSET 10.15.2018 LL/PERMIT/BID 11.02.2018 APERMIT/LL/TENANT REV. 12.20.2018 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. 15 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.). 44, 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. 17 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. / 6 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO NOT RECESSED ENTRY CEILING. NEW RATED DEMISING PARTITION: ONE LAYER 5 8"TYPE 'X' GYP. BD. ON THIS TENANT 30 REAR 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 . c..\!2._C0 4. DIMENSIONS ARE FROM THE FACE OF FINISHED WALL TO FACE OF FINISHED WALL U.N.O. INSTALLATION. O REQUIRED. TRACKS TO BE SUPPORTED FROM BOX COLUMNS EACH SIDE. 19 6" DEEP 16 GA. METAL STUD JOISTS AT 16" O.C. SUPPORTED EACH SIDE FROM BOX BEAM. REFER TO 15 NI m 0 NEW REAR DOOR ALCOVE DEMISING PARTITION: ONE LAYER 5/8"TYPE 'X' GYP. BD. 7 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 50 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. iii ♦ MEZZANINE/ROOF DECK ABOVE. ASSEMBLY PER UL#U465. A600 SPECIFICATIONS AND/OR INSTRUCTIONS. O6 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. '/ NEW NON-RATED INTERIOR PARTITION: ONE LAYER 5/8" GYP. BD. ON EACH SIDE OF WALLS, COLUMNS, ETC. G.C. SHALL COORDINATE WITH FIXTURE VENDOR FOR REQUIRED LOCATIONS AND METAL STUD FRAMING TO 6" ABOVE ADJACENT CLG. FINISH, U.N.O. EXTEND GYP. BD. 8 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 ACCESSIBLE TOILET ROOM. REFER TO SHEET A700 AND MEP DRAWINGS FOR ADDITIONAL INFORMATION. 4. FULL HEIGHT TO UNDERSIDE OF MEZZANINE/ROOF DECK ABOVE WHERE NO CLG. A600 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 O REFER 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. Arm Kew NEW NON-RATED INTERIOR FURRED PARTITION: ONE LAYER 5/8" GYP. BD. ON EXPOSEDC9pBE F1RE 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 O LOCATION OF ELECTRICAL EQUIPMENT. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. i ♦ EXTEND GYP. BD. FULL HEIGHT TO UNDERSIDE OF MEZZANINE/ROOF DECK ABOVE 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. 10 FIRE EXTINGUISHER.THE MAXIMUM TRAVEL DISTANCE FROM ANY PORTION OF THE SPACE TO THE FIRE x ' SHEET TITLE: EXTINGUISHER LOCATION SHALL NOT EXCEED 75 FT. PREFERRED LOCATION SHOWN, HOWEVER G.C.TO RRRRR . RRRNEW NON-RATED PARTIAL HEIGHT FURRED PARTITION: ONE LAYER 5/8" GYP. BD. (.1,_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 TWOD 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. 1 LAYERS 3/4" 62 FIRE RATED PLYWOOD. 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 "ii �� NEW NON-RATED DISPLAY PARTITION: ONE LAYER 5/8" GYP. BD. ON EACH SIDE OF ` 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. 18 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 A62� 0.12 INFILL EXISTING DEMISING WALL TO MATCH ADJACENT EXISTING DEMISING WALL CONSTRUCTION AS •I EXISTS. SHALL BE SPECIFIC FOR EACH PENETRATION WITH VARIABLES DEFINED. REQUIRED AFTER REMOVAL OF EXISTING REAR SERVICE DOOR. 11. THE G.C. IS TO REPLACE ANY FIREPROOFING REMOVED FROM THE BUILDING STRUCTURE DURING NOTES: 13 INSTALL PARTITION SO BACKSIDE OF GYP. BD. IS TIGHT TO EXISTING STRUCTURAL COLUMN. 1. USE W.R. GYP. BD. BEHIND ALL PLUMBING FIXTURES, IMMEDIATELY ADJACENT TO PLUMBING FIXTURESA200 DEMOLITION/CONSTRUCTION. 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. REFER TO 16/A600 FOR METAL BACKING PLATE DETAILS PENETRATED BY VARIOUS TRADES AND SERVICES. MATCH WALL FINISHES WHEN EXPOSED. 3. REFER TO 17/A600 FOR STUD GAUGE LIMITING HEIGHT r -1 0 Li SEE SHEET A300 FOR CEILING FINISHES J Q CI0 0 0 0 / 135'-4" (E)V.I.F. i e -21-6" (PER LOD) LEASE LINE TO LEASE LINE e , POP-OUT AI ( ) It 1 ' II 1 4 /� 10'-9 1/2" (E)V.I.F. V 20'-1" (E)V.I.F. 19'-11" (E)V.I.F. 201-0 3/4" (E)V.I.F. ,� 20'-1" (E)V.LF. r 20'-0 1/2" (E)V.I.F. 20'-0" (E) V.I.F. '-4 1/4" (E) V.I..e LEASE LINE J LEASE LINE TO COL. CL. el 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. 'r COL. CL.TO COL. CL. '� COL. CL.TO r 53'-7 1/4" (E)V.I.F. 81'-8 3/4" (E)V.I.F. 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B-1 _ B 1 1 - - , iiii vo LANDLORDSERVICE 5 / I 1 IN '" ' /CORRIDOR [NIC ) / J A OF �� `, ii J , __ \ _ _ i 1 / ...... . , k/S145kt - I,.l_, .,r,,l,„- L i .}�...; ..,.,.k:.- ,_ - - -_.. .._ _ _..- ..... ..... _ _ ..... - - - --.- ... _- ... ._...__.... ._- - - -- ..._.- .._ .°^'r'K;.ew _. _._.... ..,---- _..__- - - ._\ - �. ti �� X y - - - ._ ■ - . :.�.: ..- ,nlllll�lh:,_ 39 © LL 1 p = O w 16' 1034" 0 w z w ADJACENT TENANT(N.I.C.) cc tes o w W bJ 101-8" (E)V.I.F. 124'-8" (E)V.I.F.� LEASE LINE TO LEASE LINE �� • 7,-------21-6" (PER LOD) LEASE LINE TO LEASE LINE POP OUT LEASE LINE STORE #: 040 PROJECT: MORPHE WASHINGTON MOISTURE BARRIER CHART SQUARE SPACE #607 G.C. SHALL PERFORM RELATIVE HUMIDITY TEST USING WAGNER RELATIVE 5577 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 A/E PROJECT NO.: M0040 \ -N- \_. DRAWN BY: Gil 7 CHECKED BY: KDI / DRM / RLO ISSUES AND REVISIONS: 11 FINISH PLAN 100% CHECKSET 10.15.2018 LL/PERMIT/BID 11.02.2018 PERMIT/LL/TENANT REV. 12.20.2018 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 MANUFACTURER I DESCRIPTION I NOTES KEY I MATERIAL 1MANUFACTURER I DESCRIPTION I NOTES CONDITIONS INSTALLED AND LEFT BEHIND AS A RESULT OF ALL TRADES IS INA SATISFACTORY CONDITION BUILDING CODES. THE G.C. SHALL PROVIDE ALL FLAME SPREAD AND SMOKE DENSITY RATING FOR FINISH 1 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: FINISHI FINISH FINISH FINISH ETC. AND REINSTALLATION OF SAME AFTER PAINTING. MALL SIDE WALLS AND CEILING F-1 F-2 F-3 F 4FOREST PARK 9x36 FLOOR 1/8" MAX. GROUT JOINT; 3. WHERE EXPOSED TO VIEW,ALL METAL SURFACES SHALL BE PROPERLY PREPPED PRIOR TO PAINTING. A. CLASS 'B' FLAME SPREAD INDEX 26 TO 75 MAX CLEAR TEMPERED STOREFRONT PROVIDED BY STOREFRONT F 1 CERAMIC TILE DALTILE FP94; WHITE OAK GROUT TO BE 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 CEILING 1/8" MAX. GROUT JOINT; 1/4" 5. 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 P124 JET BLACK, UNPOLISHED, POL MIRROR GLASS WITH F-2 CERAMIC TILE DALTILE 12"x24" GROUT TO BE G-2- INSTALL IN GL-2 MIRROR GLASS -- POLISHED EDGES 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 F-3 V.C.T. ARMSTRONG SHALL MATCH ADJACENT CONDITIONS FORA UNIFORM APPEARANCE. BE CLASS 'A' STAMPED OR FURNISH MANUFACTURER'S CERTIFICATION. 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'-O" HIGH F.R.P. PANELS AT TAPED AND SPACKLED SMOOTH. STOREFRONT SHALL BEA 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. O1 EXTEND MALL COMMON AREA FLOORING TO O9 TILE START POINT AT CENTERLINE OF ENTRY. F-4 -- -- MALL FLOOR FINISH REPRESENTATIVE PANELS FOUNTAIN, AND MOP SINK IF DAMAGED DURING TENANT IMPROVEMENT. S. AFTER INSTALLATION OF ALL FIXTURES, G.C.TO TOUCH UP ANY SURFACES THAT MAY BE DAMAGED. NEW STOREFRONT BASE LINE. EXTEND IN FULL --->r-')/Th'-'Thi-"ThTO MATCH BENJAMIN MOORE 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 TILE PATTERN START POINT AT CENTERLINE OF PORCELAIN AN HO AGE COLORBODY 1/8 MAX. GROUT JOINT; MT-1 BRAKE METAL BLACK HIGH GLOSS 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. F BLACK 2132-10 SEMI-GLOSS 5 TILE DALTILE PORCELAIN, DARK GREY(ACOS), GROUT TO BE G-3. INSTALL IN PRODUCT MANUFACTURER. PRIOR TO BIDDING FOR TESTING, EXISTING CONDITIONS RECOMMENDATIONS 11 DURING FLOOR INSTALLATION TILES SHOULD 12"x12" TILES UNPOLISHED STRAIGHT LAY PATTERN 1 10. AFTER COMPLETION OF PAINTING, ALL PAINT MATERIALS AND EQUIPMENT SHALL BE REMOVED. ALL REFER TO STOREFRONT DRAWINGS FOR �� uU�� -- �..._.--,UU��U�--..__-, 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. OC-152 SUPER WHITE; 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. B-1 WALL BASE -- 4"x3/4" FLAT MDF; G.C.TO -- P-2 PAINT BENJAMIN MOORE SEMI-GLOSS FLOOR FINISH PERIMETER, AS SHOWN. PAINT P-2 FOR PROVIDING A LEVEL CONCRETE SLAB PRIOR TO FLOOR INSTALLATION. G.C. MUST FOLLOW COORDINATE WITH FIXTURE PLAN. REFER TO SUCH RESTORATION WORK SHALL BE BORNE BY THE G.C. OC-152 SUPER WHITE; __ 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. A B-2 WALL BASE JOHNSONITE 41 HIGH,VAPOR GRAY VINYL BACK OF HOUSE WALL BASE P-3 PAINT BENJAMIN MOORE EGGSHELL 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 r�r~ 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. B-3 WALL BASE -- 4"x3/4" FLAT MDF; G.C.TO __ 11 P-4 PAINT BENJAMIN MOORE BLACK 2132-10;SEMI-GLOSS 15. FLOORING CONTRACTOR SHALL HAVE A MINIMUM (5) YEARS EXPERIENCE WORKING WITH THESE TYPES PRODUCTS INCLUDE PAINT P-4 5 PROVIDE FRP-1 AS DIRECTED. REFER TO 13 WRAP COLUMN SURROUND IN GL-2 FINISH PLAN OF PRODUCTS. -ARDEX- FEATHER FINISH; SELF-DRYING, CEMENT-BASE FINISHING UNDERLAYMENT O O OC-152 SUPER WHITE; ULTRA MAPEI - PLANIPROP FF; PREMIUM SKIMCOATING AND PATCHING COMPOUND SHEET A410 AND 13/A700. MIRRORED GLASS TO 8'-0"A.F.F. APPLY TRIM B-4 WALL BASE DALTILE 6" COVE BASE (S-36C9T) COORDINATING WITH F-5 P-5 PAINT BENJAMIN MOORE -- 16- PATCH ALL AREAS WHERE FLOOR 15 CRACKED DR NOT LEVEL PRIOR TO FLOORING INSTALLATION. I SPEC SCUFF-X SATIN (486) 17. INSTALL ALL FLOORING PER MANUFACTURER'S SPECIFICATIONS. PROVIDE ALL NECESSARY CONTROL - MAPEI - PLANIPATCH: FAST-SETTING, POLYMER-MODIFIED, CEMENT-BASED PATCHING COMPOUND ® MATCH EXISTING CORRIDOR FINISHES IN REAR IN POLISHED ALUMINUM WHERE REQUIRED. JOINTS, EXPANSION JOINTS, AND GAPS REQUIRED PER MANUFACTURER'S RECOMMENDATIONS. •FOR MAJOR CONCRETE DEFECTS AND SELF-LEVELING REPAIR; RECOMMEDNED PRODUCTS INCLUDE: DOOR ALCOVE. VERIFY EXISTING CONDITIONS 14 G.C. TO PAINT WALLS AND COLUMNS TO •0 U T EXTEND WALL COVERING 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 NOPORCELAIN TILE GROUT TO BE WC-1 WALL SIGN VENDOR CUSTOM WALL COVERING FROMFLOOR TO CEILING AND DOOR IS PRESENT. - MAPEI - PLANIPATCH PLUS SYSTEM: AN EMBOSSING LEVELER FINISHES AS REQUIRED BY LANDLORD. CEILING EXISTS AT STOCKROOM. G-1 GROUT LATICRETE 90 LIGHT PEWTER INSTALLED PER MFR'S COVERING GRAPHIC WRAP AT WALL RETURNS; 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. GROUTJOINTS 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. O 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, O8 BEFORE NEW FLOORING 15 INSTALLED, G.C. TO G-2 GROUT LATICRETE 22 MIDNIGHT BLACK INSTALLED PER MFR'S _ ---, 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 ENSURE EXISTING CONCRETE SLAB IS SMOOTH CELAIN ILE GROUT TO ACOUSTICAL TILE 2x2; #534 CIRRUS SEE A300 FOR ADDITIONAL 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 AND LEVEL THROUGHOUT THE ENTIRE SPACE. G-3 GROUT LATICRETE 45 RAVEN INSTALLED PER MFR'S CL-1 TILE CEILING ARMSTRONG TEGULAR EDGE; WHITE GRID: INFORMATION 22. ALL MILLWORK TO BE SUPPLIED BY FIXTURE VENDOR AND INSTALLED BY G.C., U.N.D. SEE FIXTURE PLAN. COVERING INSTALL. SIGN VENDOR TO APPLY GARDZ SURFACE SEALER AND INSTALL WALL COVERING- INSTRUCTIONS ) 15/16" PRELUDE GRID; WHITE I.Q\ R0 0 0 0 0\ 135'-4" (E)V.I.F. �~i2 LOD) LEASE LINE TO LEASE LINE , / POP OUT 10'-9 1/2" (E) V.I.F. 20'4" (E) V.I.F. 19'-11" (E) V.I.F. 20'-0 3/4" (E)V.I.F. 20'-1" (F)V.I.F. • 20'-0 1/2" (E) V.I.F. 201-0" (E)V.I.F. 5'-41/4" (E)V.I.F. LEASE LINE ,/ LEASE LINE TO COL. CL. COL. CL.TO COL. CL. COL. CL. TO COL. CL. COL. CL.TO COL. CL. r COL. CL.TO COL. CL. NI 0 It P I-1 I' /� COL. CL.TO COL. CL. / COL.CL.TO COL.CL. COL.CL.TO �� - A 53'-7 1/4" (E) V.I.F. 81'-8 3/4" (E)V.F.F. LEASE LINE / LEASE LINE TO LEASE LINE LEASE LINE TO LEASE LINE / LL � Lu 0 ,� aWz Z ADJACENT TENANT(N.I.C.) , / /�2' 0 1/4" ✓ -2' 0 1/4" cc -' `.. 1 J 6 6/ / 3'-1 3/4" , �6" 13'40 1/2" 6"2`i 2'_O //6" 13'-7" 6"/ /2'-0" ,�6" 13'-10 1/2" 6"7/� / 6" a W .� J W Q J W J -1 -I J - — — — — — — — — — — — — — — - - - - - - - - - - - - � - - - - - - - - - — — — — — — � _ �2 22 FOUR TMORPHEH FLOOR 'v v G GJ SAN FRANCISCO, CALIFORNIA 94103 I I 1 I t I 8b ii/iii////i//. _ - - - - T - - - - - - - - - - - - - - - - - - - - - - - - - < M8b > < M7b > . t < M7b > I r u, h - - - - - - - H < M6 > < M6 > z i < M5 > K.........jr 177;LI finn els FRAME m ARCHITECTS I N = N I o u c 1 �„ - 2145 Ford Parkway, Suite 301 N �' Saint Paul, Minnesota 55116 1 1 .. . . dill..//hili.ilii/hili.. ....hili..rill//.../..../..../....../.../...../....././...iiii/.../..i...i/...iiiiiii../,/,iiilii.i//h...////ii..../iii....z iiiiii�a r .ifiiiiiil/iiiiiiriiir /////////////////////// , m ,� 651.690.5525 /i <M17b> <H10b> <M12b> <M10b> <M17b> r <M170 <M1ob� <M120 <M100 <M17b> r > < S1 > I I < Si > < Si > < Si > < SI > I < T1 > 4/ 1/ 1 __ - www.finn-darnels.com • - -.. `� _. �? \ JR2 > '1 �... I m i S2 ! l .� o v ® 11 / 10I-10 /2 � ;1 CONSULTANTS: ,';`// ie 4`-0" Cil ,/ 7'-8 3/8" I R2 i a ! 1 I 2 .I / Li, (----- rn mH "rm _ ti. J < S 1 > < S i > ®W / O rn I LP ........................-r J/ /- +1 I Cj'-' Z ^ O < C2 > �-I n j < M 0 > ' I n - \ <M15b 1 z z - I N w ry O r-� % - _ a a Q -01 +1 rn nn m .� +I W Q "" Q w Nom, �, _ m / aQ g I ri - _ - w w u , , .. — `� - . ., ,cOa < M4 > SALES FLOOR u I �� u in I SIO z `- <M2b1> <M1b1> Q Q 1- • m �' m in `ti Z r1 z N 1 - O O O l w 2 — I I.iiiiiiiiiiiiii%.iii/iiiiiiiiiiiiiiiiiiiiiii�///�///////////i m c� m w .,�. I ! `� 3 5, �* _� - - o < Si > < Si > < Si /� , 3' 30" ,jtL 4'-0" ,1'-4" 4-11 1/4 r I -.l-.... /e /e // 6'-0 / w "' n U W oo j M b 1 1 1 ,u.: u W ¢ < Si > <Si > ......-_ VI eiEl. el / I m 7'-8 3/8" e _ v / / ci iv :W.W w O // ` r-- rizr Li, / 3'-3" / -1 < M3b > 3'-5', / 0 8 , Ci 37__ , . .............. _ ___..„..i F-1 li ! : \./2- / \ / SEAL/SIGNATURE < D2 / N w Q1 r1 j ` .-i I — • • I I 1 P,, . 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J LANDLORD SERVICE �� I < W1 > < L1 > ,� i i _ y M8b i / - - , OF Q� 161 CORRIDOR N.I.C. 1 r ______j Lu (N.I.C.) < 51 / ✓ J I . 96rt Y u k� �y �>, w ��r 11”"�x." .0 . u w u 'I I I J -[ / // ////• .////////////////////////////,(////////////, _'. .////1/////////////////�///////////////////////////////////// //////l ///// / - - _ - r �J� 1CC- - _ _ - 1�'� L.a //// /////////////////////////// ////// / / Ini- \ \ \ 3 9 k)($4411 I ` \ LL o 2'-0 1/4” 2'-0 1/4” 1- Lu e 7'-4 HOLD4" /� 8,_0„ Ae �76„ 13'-101/2" 6" /2'-0"jq6 13'-7" 6'77 2'-0" ,J 6" 13'-101/2" 6"-$ 6,i o z ,I / J E '.., ADJACENT TENANT(N.I.C.) a uj a Q _ J w J r1 � /10-8' (E)V.I.F. 124-8' (E)V.I.F. 2'-6" (PER LOD) v LEASE LINE TO LEASE LINE LEASE LINE TO LEASE LINE ,e POP-OUT el LEASE LINE STORE #: 040 PROJECT: MORPHE WASHINGTON SQUARE I SEE SHEET A030 FOR EGRESS AND FIXTURE SPACE #B07 1 CLEARANCE REQUIREMENTS. 1 L J 9577 SW WASHINGTON SQUARE RD I▪SEE SHEET A020 FOR CLEARANCE I TIGARD, OR 97223 REQUIREMENTS AT DOORS L .J iti; A/E PROJECT NO.: M0040 QuIt DRAWN BY: GJF F CHECKED BY: KDI / DRM / RLO I� ISSUES AND REVISIONS: 1 FIXTURE PLAN 100% CHECKSET 10.15.2018 LL/PERMIT/BID 11.02.2018 APERMIT/LL/TENANT REV. 12.20.2018 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 O PLACE FIXTURE TO ALIGN WITH FLOOR TRANSITION, SHOWN DASHED. SEE A210 FOR ADDITIONAL KEY Qom, QTY DESCRIPTION KEY QTY. QTY. DESCRIPTION KEY Qom, Qn, DESCRIPTION KEY QTY. QTY. DESCRIPTION ANY FIXTURES OR FIXTURE SIZES CHANGE FROM WHAT IS CURRENTLY INDICATED IN THIS DRAWING SET. INFORMATION. <M1b1> 1 1 CASHWRAP -4 WELL <M20 > 1 1 NESTING ISLAND TABLE < 131 > 1 1 CORK BOARD-4'W X 3'H - ULINE H-3946 < S2 > 1 1 SAFE -G.C.TO SLEEVE BOLT SAFE TO THE FLOOR 2. TENANT FIXTURE VENDOR SHALL REFER TO SHEET A020 AND A030 FOR ACCESSIBILITY AND CLEARANCE 2\ 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 < S3 > 1 1 PAINTED W IE WITHFACE SURMOUNTED STANDARDS 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 < SX > 0 0 MOBILE SHELVING - 18"D X 48"W X 96"H (4 SHELVING UNITS TO 1 CARRIAGE) 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. Mab > 1 1 COMPLEXION TOWER HYGIENE C2 1 1 CHAIR OFFICE ULINE H 411$ Ti1 1 EMPLOYEE TIME CLOCK REFER TO ELECTRICAL DRAWINGS ARCHITECTS MAKES NO GUARANTEE THAT QUANTITIES LISTED ARE ACCURATE. < < < > 5\ TENANT TO FURNISH USB PORT FOR G.C.TO MOUNT SECURELY TO LOUNGE TABLE. G.C.TO APPLY 1 1 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 -TBD < C3 > 1 1 CHAIR -STUDIO < T1 > 2 2 TABLE-STUDIO G.C. FOR INSTALLATION. OG.C.TO PROVIDE 2" GROMMET HOLE FOR MANGER'S DESK. COORDINATE EXACT LOCATION IN FIELD. < M5 > 2 2 BRUSH WALL < D1 > 1 1 DESK AND SHELVES < W1 > 1 1 WATER FILTRATION SYSTEM - REFER TO PLUMBING DRAWINGS 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) A < 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 < El > 1 1 ELECTRICAL CABINET- DATA IMMEDIATELY OF ANY DISCREPANCIES OR DAMAGE. < M7b > 4 4 STORY WALL(G.C.TO INSTALL FABRIC GRAPHICS) < > 1 1 ELECTRICAL CABINET- MEDIA 7. REFER TO ELECTRICAL DRAWINGS FOR ALL FIXTURES REQUIRING ELECTRICAL SERVICE AND CONNECTION. `�� < M8b > 4 4 MIRROR WALL < Fl > 0 0 FILING CABINET-4 DRAWER- ULINE H-1915BL- BLACK < M9 > 2 2 LIGHT BOX (G.C.TO INSTALL FABRIC GRAPHICS) < F2 > 1 1 FILING CABINET-2 DRAWER - ULINE H-1914BL- BLACK <M10b> 8 8 GONDOLA < K1 > 1 1 FIRST AID KIT SHEET TITLE: <M11b> 2 2 CONSULTATION TABLE < L1 > 1 1 LOCKERS-SIX TIER (3) WIDE- ULINE H-4809GR-GRAY FIXTURE PLAN <M12b> 4 4 HYGIENE TABLE < L2 > 1 1 LADDER AND HOOK- ULINE 8' H-2797/EVERBILT 10-3/4" BLACK HEAVY LADDER HANGER < M13 > 1 1 LASH FIXTURE AND 2 LASH TOWERS < N1 > 1 1 MICROWAVE - MAGIC CHEF HMM1611ST <M14b> 0 0 PEDESTAL < Q1 > 1 1 TABLE - ULINE 42" X 42" <M15b> 2 2 NESTING FEATURE TABLE < R1 > 1 1 REFRIGERATOR- MAGIC CHEF HVDR1040W A220 <M17b> 6 6 END CAP-SINGLE DRAWER < R2 > 2 2 COAT RACK- RICHELIEU HARDWARE 16925BAG < M19 > 4 4 TOWER < 51 > 24 15 STOCKBROO ESS SHELVING- 18"D X 48"W X 96"H- EXACALIBUR @ R0 0 0 0 CI 135'-4" (E)V.I.F. ,12'-6" (PER LOD) LEASE LINE TO LEASE LINE •e POP-OUT LEASE LINE 10'-9 1/2" (E}V.I.F. 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OHDMI PORT MOUNTED AT 29"A.F.F. OOUTLET TO BE INSTALLED WITH (2) USB PORTS. CO ALIGN FLOORING TRANSITIONS EDGE OF FIXTURES. REFER TO SHEET A210 AND A220. 11 RECESSED HDMI/DATA PORT FOR FUTURE TV MONITOR. CONFIRM FINAL LOCATION AND HEIGHT WITH MORPHE PM PRIOR TO INSTALL. SHEET TITLE: FIXTURE OUTLET LOCATION PLAN Q CR) 135'-4" (E)V.LF. X 2-6" (PER LOD) , LEASE LINE TO LEASE LINE , LEASEOUT 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. 20'-1" (E)V.I.F. • 20'-01/2" (E)V.I.F. !, 20'-0" (E)V.I.F. 4 1/4" (E)V.I.F. •e LEASE LINE TO COL.CL. COL.CL.TO COL.CL. ' COL.CL.TO COL. CL. 1 COL.CL.TO COL.CL. COL.CL.TO COL.CL. f COL. CL.TO COL. CL. 1 COL. CL.TO COL. CL. ¶ COL.CL.TO 1 4 �� i I ( ) 1 t P I I _A 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 , ,i SERVICE ENTRY HALLWAY MANAGER'S OFFICE SALES AREA • o 0 GYP. CLG. @ 91-0"A.F.F. A.C.T.CEILING @+9-0 A.F.F. A.C.T.CEILING @ +91-0"A.F.F. - GYP. 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BD.CEILING @ +111-0" A.F.F. B.O.GYP. BD.SOFFIT O w z I I Oz2 P-1 P-1 LA ADJACENT TENANT(N.I.C.) P-4 0. N W 0 0 W < 0 A A � ,2'-6" (PER LOD)� 10'-8" (E)V.I.F. e 124'-8" (E)V.I.F.. / LEASE LINE TO LEASE LINE ` LEASE LINE TO LEASE LINE / , POP-OUT LEASE LINE STORE #: 040 I SEE SHEET A210 FOR FINISH SCHEDULE I .- -- L - PROJECT: I- 7 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 9577 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 _1 riiiir A/E PROJECT NO.: M0040 ‘1444.■/21.0) DRAWN BY: GJF 7 CHECKED BY: KDI / DRM /RLO ISSUES AND REVISIONS: D1 REFLECTED CEILING PLAN 10o% CHECKSET 10.15.2018 I A300 1/4,1_1-O" LL/PERMIT/BID 11.02.2018 APERMIT/LL/TENANT REV. 12.20.2018 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. 0 REFER TO 12B/A600 FOR TYPICAL GYP. BD. CEILING ASSEMBLY. 1 :•i•: ® RECESSED 2-LIGHT DIRECTIONAL 2. ALL DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH, U.N.O. ' A�� 2X2 HVAC SUPPLY AIR DIFFUSER 0 REFER 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. RECESSED DIRECTIONAL-SEE ELECTRICAL FOR ADDITIONAL INFORMATION NOTIFY ARCHITECT SHOULD ANY DISCREPANCIES OCCUR. O SPEAKER SYSTEM.TENANT VENDOR TO PROVIDE PLASTER RING, G.C.TO INSTALL AND MUD IN PLASTER el RING IN DRYWALL CEILING FOR RECESSED SPEAKERS.COORDINATE EXACT JUNCTION BOX LOCATIONS WITH n 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 5O ALL ACCESS PANELS TO BE STEALTH STYLE WIND-LOCK 18" X 18" MIN., U.N.O.G.C.TO PAINT TO MATCH A 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. C2 O6 ILLUMINATED SIGNAGE. PROVIDE BLOCKING AS REQUIRED IN WALL FOR INSTALLATION.SEE ELECTRICAL 6. SPRINKLER HEADS: DRAWINGS. COORDINATE FINAL PLACEMENT WITH TENANT'S PROJECT MANAGER AND SIGNAGE VENDOR. 71X2 HVAC RETURN AIR DIFFUSER A. IN GYPSUM BOARD CEILINGS SPRINKLER HEADS TO BE FLUSH CONCEALED TYPE WITH COVER PLATES Y`Q 0 0 C) MULTI-LIGHT GLOBE CHANDELIER-SEE 19/A620 TO MATCH CEILING FINISH COLOR. EXPOSED TYPE IN OTHER AREAS, UNLESS OTHERWISE NOTED. O LINE OF STOREFRONT SIGNAGE ABOVE.SEE SIGN SHOP DRAWINGS. — D B. PROVIDE SPRINKLER HEAD LAYOUT AS REQUIRED BY LANDLORD'S INSURANCE AND BY CODE. O SECURITY CAMERA LOCATION. COORDINATE EXACT LOCATION WITH TENANT VENDOR.SEE ELECTRICAL 7. SPEAKERS:VERIFY SPEAKER QUANTITY AND LOCATIONS WITH TENANT. DRAWINGS FOR ADDITIONAL INFORMATION. EXHAUST FAN RECESSED 2X2 DOWN LIGHT O PROVIDE 1/2"CONDUIT AND PULL STRING FROM SIGNAGE TO 1-BOX/ACCESS PANEL.SEE ELECTRICAL 11 V 8. G.C.TO COORDINATE ALL SPEAKER REQUIREMENTS WITH TENANT PRIOR TO ROUGH IN. DRAWINGS FOR ADDITIONAL INFORMATION. 1 0 SPEAKER 9. ACCESS MECHANICAL AND ELECTRICAL EQUIPMENT CONCEALED BY GYPSUM BOARD CEILING THROUGH O. REFER TO FLOOR PLAN A200 FOR SERVICE ENTRY CEILING ASSEMBLY. PAINT FINISH AS REQUIRED BYK + LINEAR DOWN LIGHT(SUSPENDED AT 12'-0"A.F.F. WHERE NO CEILING EXISTS) MECHANICAL DIFFUSERS. LANDLORD REPRESENTATIVE. ® "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 p MINI RECESSED ADJUSTABLE WALL WASHER REFLECTED CEILING STRUCTURAL JOIST ABOVE. GLAZING. P I ACCESS PANEL I 11. COORDINATE WITH ALL TRADES INVOLVED TO ENSURE CLEARANCES FOR ALL CEILING RELATED 12 REFER TO 12A/A600 FOR INSULATED GYP. BD.CEILING ASSEMBLY AT THE STUDIO. 7 EXIT SIGN PLAN APPURTENANCES NECESSARY TO MAINTAIN THE SPECIFIED FINISH CEILING HEIGHT AS NOTED ON THE 1 O SECURITY CAMERA DRAWINGS. 1 ‘21:1••••9b EXIT SIGN/EMERGENCY LIGHT COMBINATION X1 12. CEILING SUSPENSION SYSTEM SHALL BE ATTACHED AT TWO ADJACENT WALLS, MAINTAIN TWO SIDESEMERGENCY LIGHT UNRESTRAINED. vi=b y cra CEILING MOUNTED DUPLEX RECEPTACLES 13. PROVIDE CEILING ACCESS TO ALL LANDLORD EQUIPMENT.CONTACT LANDLORD FOR REQUIREMENTS. ® RECESSED EMERGENCY LIGHT A300 REVIEW CEILING ACCESS REQUIREMENTS WITH TENANT PRIOR TO INSTALLATION OF ACCESS PANELS. Y1 I Q O 0 P. 0 QTYP. Cli-4) T.Q O Q O Q O O _/ +103'11"ANF.FT INISHES O1013 17 13 13 1 1313 171317 13310 0_ �6�2 L , B.O. ENTRY SOFFIT 4,_ B.O. ENTRY SOFFIT - "A.F.F. / \ it J B.O.iDIS'PLAY SOFFIT0_ / B O'DISPLAY SOFFIT 0_ AI 0 lt I I I I .11] - +11'-7"A.F.F. +11'-7"A.F.F. -1/c I 4 \ B.Q. GYP. BD. CEILING 4,_ 101 / / B.O.GYP. BD.CEILING 0_ +11!-0"A.F.F. 1 / ` `'' +11'-0"A.F.F. �_ E I _ T.O. 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CEILING � 1 +11'-7" A.F.F. _ - Ai i B.O. GYP. BD.CEILING / _ • -` +11'-0"A.F.F. N+11 '-0" A.F.F. � T.O. FIXTURES l 11 IV+8'-10"A.F.F. r�� r Y -c -1 rL_'�I i"., - i r 7 r'r�i ± 4.4 I \ - I I .! i I—r,Baru 1 p - I _ r� d / 44 _ - - I_yneraa I �/- � uy ,i 'At' 7' - ,_______, '1 : , N — /1 io� IN 1 // \ r / / / / \ S. / _ , - SEAL/SIGNATURE / I - - ,,-, . > / I I ipi �w -, I N I - - w ry �� r, { 4 \\ a / . 1 ®/ , op ice I---, v 1 r--- --- - - _ + io "\\ " / ��ill A�[ • // ! l 1 IFT.O. FINISH FLOOR • • > �� 1 ;I I �T� —""+, 01;O. FINISHFLOOR N. , • - IIIIII � 0'-0" a 1 . l �► �� o'-o" A REBECCA L. 9 / o \ / ` / OLSON N N • SAINT PAUL,MN OD ��Q�� Q� �Q� �� d� �, License#6696 �/ 11 0 0 �/ 5 �J �JTYP. @ A 19 �JTYP. 15 ,9?, , OF 6 (6), ktell4Skt 3 LEFT SALES AREA WALL ELEVATION 4 REAR SALES AREA WALL ELEVATION 1 A400 1/4"=1'-0" QTYP. JTYP. ® @TYP. OTYP. I TYP. STORE #: 040 " 0+11-0"A.F.F. PROJECT: B.O. GYP. BD. CEILINGB.O.GYP. BD. CEILINGA.F.F. A , r , of MORPHE odiT.O. MIRROR +8'-0"A.F.F. </ WASHINGTON / , ` 1' \ SQUARE �� u = 18 SPACE #B07 A I L \ __ 9577 SW WASHINGTON SQUARE RD . . _oo, i TIGARD, OR 97223 \ om pm rn II _ 4 f AT.O.0'-0" 1-0FINISH FLOOR • / 1 TT.0. FINISH FLOOR O 0 P OTYP. 1g U (-, ,c,_D ® TYP 21 20 OTYP 4 TYP. A/E PROJECT NO.: M0040 DRAWN BY: GJF CAD B0 D CHECKED BY: KDI / DRM / RLO ISSUES AND REVISIONS: STUDIO ELEVATIONS TYP. SALES COLUMN ELEVATION 100%CHECKSET 10.15.2018 `A400 1/4"=1'-0„ A400 1/4"=1'-0" LL/PERMIT/BID 11.02.2018 APERMIT/LL/TENANT REV. 12.20.2018 SALES AREA INTERIOR ELEVATION KEYNOTES O WALLS TO BE PREPPED TO A LEVEL 5 FINISH AND PAINTED AS SCHEDULED ON A210. 0 MIRROR APPLICATION AS SCHEDULED. REFER TO SHEET A210 FOR ADDITIONAL INFORMATION. K2 GRAPHIC WALL COVERING FURNISHED AND INSTALLED BY SIGN VENDOR. REFER TO SHEET A210 FOR 19 STUDIO DOOR GRAPHIC FURNISHED AND INSTALLED BY SIGN VENDOR. ADDITIONAL INFORMATION. 20 TV MONITOR (SHOWN DASHED). O BRAKE METAL FINISH. REFER TO SHEET A210 AND STOREFRONT SHEETS FOR ADDITIONAL INFORMATION. 21 POWER AND DATA/HOMI RECESSED RECEPTACLE. REFER TO ELECTRICAL DRAWINGS. 44 WALL BASE AS SCHEDULED ON SHEET A210. 22 ACOUSTICAL INSULATED PANELS AT STUDIO.APPLY IN FULL MODULES. DO NOT CUT O DOOR AND FRAME AS SCHEDULED. REFER TO SHEETS A200 AND A610 FOR ADDITIONAL INFORMATION. PANELS. O CEILING MOUNTED EXIT SIGN. REFER TO SHEET A300 AND ELECTRICAL DRAWINGS FOR ADDITIONAL 23 PRIOR TO ROUGH-IN,G.C.TO COORDINATE POWER/DATA LOCATION WITH MORPHE INFORMATION. PM AT ACOUSTICAL PANEL WALL. O WALL MOUNTED EXIT SIGN. REFER TO SHEET A300 AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 1 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. 10 REFER TO SHEETS A300 AND A510 FOR ADDITIONAL INFORMATION REGARDING STOREFRONT DISPLAY AND ENTRY SOFFITS. A 11 LIGHT BOX,SEE RESPONSIBILITY SCHEDULE. SHEET TITLE: 1� LED DISPLAY WALL. REFER TO SHEET A220 FOR ADDITIONAL INFORMATION. SALES AREA 13 PROVIDE PLYWOOD BACKING AS DIMENSIONED,SHOWN DASHED. INTERIOR ELEVATIONS 14 STOREFRONT GLAZING AS SCHEDULED.SEE STOREFRONT SHEETS FOR ADDITIONAL INFORMATION. 15CASHWRAP.SEE SHEET A220 FOR ADDITIONAL INFORMATION. e16 "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. ail B.O. (E) LL. MEZZANINE l 0 I t 1 ' i I 1 +15'-2 1/2" A.F.F. (V.I.F.) • ` �`/TYP. ` • ci>TYF. T.O. PAINT LINE Illri+12'-0" A.F.F. ` lOTYP 1 • 17 1III 9 --2::"---Nr-v..-- _ � MORPHE ORPHS O _ 22 FOURTH STREET,4TH H FLOOR 111 I 0 1 SAN FRANCISCO,CALIFORNIA 94103 3 II 1 � / TYP. . . fiimdaniels .1I . II `/a A ARCHITECT S / \ 1 2145 Ford Parkway, Suite 301 4 T.O. 1FINISH FLOOR \, / /� I \l \, / f Saint Paul, Minnesota 55116 651.690.5525 (� �d� �7l www.finn-daniels.com 7 7 O 2 © P. �J ! 3 TYP. 4 V 0 7 \-/ V (P9 g CONSULTANTS: IPB.O. (E) LL. MEZZANINE +15'-2 1/2"A.F.F. (V.I.F.) • 15� • V/� TYP. ` O2 TYP. A600 ajdk T.O. PAINT LINE 1-1+12'-0"A.F.F. I 18 • © P. \./TYP. _O B.O. MOP SINK CEILING - - T _ I ' A.F.F. 2'-0" r 16 a • r \ i- --^\ q J y ' .. \\ 16 I I II QQ — ._ I'_ ._ o - ._ - �4 / + 0 SEAL/SIGNATURE ,Q I,Q .. / . ll .__-tel 7 [---------- ..= f V —I / I 1 GED ARC' T.O. FINISH FLOOR =�� o-0 • ,St REBECCA L. /�� ®7� U U 3 TYP. 7 9 4 13 U &YP. O 07 O 70 tei O OLSON ,a { D •^ SAINT PAUL,MN • 11111 f.., License#6696 'IA OFOII, k)/16j4°t (i STOCKROOM ELEVATIONS A410 l 1/4"=11-0" QTYP. ()TYP. @-YP. 1 ,P ® STORE #: 040 aglik B.O.A.C.T.CEILINGPROJECT: IF+9'-0"A.F.F. r,, w .• I Dar MORPHE / / N /" /' '\ WASHINGTON /, �, SQUARE 1) \ \ \ SPACE #B07 "� 9577 SW WASHINGTON SQUARE RD. TIGARD, OR 97223 igh T.O. FINISH FLOOR -• \ * \I I, • / 0,-0" UTYP. V O OO TYP. UTYP, ®TYP. \-/ A/E PROJECT NO.: M0040 DRAWN BY: GJF �� (B) 0 D CHECKED BY: KDI/ DRM /RLO 2 HALLWAY ELEVATIONS ISSUES AND REVISIONS: 100 CHECKSET 10.15.2018 1/4"=1'-0" LL/PERMIT/BID 11.02.2018 APERMIT/LL/TENANT REV. 12.20.2018 BACK OF HOUSE INTERIOR ELEVATION KEYNOTES Ol WALL TO BE PREPPED TO A LEVEL 3 FINISH AND PAINTED AS SCHEDULED ON SHEET A210 TO UNDERSIDE OF GYP. BD. CEILINGS, 6"ABOVE A.C.T.CEILINGS,OR TO 12'-0"A.F.F. IN AREAS WITHOUT CEILINGS. 02 WALLS TO BE PREPPED TO A LEVEL 3 FINISH AND REMAIN UNPAINTED ABOVE 12'-0"A.F.F. 0 P �. TYP 12 12 01 TYP 12 0 7 01 TMP O WALL BASE AS SCHEDULED ON SHEET A210. O DOOR AND FRAME AS SCHEDULED. REFER TO SHEETS A200 AND A610 FOR ADDITIONAL INFORMATION. B.O.A.C.T.CEILING O WALL MOUNTED EXIT SIGN. REFER TO SHEET A300 AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. IF+9'-0"A.F.F. ` ,• w n '� n n n N 1 y — O TOILET ROOM SIGNAGE. REFER TO SHEET A020 FOR ADDITIONAL INFORMATION. T 11 I I ` O BACK OF HOUSE FIXTURES. REFER TO SHEET A220 FOR ADDITIONAL INFORMATION. 1 1 0 T ill I I N f / - O FIRE EXTINGUISHER. REFER TO SHEET A200 FOR ADDITIONAL INFORMATION. _0 I % / I 1! 'y / OMOP SINK. REFER TO DETAIL 13/A700 FOR ADDITIONAL INFORMATION. ,1'-till 3'-0' i ni 10NOT USED. � • ti / A _' _%._ T— ' \ — O 11 24" DEEP WORK SURFACE ON 22" BRACKETS. T.Q. ®$ FINISH FLOOR , —' 12" DEEP SHELF ON 12" BRACKETS. 1.0. { • \ • \ • iiiimil 12 SHEET TITLE: 13 LOCATION OF ELECTRICAL EQUIPMENT. EXTENTS SHOWN DASHED. REFER TO SHEET A200 AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. BACK OF HOUSE 14 LOCATION OF ELECTRICAL AND DATA RECEPTACLES AT MANAGER'S DESK. REFER TO ELECTRICAL SHEETS. ® UTYP 30TMP 11 11 U 14 €2)0) 7 (1)@ O OTYP 07 INTERIOR ELEVATIONS 15 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 C-13) 0 D WATER HEATER LOCATION. REFER TO PLUMBING DRAWINGS. MANAGER'S OFFICE ELEVATION S A4 1 0 19 DELIVERY BUZZER MOUNTED ABOVE DOOR/EXIT LIGHT. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. A410 1/4"=1'-0" KEYNOTES Ol LEASE LINE. OZ EXISTING LANDLORD NEUTRAL REVEAL TO REMAIN. PROTECT FROM DAMAGE. PATCH AND e• EQUAL �'e EQUAL / EQUAL REPAIR AS DAMAGED. REPLACE IF 12'-0" MAX. LENGTH 12-0MAX. LENGTH ii 12-0 MAX. LENGTH , 11II1J II 13OEXISTING DEMISING WALL TO REMAIN. PROTECT FROMO �O€4) A510 0 ' 13 9-2 A510 ' 6"DAMAGE. PATCH AND REPAIR AS REQUIRED. r i� 44B.Q. (E) L.L. BULKHEAD diih_REMAIN. PROTECT FROM TO +14'-7"A.F.F. EXISTING LANDLORD BULKHEAD —. — — -- — IV- DAMAGE. PATCH AND REPAIR AS � I r B.O. (E) L.L. REVEAL/ REQUIRED. — i T.O.TEN 131F1'NA F FISHES MORPHE O5 EXISTING BASE BUILDING El1' 22 FOURTH STREET,4TH FLOOR AI 0 R P H E STRUCTURAL COLUMN TO SAN FRANCISCO,CALIFORNIA 94103 REMAIN. PROTECT FROM Y DAMAGE. m C ® ALUMINUM GLAZING SYSTEM AS SCHEDULED. Om I , . I 11O filin. •_ _ aels 7O ENTRY DOORS AS SCHEDULED. ..i- i I T.O.GLAZING SEE A610 FOR ADDITIONAL / / +11'-10"A.F.F. ARCHITECTS INFORMATION. I f" / 2145 Ford Parkway, Suite 301 / O8 BRAKE METAL MT-1 ,AS / Saint Paul, Minnesota 55116 SHOWN HATCHED. NO VISIBLE FASTENERS. G.C.TO PROVIDE UP I I / ' www.finn-daniels.com TO4- PANELS I I N I 651.690.5525 0 x12 0 A ELS WITHOUT SEAMS AND MINIMUM GAUGE OF .063 REFER TO // / - / / ELEVATIONS FOR SEAM I i LOCATIONS. I / / CONSULTANTS: • BRAKE METAL SEAM AS LOCATED /'` -SEE DETAIL 4/A520 a ;' i a d / O. NOT USED. L,, / u, • 11 ALIGN SEAM WITH BOTTOM OF / GLAZING CHANNEL AS SHOWN. i i �` �� i 12 5/8" CLEAR TEMPERED GLASS C / / 0 SIGNAGE, LOCATED AS SHOWN - SEE DETAIL 1/A530 C + / / // i I • I , 11 O. NOT USED. 9 /� { 9 C 15 EXISTING LANDLORD COMMON EQUAL / EQUAL //EQUAL / EQUAL EQUAL EQUAL 1 AREA FLOORING TO REMAIN. I i / / s / / i PROTECT FROM DAMAGE. 12 I , / / 12 REPLACE AND/OR PROVIDE NEW, // / % / IN FULL TILES, UP TO NEW // // / i STOREFRONT BASE LINE AS / / / REQUIRED. i/ ` /'% 16 NEW SALES AREA FLOORING AS // ¢ " / SCHEDULED TO STOREFRONT / / %'� BASE LINE ON SALES AREA SIDE- / // IIIIIIIIIII SEE A210 FOR ADDITIONAL /�� INFORMATION. �' SEAL/SIGNATURE 17 LINE OF SOFFIT ABOVE (SHOWN . i / / / / % DASHED). a _ ' / /i / /, Zic� /� ' " �'/ / 8 %QED Aier O / / / C5 REBECCA L. `� 18 DOOR STOPS. 19 DUST PROOF STRIKE IN HOLD i // / / / ' / i OPEN AND CLOSED POSITIONS. / ' / , ` OLSON : ,-.3. 20 HSS COLUMN. REFER TO I //: / / .. i SAINT PAUL,MN STRUCTURAL DRAWINGS. I A /,/ / / / %/ License#6696 i / 1�� 21 HSS BEAM ABOVE. REFER TO / /' /f i / / O� STRUCTURAL DRAWINGS. i / / / /' i �F ogoktlei • / / / . . / � 22 BRACING SHOWN DASHED. REFER , TO STRUCTURAL DRAWINGS. ` I I IP T.O. FINISH FLOOR 1 0'-0" Illrik U 0 0 STORE #: 040 1 STOREFRONT ELEVATION PROJECT: `A500 3/4"=1'-0" MORPHE WASHINGTON SQUARE SPACE #B07 ai9577 SW WASHINGTON SQUARE RD. O 17 A510 0 A© TIGARD, OR 97223 / `�I \ ,r / r ,_____ \ I I \\\ - 1 f \\\\\ I ,1 0 a tl.\\ \ lit--. A/E PROJECT NO.: M0040 r - t - -A - - - - - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - --� - - - - - - -1- - _ _i_ _ . —� DRAWN BY: KDI CHECKED BY: KDI/ DRM /RLO 0 \ ,7, o \ I ISSUES AND REVISIONS: 1` I —I \ W \ 1-4 I �/ N 100% CHECKSET 10.15.2018 22 21 a in ? Q 21 22 i LL/PERMIT/BID 11.02.2018 Z z O l7 I 6 6 \ ci w Z Q \ I 520 \ x g ci I= < REV. 1r 11 I'1.7 SIM. 1 \\\. 1,, - \\\ _,.� 7,, i A h 0 I__ No C m C� CO n 17 C® 0 m C� m '` `° o 6 Na - 15 .+ - V a 16 +i /—'*\ A520 iI— - - ( - -4 A- ii-- h t i. - - - - - - - "- - - - - - - - - ! r f I 1 \ \ 1. 1 / A520 A520 REV. U U 12 15 .00 O 15 (DO@ U SHEET TITLE: r r 2'-1" , 14'-31/8"± -, 7'-0" A , 14'-31/8"± 2'_1" , STOREFRONT PLAN de n EQUAL DOOR OPENING `. EQUAL • 39'-8 1/4" (E)V.I.F. 7/8" AND ELEVATION 1 7/8"-- �,, , (E)V.I.F. i TENANT FINISHES (E)V.I.F. 1'-0" (PER LOD)V.I.F. -"e 37'-11"V.I.F. , 7-----";•11-0"(PER LOD)V.I.F. LEASE LINE TO LEASE LINE TO LEASE LINE I ' LEASE LINE TO LEASE LINE 39'-11" (E)V.I.F. / LEASE LINE A500LEASE LINE TO LEASE LINE e 2 STOREFRONT PLAN A500 3/4"=1'-0" KEYNOTES O 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. A I 0 .l It 1' 11 1 1] O4 ALUMINUM GLAZING SYSTEM AS SCHEDULED. O ENTRY DOORS AS SCHEDULED.SEE A610 FOR ADDITIONAL INFORMATION. CO 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. MORPHE 8 WRAP 3/4" FIRE RATED PLYWOOD WITH BREAK METAL _MT-1 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. • in (laIaIiieis 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 BREAK METAL MT-1 . NO VISIBLE FASTENERS. 10 0 651.690.5525 www.finn-daniels.com 15 LIGHT BOX, BEYOND,SEE RESPONSIBILITY SCHEDULE. T.O. (E) L.L.STEEL BRACING -�'"�_ 15 EXISTING LANDLORD COMMON AREA FLOORING TO REMAIN. T.O. (E) L.L.STEEL BRACING '~ CONSULTANTS PROTECT FROM DAMAGE. REPLACE AND/OR PROVIDE NEW, IN FULL — — — — --' I — — — — IP+15'-2"A.F.F. (V.I.F.) `` - '� I +15'-2"'A.F.F. (V.I.F.) i-- _Y-;; _ i TILES, UP TO NEW STOREFRONT BASE LINE AS REQUIRED. • O Y s ' C). •� 1 �--� 17 NEW SALES AREA FLOORING A5 SCHEDULED. SEE SHEET A210 FOR — �I — — — B.O. (E) L.L. BULKHEAD - A520 r-r — — — _ B.O. (E) L.L. BULKHEAD ADDITIONAL INFORMATION. : _ +14'-7"A.F.F. 3 - _ I 7 +14'-7"A.F.F. 18 SIGNAGE REFER TO 1/A530 FOR ADDITIONAL INFORMATION. ' { — 1 I SO B.O. (E) L.L. REVEAL/ =•--— — 8O B.O. (E) L.L. REVEAL/ } — _ T.O.TENANT FINISHES r \ } — — T.O.TENANT FINISHES I EXISTING STEEL BRACING WHERE OCCURS TO REMAIN (SHOWN f 7 r -- i E - . . . .._.. . . _. .._._7.+ ,_ +13`-11"A.F.F. —„-----_---- �� +13'-11”A.F.F. SHADED). PROTECT FROM DAMAGE. + + a., -I+ + I + + 1 + + +F + - + 1 + I�, + + + + + l + + + + ; + + + + + + + + + ,II 20 HSS BEAM. REFER TO STRUCTURAL. \_ / \ / II + + t + + + + I I 1 + +� + + + + + + I I + + ,i, ---- --- --- --- k - / • \ i11 1 7 20 f -,, --- ----,-- OD - X11 I 7O +// i \�-1- C.) E +r// `�+ ,i11 = f a 11 a: = 18• iiiik B.O. (E) L.L.STEEL BRACING k; -- --- ' ^ i_jaB.O. (E) L.L. STEEL BRACING _ — -- --- Iq I -N +12' 2"A.F.F. (V.I.F.) — — — — �' 1-A7-+ + + _ } T.O.GLAZING/ +12'-2"A.F.F. (V.I.F.) — — �� + + + + MIL 1 1111 T.O.GLAZING/ --- - -- I + + + + �f � — — B.O. ENTRY SOFFIT AI1I11I + + BOTFT q!,_rTJ +11'-10"AFF. ♦ I I II +11' 10"AFFBODISPLAYSOFFIT + + + + + � - BODISPLAYSOFFIT _ _ `� + ' .. __ + i 4 j joii .it .111 .V 1'.r I.�.rr1 . ri i. li I.�..r I. •r.l l i'r.0 1 .V r■ .. �..it ..r +1V-7"A.F.F. — ► _ _ �� \ i-- / © +11'-7"A.F.F. \` I_ 0 O 5 A B.O.GYP. BD. CEILING I B.O.. . . . A52 0 IIFIF +11-0" A.F.F. r +11-0"A.F.F. , ' ' , / \ SEAL/SIGNATURE r , \ !\ r P-1 ` 1` 0 0 P-4 • r' 0 P-4 r i O \ \ r \� 13 rr` i — — T.O. ENTRY DOORSisi /\\\ 13 erI REBECCA L. tIO \\ Ii +9'-6"A.F.F. ', ; , I OLSON r \ r \v r �, v, ;r SAINT PAUL,MN \ / ; • ' I� O \\ I , License#6696 '� / 11 \ Q\\\ -10" "Eq. /1 rI , Q 4' , , E4' 1 1" . / II O �� OF ) I del • - "I 1" \ IA-71 ^5� \ / \ r \ r \ 1 \ ` \ / O \ 5' " r 2' 6" y 5'-0" 2'-6" \ / \ / \ / POP-OUT / \ r POP-OUT / / \ r / \ If / 14 I \\'\ /r • 14 s 1111 I • • ' O 15� \\ • ;r 15 ,` • rr / , r , r , r i , r , r \ r ,. , r , r / , r , r I-I \ r 7 1-i \ r / '7' 71STORE #: ID A ID , I 040 , - I , , /, r , r , ,' \, ; 1, / I PROJECT: '\ r` N. / �' I / \ I / \ i ' f MORPHE / I r \ I r , r , r , / r \ / 1 i / 1 / / / WASHINGTON /` I ///,// SQUARE,, , / I , ' , / / r' \\ SPACE #607 I �1' \\\ / 9577 SW WASHINGTON SQUARE RD / \, / / / �, // / / TIGARD, OR 97223 / \ j / �' '\\ \ / / / r \ / , /; / / I , % • r , / r \ % r \ I , \\ / ; \ / \ `\ I ,r \\ / i A/E PROJECT NO.: M0040 r \ r , / r� ,\ ,/ \', DRAWN BY: KDI (:; ;I) `\ I r ', —� CHECKED BY: KDI / DRM /RLO r` 0 \\ I r' 0 ,, / 1 �r \ ,\ I ISSUES AND REVISIONS: r \ 1 \ ; '\ rr T" '\ I 1 100% CHECKSET 10.15.2018 (� • T.O. FINISH FLOOR y i T.O. FINISH FLOOR AL �< 0,-a" \` — / 0'-0" LL/PERMIT/BID 11.02.2018 PERMIT/LL/TENANT REV. 12.20.2018 @ ,/ e _.., (ii; . 0 CL ENTRY DOORS SHEET TITLE: STOREFRONT SECTIONS 1 STOREFRONT SECTION AT ENTRY DOORS 2 STOREFRONT SECTION AT DISPLAY WINDOW A5 1 0 A510 1"=1'-O" A510 111=11-0" 1'-2 7/8 KEYNOTES 2 1/2" " 2" „ ; , 3 5/8'.3 /2 5/8” 1'-101/8"± �r •4e� (E)V.I.F. EQ. .vg EQ. O1 LEASE LINE. ID O EXISTING LANDLORD NEUTRAL REVEAL TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS REQUIRED. ^ 0 O EXISTING DEMISING WALL TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS REQUIRED. O v. m '® 1013 ! I 0 It P 11 4O EXISTING LANDLORD BULKHEAD TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS © / REQUIRED. 411:) O 3/4"X3/4" BLACK ALUMINUM REVEAL. COORDINATE EXACT TYPE AND ATTACHMENT METHODS WITH ® .' LANDLORD PRIOR TO BID. ``�-__ ` � �/ // // T.O.TENANT FINISHES I 06 ALUMINUM GLAZING SYSTEM AS SCHEDULED. ® SEE SHEET A510 r V O O CLEAR TEMPERED GLASS GL-1 . REFER TO 1/A500 FOR GLASS THICKNESS. I I f 0 O8 2"X2" GLAZING RAIL TO MATCH MT-1 .ANCHOR SECURELY AT TOP AND BOTTOM,TYPICAL. I I 1 } I MORPHE 9 2"X6"STOREFRONT GLAZING BASE TO MATCH MT-1 .ANCHOR SECURELY AT TOP AND BOTTOM, —+— —+- r 1 18 El 1/2/ ' ' 22 FOURTH STREET,4TH FLOOR t SAN FRANCISCO,CALIFORNIA 94103 O TYPICAL. 1 1 _ I ` ooh :- -. I � . 3/4" FIRE RATED PLYWOOD WRAPPED WITH BRAKE METAL MT-1 1 1 -+ -+I - r I� 13 _ _ _ _ _ _ _ _ _ _ ` / .. / 11 NOT USED. . -, - _ 1 15 m / /7` ( /— /// / liiiIi ( L • \ lkS I NJ ` - P ® 1/2" FIRE RATED PLYWOOD.G.C.TO PAINT P-4 \ 0' I 'II 24 _ ��1/1fi e \ ' MAX.GAP ARCHITECTS 13 5/8"TYPE 'X'GYP. BD. G.C.TO PAINT P-4 'WHERE EXPOSED. NO FINISH REQUIRED WHERE COVERED. • 1 -\ 25 Il O U U 15 10 0 ® 0i €.2) 1 U 2145 Ford Parkway, Suite 301 14 { Saint Paul, Minnesota 55116 5/8"TYPE 'X'GYP. BD. REFER TO A210 FOR ADDITIONAL INFORMATION. A I 6esota .5116 525 15 3 5/8" 20 GAUGE METAL STUD FRAMING AT 16" Q.C. � r www.finn-daniels.com • FIRE RATED BLOCKING,AS REQUIRED. �--� 191 CL. 1 _ X SEAM 17 LIGHT BOX,SEE RESPONSIBILITY SCHEDULED. �/ r b CO� b CONSULTANTS: 1/8"GLAZING GAP, l 1 BULKHEAD DETAIL r � _� D GLAZING CORNER DETAIL 4 BRAKE METAL SEAM DETAIL 520 3"=1'-0" l J 3"=1'-0" `A520 6"=1'-0" 19 1" WIDE KERF IN FIRE RATED PLYWOOD. DEPTH VARIES ON PLYWOOD THICKNESS.COORDINATE WITH z I BRAKE METAL VENDOR. I _ ` 20 BRAKE/BEND BRAKE METAL TO RETURN INTO KERF. NO EXPOSED EDGES. '' 1 21 EXISTING BASE BUILDING STRUCTURAL COLUMN TO REMAIN. PROTECT FROM DAMAGE. rl 22 EXISTING STEEL BRACING WHERE OCCURS TO REMAIN. PROTECT FROM DAMAGE. 23 METAL STUD FRAMING. SEE STRUCTURAL. ,? 0 24 HSS COLUMN. REFER TO STRUCTURAL DRAWINGS. t, 25 HSS BEAM. REFER TO STRUCTURAL DRAWINGS. 04) (1\ 2fi J-BEAD AND SEALANT. 0 I 0 27 BRAKE METAL MT-1 ,AS SHOWN HATCHED. NO VISIBLE FASTENERS.G.C.TO PROVIDE UP TO 4'-0" x 10 Iriir - -, 0 I 12'-0" PANELS WITHOUT SEAMS AND MINIMUM GAUGE OF .063 REFER TO ELEVATIONS FOR SEAMU 13 %�; 1 / LI LOCATIONS. O r \ • 15 • BRAKE METAL SEAM AS LOCATED-SEE DETAIL 4/A520. - / I:. 1, '-' 13 'r____________H 29 WHERE ADJACENT TO METAL REVEALS PROVIDE FULL DEPTH EDGE RETURN OF BRAKE METAL PANEL. _.------ 1 �O 30 PROVIDE FULL DEPTH EDGE RETURN OF BRAKE METAL PANEL AT LIGHT BOX. '414A A 2_ ` 7 .....__ ____ _ <„, o 31 G.C.TO PAINT KERF P-4 PRIOR TO INSTALLATION OF BRAKE METAL. % l O t' mio f c27 0 4> SEAL/SIGNATURE 1 T.O. GLAZING/ •. ,. . i:. • i- �t. �r�; •: ^ B.O. ENTRY SOFFIT � © SEE SHEET A510 0 //` / / // / / /IF (1)=-I C \ •GED A RCS ® © C5~S REBECCA L. � 26Z: O 13 OF77 OLSON n 411) �1 O • SAINT PAUL, N • _ License#6696 t- 1 (E)V.I.F.181 `� Ie 2'-1" EQ. � ;/' EQ l��' OF 4� . I , EQ. EQ. , " „ EQ. EQ. J.• 1 0 (PER LOD)V.I.F. 1 2 7/8 e2 a �� / vssiv 2" LEASE LINE TO ' / / 2" • • LEASE LINE 4' I GLAZING HEAD DETAIL 6 NEUTRAL PIER DETAIL D GLAZING JAMB DETAILNOT USED 520 3"=1'-O" A520 11/2"=1'-0" 6"=1'-0" A520 2" / • / EQ•�f/_ EQ. 0 O2 STORE #: _ 040 B.O. (E) L.L. BULKHEAD I +14'-7"A.F.F. IVO. OI B.O. (E) L.L. REVEAL/ PROJECT: O T.O.TENANT FINISHES+13'-11" A.F.F. I • 27 MORPHE Xiv- 3/4" WASHINGTON 28 SQUARE O T.O. GLAZINGSPACE #B07 +11'-10" A.F.F. I 9577 SW WASHINGTON SQUARE RD TIGARD, OR 97223 T.O. FINISH FLOOR diL I 0'-0" IVI A/E PROJECT NO.: M0040 DRAWN BY: KDI CHECKED BY: KDI / DRM/ RLO ISSUES AND REVISIONS: 9 GLAZING SILL DETAIL NOT USED 11 NOT USED 100% CHECKSET 10.15.2018 A520 3"=1'-0" 520/ A520• I LL/PERMIT/BID 11.02.2018 APERMIT/LL/TENANT REV. 12.20.2018 0 0 SHEET TITLE: STOREFRONT T.O. FINISH FLOOR DETAILS 0'-0" U 13 NOT USED 14 NOT USED 15 NOT USED 15206 SIDE STOREFRONT ELEVATION A520 ` A520 1A520 \A520 3/4"=1' 0" „e 9'-2” ,e G.C.TO INSTALL F.R.T. Al � � I 1 ' 11 I F BLOCKING, COORDINATE ALL REQUIREMENTS WITH1 3/16" SIGNAGE VENDOR G.C. TO COORDINATE — ]IN I 0 II. I) H E POWER REQUIREMENTS ~� _■ 0o WITH ELECTRICAL DWGS. T MOUNTED illi m AND SIGNAGE VENDOR 9 • 111 / FACE LIT m M LETTERSINDIVIDUALLY o \ U 4.62 -,/-- MORPHE 22 FOURTH STREET,4TH FLOOR 3-- A I , SAN FRANCISCO,CALIFORNIA 94103 © F , Lndaniels A530 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 651.690.5525LANDLORD FOR REVIEWS AND 2. SIGNAGE SHOWN FOR REFERENCE ONLY. SIGN VENDOR TO SUBMIT SIGN SHOP DRAWINGS APPROVALS UPON TENANT'S www.finn-d .com UNDER SEPARATE COVER TO LANDLORD FOR APPROVAL PRIOR TO FABRICATION. REVIEW AND APPROVAL. L J (.1 STOREFRONT SIGNAGE DETAIL3 STOREFRONT SIGN SECTION NOT USED X53/A 0 / 1��-1'-0" 1 A530 1 1/2"=1'-0" A530 SEAL/SIGNATURE . V., ARS tiS .,-A. C. REBECCA L ,� OLSON •�-3 •_ SAINT PAUL,MN • V2, License#6696 `� il> OF o I 110 I�, .4 6 NOT USED NOT USED � s NOT USED �1 NOT USED 10 NOT USED A530 A530 A530 1/4.5_3.0,) ` A530 STORE #: 040 PROJECT: MORPHE WASHINGTON SQUARE SPACE #B07 9577 SW WASHINGTON SQUARE RD TIGARD, OR 97223 A/E PROJECT NO.: M0040 DRAWN BY: GJF CHECKED BY: KDI / DRM / RLO ISSUES AND REVISIONS: 11 NOT USED DNOT USED ( 13� NOT USED14 NOT USED 15 NOT USED 100/ CHECKSET 10.15.2018 A530 \A530 2 A530 A530 LL/PERMIT/BID 11.02.2018 1 CONSTR. BARRICADE GENERAL NOTES CL LEASE LINE AT 19 ENTRY LEASE LINE AT - NEUTRAL PIER A530 DOORS NEUTRAL PIER 1. G.C. SHALL COORDINATE TEMPORARY CONSTRUCTION BARRICADE PRIOR TO COMMENCEMENT OF L___///.' LEASE LINE WHERE LEASE LINE WHERE i CONSTRUCTION, PER INSTRUCTION OF MALL OPERATIONS MANAGER. REFER TO RESPONSIBILITY OCCURS RETURN OCCURS RETURN i SCHEDULE. BARRICADE TO BARRICADE TO MALL BULKHEAD (WHERE OCCURS) NEUTRAL PIER,TYP. NEUTRAL PIER,TYP. J, /�� VISQUEEN 2. G.C. TO COORDINATE ALL REQUIRED BUILDING PERMITS FOR BARRICADE. `" ' 3. ALL COSTS ASSOCIATED WITH SUCH BARRICADE INSTALLATION TO BE RESPONSIBILITY AS z i IDENTIFIED IN RESPONSIBILITY SCHEDULE. a cc GYP. BD. OVER 3 5/8" x 25 GA. METAL 'J i (.7 4. G.C. TO VERIFY ALLOWABLE FINISH SIZES, ESPECIALLY CLEARANCES REQUIRED CLEARANCES IN i STUDS. AT 24" O.C. MUD&TAPE Q o z z MALL COMMON AREA, OF BARRICADE WITH MALL OPERATIONS MANAGER. LI L, 0 JOINTS TYP. SMOOTH FINISH. TBD I < / 8'-0" i• _ 5. DO NOT ATTACH TO ANY LANDLORD'S FINISH MATERIALS. PROTECT ALL LANDLORD FINISHES FROM Lir "-' a ,. = J ' LL 0 Q DAMAGE. G.C. TO PROVIDE ONE LAYER OF 1/2" HOMOSOTE TO BE PLACED ON THE FLOOR W O ' ` F ,/ - i a BETWEEN THE LEASE LINE AND BARRICADE TO PROTECT FLOORING. . / \ , _ ZQi" � W , cc �'-1 z 2 �. �\\ ,/ / w z a 6. DOORS IN TEMPORARY BARRICADE SHALL BE FRAMELESS HIDDEN HINGE DOOR WITH A DEAD BOLT w = / \ i , , rI 1C I- I-- /_ ` / // `-' F --I ONLY. O `. i,) z 3 5/8" x 25 GA. METAL STUD ,-4 Q 2 • TBD u_ •---I TBD �j-' • \\n // •--- I TBD H----- • TBD -. i /IA z 7. BARRICADE AND GRAPHICS MUST BE KEPT IN GOOD REPAIR THROUGHOUT THE DURATION OF \ / , BRACING AND BOTTOM STRUTS AT w i W //' / 10'-0" O.C. MAX. SECURE BOTTOM f- 1- CONSTRUCTION. REPAIR AND/OR REPLACE BASE, WALLBOARD, GRAPHICS, ETC. AS NEEDED. \�` // // li STRUTS W/SANDBAGS AS LL 8. G.C.TO COORDINATE REMOVAL OF TEMPORARY BARRICADE UPON CONSTRUCTION COMPLETION. SHEET TITLE: \\ // i �� REQUIRED. c7 COORDINATE EXACT REMOVAL TIME WITH TENANT'S P.M. AND LANDLORD REPRESENTATIVE. i / , w e 3`-0" I 3'-0" PAIR 3'-0" x 7'-0" DOORS FOR ' _1,,,_,/ ' I 4 LEASE LINE, WHERE OCCURS > 9. BULKHEAD, NSIBLE TO CEILING, WALLTS ETC.AFTER REMIR, /OR OVAL OF BARRICADE.EPAINT ANY MAGE TO MALL COMMON AREA SIGNAGE AND �� .� ACCESS. PROVIDE AND r INSTALL DEADBOLT LOCK . BARRICADE DETAILS CENTER ON e 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. �� ,3 -0" MAX. NOTE: 39'-11" (E)V.I.F. ,3'-0" MAX. / e----'2'-6"2'-6" 2'-6" �3'-0° MAX. 2.6 I POP-OUT SEE BARRICADE GENERAL I • .0' LEASE LINE TO LEASE LINE d' VERIFY W ' POP-OUT POP-OUT VERIFY W/f . VERIFY W/ LEASE LINE MANAGMENT i NOTES FOR ADD'L INFO. i VERIFY WITH MALL OPERATIONS MANAGER MANAGMENT LEASE LINE LEASE LINE MANAGMENT A530 L J 16 BARRICADE ELEVATION BARRICADE SECTION A530 19 1/4"=1' 0" A530 1/4"=1'-0" C.ci\ 10FOR BRACING @TOP OF WALL, RfFER TO DETAIL 145A600 FOR BRACING @ TOP OF WALL, REFER TO DETAIL 14r 7 600 ` NOTE: 00 A600 A600 NOTHING IS PERMITTED TO BE ATTACHED UNDERSIDE OF FLOOR OR ROOF ABOVE -/ UNDERSIDE OF FLOOR OR ROOF ABOVE A600 TO, SUSPENDED FROM, OR PENETRATE THE UNDERSIDE OF STRUCTURE \\- nUNDERSIDE OF STRUCTURE FLOOR/ROOF DECK ABOVE. FRAME, BRACE T n T T AND/OR SUSPEND,AS NEEDED, TO/FROM TOP CHORD OF JOISTS OR STRUCTURAL I . ' I I � 1 I I i ' I I f . I STEEL WHICH EXISTS ABOVE TENANT SPACE. i It P 11 11 ,1 4 1 :7 ..: 1 � I 20 GA. TYP DEEP LEG MTL. TRACK ANCHOR TO I I I PATCH & REPAIR ALL FIREPROOFING AT A 0 16 GA.TYP 3 5/$" MTL. TRACK ANCHOR TO 16 GA.TYP 3 5/8" MTL. TRACK ANCHOR TC I 20 GA.TYP DEEP LEG MTL. TRACK ANCHOR TO i UNDERSIDE OF STRUCTURE AT 24" O.C. MAX. AND 12" i UNDERSIDE OF STRUCTURE AT 24 O.C. MAX. AND 12" EXISTING STRUCTURE. UNDERSIDE OF (E) SLAB AT 24" O.C. MAX. AND 12" I I UNDERSIDE OF (E) SLAB AT 24" O.C. MAX. AND 12" I • I FROM EA. END ----)16.1 I FROM EA. END FROM EA. END. FROM EA. END. LINE OF CEILING WHERE OCCURS (EXTEND GYP BD.TO - - - T rCOORDINATE ATTACHMENT • �' UNDERSIDE OF (E) DECK WHERE NO CEILING EXISTS) )- ' REQUIREMENTS AT F Y' LINE OF CEILING WHERE OCCURS (EXTEND GYP BD. TO STRUCTURE ABOVE WI { KY t.a `t UNDERSIDE OF (E) DECK WHERE NO CEILING EXISTS) LANDLORD PRIOR TO r ,� a t t LCONSTRUCTION. J ~ r l MORPHS 4, - 22 FOURTH STREET,4TH FLOOR i f SAN FRANCISCO,CALIFORNIA 94103 • :r • F J II a i W • a CONT. 18 GA. DEEP LEG 16 GA. TYP MTL. STUDS SPACED @ 24" O.C., SEE 'r,_ 16 GA.TYP MTL. STUDS SPACED @ 24" O.C., SEE ` • SOUND ATTENUATION INSULATION r E TENANT DEMISING PARTITION OR EXTERIOR + =r"• �+ " r r = ( ) DEFLECTION TRACK(1 1/2 MIN. TABLE BELOW FOR STUD SIZES ; TABLE BELOW FOR STUD SIZES r (REQ'D. @ STUDIO AND TOILET ROOM t; WALL(WHERE OCCURS) '2 DEEP LEGS). CONNECT TO ROOF ° is WALLS) i� i STRUCTURE WITH (2)#12 SCREWSfilm daniels CONT. 3 5/8" X 20 GA.TRACK WITH ARCHITECTS N '. ;! A • - r (1) #12 SCREW IN EACH FLANGE OF 2145 Ford Parkway, Su.: .. ,. ite uite 301 5/8"TYPE 'X' GYP. BD. AT BOTH SIDES OF METAL 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 �. EACH STUD STUD FRAMING. SECURE TO MTL. FRAMING W/ STUD FRAMING. SECURE TO MTL. FRAMING W/ FRAMING. SECURE TO MTL. FRAMING W/ 1"(L)TYPE 'S' :.` FRAMING, SECURE TO MTL. FRAMING W/1"(L)TYPE 'S'SELF Saint Paul, Minnesota 55116 1"(L)TYPE 'S' SELF TAPPING STEEL SCREWS PLACED • 1"(L)TYPE '5' SELF TAPPING STEEL SCREWS PLACED ,`: 4 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" O.C. IN THE FIELD OF THE BOARD www.finn-daniels.com 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. 61111 : ?' 5 NON-RATED DEFLECTION CONSULTANTS: 1 ` y A600 3"=1'-0" ,i {Y • :, .n e� 4 ,_ SOUND ATTENUATION INSULATION 'i : * (REQ'D. @ STUDIO AND TOILET ROOM y .011111P- WALLS) 3: i. • • F 4 1 CONNECT DEFLECTION TRACK TO '• STRUCTURE W/(2)-#12 SCREWS 16" O.C. . FOR METAL DECK INSTALLATION 2. : a' • R • 16 GA. TYP MTL. TRACK. ANCHOR TO FLOOR SLAB .. 16 GA.TYP MTL.TRACK. ANCHOR TO FLOOR SLAB > 1 20 GA. STD. LEG MTL.TRACK WI HILTI X-DNI 32 P8S15 G• , 20 GA. STD. LEG MTL.TRACK W/ HILTI X-DNI 32 P8515 AT 24" O.C. MAX. AND 12" FROM EITHER END W/ AT 24" O.C. MAX. AND 12" FROM EITHER END W/ r• @ 3'-0" O.C. MAX. AND 12" FROM EITHER END s" F @ 3'-O" O.C. MAX.AND 12" FROM EITHER END HILTI DS SERIES POWDER ACTUATED PINS. COMPLY HILTI DS SERIES POWDER ACTUATED PINS. COMPLY r' • ` �W/ ICBO#1632. W/ICBG#1632. ` _ - ii `` 3M FIRE : -� 3M FIRE ":;�- BARRIER CP25 ! I BARRIER CP25 I :op- - ' SAFING MATERIAL BASE TREATMENT. REFER TO INTERIOR ELEVATIONS. BASE TREATMENT. REFER TO INTERIOR ELEVATIONS. I I BASE TREATMENT. REFER TO INTERIOR ELEVATIONS OR APPROVED i , 1 OR APPROVED BASE TREATMENT. REFER TO INTERIOR ELEVATIONS }+ i �` EQUAL 1 I EQUAL ::► 1 �'�'r \) FINISH FLOOR- REFER TO FINISH SCHEDULE. FINISH FLOOR- REFER TO FINISH SCHEDULE. i FINISH FLOOR- REFER TO FINISH SCHEDULE i �� FINISH FLOOR- REFER TO FINISH SCHEDULE - - �� SEALANT i ...---1 Y `� .k` Y J. s, , SEALANT W/BACKER ROD 1 LAYER TYPE "X" GYP. BD. fi".- ka itiutititi' ' - NOTE: NOTE: '� -_ 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 (DOZ. nt 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, • 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 QED A fe ti� c ,..A Ct REBECCA L. tsi tn TAG# METAL STUD SIZE NOTES TAG # METAL STUD SIZE NOTES TAG# METAL STUD SIZE NOTES TAG # METAL STUD SIZE NOTES RUNNER TRACK OLSON 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" j" .I 9?, 30 3 3 5/8" 40 2 2 1/2" OF OO likl,, •, 30 4 6" 40 3 3 5/8" ASSEMBLY PER U.L. NO. HWS-0008 VS14151 40 4 6" -6 1-HOUR RATED PARTITION ( DEMISING WALL) r9 1-HOUR RATED PARTITION (ALCOVE) ($ NON-RATED PARTITION -9 NON-RATED FURRED PARTITION 113 RATED DEFLECTION TRACK A600 1 1/2"=1'-0" \A600 1 1/2"=1' 0" 600 11/2"=1'-0" ` A600 11/2"=1'-0" ` A600 3„=1'-0" 1 -1 G.C.TO VERIFY LAYOUT TO ALL CONNECTIONS TO COMPRESSION FILLER UNDERSIDE OF STRUCTURE ALLOW FOR CLEARANCE FOR STRUCTURE ABOVE TO BE N 41i ♦ ♦ 6" 16 GA. DOUBLED MTL. LIGHT FIXTURES-ADJUST AS COORDINATED WITH LANDLORD 3 5/8" 20 GA. STUD. „ ° ° STUD HEADER DOUBLE STUD @ SIDES X u I ° ° REQUIRED PRIOR TO CONSTRUCTION a K MECHANICALLY FASTEN TO I OF OPENINGS L J L I . STRUCTURE AS REQUIRED. 6" 16 GA. MTL.JOIST @ 16" O.C. G.C. TO FURNISH AND INSTALL MIN. o z 1 `�`� LINE OF CEILING, WHERE R-13 SOUND BATT IN5ULATION (E) STRUCTURE 3/4" CDX W.R. \\- ;:r OCCURS - HEAVYT BAR HANGING i 1 5/8" GYP. BD. TO 6" ABOVE PLYWOOD STORE #: DRYWALL SYSTEM ` i - - ADJACENT CEILING FINISHES L 040 - - MECHANICALLY FASTENED PER CONUS W.R. !'- WALL ANGLE MFR. RECOMMENDATION 3 5/8" 20 GA. MTL. JOIST 1"x:DFI,NTyUp0. " WOOD z rCOORDINATE @ 16" O.C. TO STRIAT PROJECT: BACKING PLATE r c__? ___ 44 ANGLE BRACKET ATTACHMENT STRUCTURE ABOVE PERIMETER --? , ppl REQUIREMENTS AT ° 6" 16 GA. DOUBLED MTL. .l I I 1 J 11 I _ 12 GA. HANGER WIRE @ 48" STRUCTURE ABOVE Fy (4)#8 TEK SCREWS STUD HEADER �� A 3 5/8" 16 GA. 6" x 16 GA. MTL. PLANT - f 1 I J \ J " O.C. & WITHIN 6" OF END OF W/ LANDLORD PRIOR / i S c MTL. STUD MOR H --•---- I WELDED @ 4 STUD MIN. B.O. GYP. BD. CEILING ... - mss,.=-%. -_. .- _......•: ... .... t...----•-•:-r••: '•,. ..: ••'•,. I..;.f ..0 CARRYING CHANNEL TO CONSTRUCTION. HEADER ON TOP -0 .. L J ° • • 3 5/8", 20 GA. STUDS DIAGONAL B.O. GYP. BD. SOFFIT _ OF 16 GA. MTL. WASHINGTON �� 4 STUDS SEE SHEET A300 I1 i • 1 / + " • STUD TRACK co@ 16" O.C. ' EXTEND GYP. BD. & = BRACING TO STRUCTURE AT 8'-0 A.F.F. 5/8" GYP. BD. CEILING SQUARE A60 MIN. FRAMING UP TO 4'-0" O.C-ALTERNATE 3 5/8" 16 GA. MTL. STUD j TAPE CORNERS- FINISH WHERE -- MAIN RUNNER @ 48" O.C. UNDERSIDE OF (E) DECK DIRECTION) HEADER ON TOP OF 16 GA. - • 5/8" W.R. GYP .BD., A ° 4 - TYP.THROUGHOUT SPACE #B07 EXPOSED WHERE NO CEILING EXISTS (4) #8 TEK SCREWS MTL. STUD TRACK DOUBLE STUD @ SIDES CROSS RUNNER @ 24" O.C. 4G OF OPENINGS HEAVYT BAR HANGING ' 9577 SW WASHINGTON SQUARE RD -v 3 5/8" 20 GA. STD LEG r NOTE: , ) / F.R.P.,TYP. TIGARD, OR 97223 1'-'_ 04 1 DRYWALL SYSTEM TRACK NOTHING IS PERMITTED TO BE �_ ,/,/ THROUGHOUT 3/8" LONC �1�► �-- -/� 1 ATTACHED TO,SUSPENDED FROM, OR 16 GA.TYP 3 5/8" MTL. ----j WALL ANGLE STUDS BASE TREATMENT 1/16 TYP. ‘ - �-7 PENETRATE THE FLOOR/ROOF DECK y ALL FLANGES OF '• - 5/8" GYP. Bb. CEILING • i ABOVE. FRAME, BRACE AND/OR - REFER TO INTERIOR BACKING PLATE TO 16 Ai CEILING TILE I I SUSPEND,AS NEEDED, TO/FROM TOP 16 GA. STD. LEG MTL.TRACK ELEVATIONS GA. STUD ` I J ., SEE SHEET A300 I CHORD OF JOISTS OR STRUCTURALW/ HILTI X DNI 32 P8S15 @ C - 1r ► f I I Y = ` I STEEL WHICH EXISTS ABOVE TENANT 3' 0" O.C. MAX. AND 12" :-•I ? "'I , FINISH FLOOR- �.� C - y �� irN r 1D I SPACE. PATCH & REPAIR ALL FROM EITHER END t - \' - REFER TO FINISH 'I It B.O. GYP. BD. CEILING s_. .:�•.r-, .._ t.�•-•�: .. ,....•.•_ .., CEILING TILE I �• SCHEDULE A/E PROJECT NO.: M0040 16 GA. SCREW STUDS SEE SHEET A300 TI ,•; & GRID CL 1 L FIREPROOFING AT EXISTING STRUCTURE. I .: I WHERE BACKING PLATES �' ° DRAWN BY: GJF LINE OF CEILING I OCCUR 40 103 TAPE CORNERS FINISH WHERE (WHERE OCCURS 5/8" GYP. BD. MOP SINK-REFER TO 13/A700 AND BACKING PLATE 6" x 1 • EXPOSED - ;]t p 1/4" 16 GA.TRACK •� `_ v' PLUMBING DRAWINGS FOR ADD'L. INFO CHECKED BY: KDI / DRM / RLO NOTCHED AROUND AND /,' 1" ISSUES AND REVISIONS: LONG116GROpVE SUSPENDED TILE CEILING ASSEMBLY T. PARTITION BRACING DETAIL PARTIAL HEIGHT MOP SINK PARTITION 100% WELDED TO STUDS � WELD TYP. @ WEB OF BD. CEILING ASSEMBLY T� GYP. 12 BRACING PLATE TO CHECKSET 10.15.2018 STUD A600 311=1.'-0" \A600 3"-1'-O" 600 / 3"=1'-0" `A600 / 1 1/2"=1'-0" LL/PERMIT/BID 11.02.2018 BLOCKING PLATE TYPE "B" PERMIT/LL/TENANT REV. 12.20.2018 VVV V'YV VVVVVV--..,-- DOUBLE -DOUBLE STUD @ SIDES A. TABLE BELOW IS BASED ON UNIVERSAL INDUSTRIES, UNIMAST(USG) CORPORATION'S LIMITING - "`�" ' LED Return to vow LED Return to NOTES: TYP. 20 GA. MIN. SCREW OF OPENINGS HEIGHT TABLES FOR UNBRACED STUDS SPACED 16"AND 24" O.C. (SYSTEM FOLDER SA-923-1990 LI FT Flanged Mount Main Menu LIFT Flanged Mount Main Menu STUDS • 1I•)$ EDITION), REQUIREMENT FOR 5 PSF LATERAL PRESSURE AND 1/240 ALLOWABLE bEFLECTION FOR Note:LIFTrequiresatleast2peopletoinstall. Note:LIFT requires at least2peopletoinstall. 1. WHEN FIXTURES ARE COMBINED, G.C. TO fFLEXIBLE FINISHES, WITH 1 LAYER OF GYP. BD. PER SIDE OF STUD. COORDINATE REQUIREMENTS WITH SCHEDULED HEIGHTS MAY BE INCREASED BY 50%WHERE THE 5TUD5 ARE DIAGONALLY BRACED AT DIMA- DIMA MANUFACTURER AND MORPHS PM PRIOR TO _ CEILING FRAMING. THE MAXIMUM HEIGHT POINT TO THE STRUCTURE ABOVE @ 40" O.C. �M° .. o1 - A cCAUTION! MANUFACTUREDY A MP Y TH R THEN USG VERIFY C. WHEN USING STUDS B COMPANY OTHER DIM DIME DIM DIME („....7.-71 _______ 20 GA" / ''' ''''''',........... I/• 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 - a �� 1/4" 16 GA.TRACK (3)4I #8 F.H.S.D.S. CIM DIME - / o Stud Stud Stud Stud MaximuCON...11:1111111 NOTCHED AROUND AND1. tri-32x1/4 Screw._. 0 Width Type Gauge Spacing Height Hough In dimensions and mount locations for Bough indsm oronsandmountiocationstor4x4 \ - r WELDED TO STUDS 1x1,1x2.1x4.2x2 and 2x4 IS&32x1/4 PH 1'T/t} • r 1" LONG 1/16 GROOVE ' = 1-5/8" 158ST25 25 16" 9'-6" WELD TYP. @ WEB OF loci ' 1x2 Ix4 /A 2x4 4x4 Max Fixture Weight< 4 ' 10 1 BRACING PLATE TO 1585/25 25 24" 7' 3" DimA a 12" l2 24 z4 4$ 2x1 tolbs. igt,,, . ,� Knockout pmp STUD „ a = 1x4 215s. V► ,_.Electra!!Cover 41/C DA B 12 24' 48• 24 48' 4e 1x2 21tbs. 1/1 Trade K.D. - it 2-1/2" 2125T25 25 16" 12-6 Dim e- 20-5re• 44• 2Q• 421/2. 23.1/2• . 2x2 2bIbs. \i Ile-cJ-EC-o3i Ic-22Mpar7oiwi .3 Dim D 2" 1.3/4" 2- r 2-3/4• 12-1/4• 2x4 45}bs. 11 11 2125/25 25 24" 10'-9" Dime N/A N/A WA N/A N/A 42.1/2- 4x4 94ihs. BLOCKING PLATE TYPE A 2125T22 22 16" 13'-0" Dim F N/A NIA N/A N/A N/A 2-3/4' Knockout for najrxing 212ST22 22 24" 11'-6" Norr:Flange nee.rds.2'4"from either side ofounAardDim s Note:44 elft 1+1389a be mounted 4fornlarn,r+rrgpainr5 212ST20 20 16" 14'-0" Step 3: Step 4 NOTES: Step 1: Step 2: InstallingFinishing 20 24" 12'-3" 1. TYPE "A" BACKING FOR MISC. ITEMS, IE. SURFACE MTD. MIRRORS, WASTE RECEPTACLES, TOWEL Mounting Prep Making the Connections 1.Knock out mount holes,mount fixture to support with 1.Install the lens,insert one corner and gentlybend lens to allow other SHEET TITLE: DISPENSERS, ETC. 1.Install proper support to structure in ceiling/wall to hold fixture 1.Remove electrical cover,remove knockout and attache MAXIMUM WEIGHT-50 LBS. 3-5/8" 358ST25 25 16" 16-0 mounting 1/4-20 hardware(by it end of lens to fit inside of fixture. weigtlt,see chart B. building supplied conduit. 2. TYPE "B" BACKING PLATES FOR UPPER WALL HUNG CABINETS (UP TO 2 SHELVES) BASE CABINETS, FULL 358ST25 25 24" 13'-6" (note:fixture shotMbes ortedMroughhousing Alt'either 2or4mounting points using lw-20 2.ivlakeelectrical connections,recess wires into€Ixtureand 2.Tighten mounting hardwareurltilfixturetlangeislevelwitticeiling. HEIGHT CABINETS, HANDRAILS, GUARbRAILS, GRAB BARS, WALL HUNG EQUIPMENT, ETC. 358ST22 22 16" 17' 3' hardware by others} re-attachelectrical cover• PARTITION AND 2.Using chart A above frame out fixture opening(dim A and B). CEILING DETAILS MAXIMUM WEIGHT- 100 LBS./FT. 358ST22 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.Tt:s product must beinsled en acrerd ."..e with appitabs instalabward ele:,tma codes by e r.onfessorial tarn,o: 1,This product muUt be nstalled in acearde-`ce will's apr.. b e crstakticx.,and electrical codes Lur'a piste eesd far,<y. PLATE, AND NUMBER. REFER TO 16/A600 FOR STUD GAUGE LIMITING HEIGHT SCHEDULE. IN at,heconstructor a doperavonoltheprOdu4c II whthexmstnxior.aidoperationofhevco xa 358ST20 20 24" 16-0 2 Mi;imumSIG apply conductors. 2.Mmimum CPC supplyconKActor. co 4. REQ'D WITH ACCESSORY MANUFACTURERS. USE #12 SELF TAPPING SHEET METAL SCREWS WHEN 'i4PR.I" vCNRA. CoMLrME 3Ae.fectncal cxra[tions must be peormed by a ceilfsd elecr;ian to applicable bog arl;natir�electiat s „ pRc e : , o.rr�rE 3.AJI€.4o7.:1rK`,d1 na prior to must Ue perforimed by aa cnrtiVend electricrar,to appdcable local ar d raiax4al elecccal codes- M ATTACHING ITEMS TO BACKING PLATE. II 4 Cease;Fim'ac'le prict to rnrkm g Frrt,;<2 rs teratiors. II a"Ccn3cs Plrv,aue r> to maicir•>�any fixture B"terat,or-s- -a 6" 6005/25 25 16" 20'-o" 5 Contact Pimacle w t,1 any lea anon mops'.. s or trete,(sue,, 5,Centcl Pl sn nave With r instataticx,questions or field Issues. 5. WALL STUD FLANGES ARE CONTINUOUS AT BACKING PLATE. s 12655 E.42nd Ave,#50 Denver,CO 80239 Phone:303.322.5570 Fax:303.322.5568 www.pinnacle-ltg.com LIFT arc12655 E.42nd Ave.#50 Denver,CO 80239 Phone:303.322.5570 Fax:303.322.5568 www.pinnacle-Itg.com UFT_Bookelet_March2017 600ST25 25 24" 15 -0 ©2017 Pinnacle Architectural Lighting Cs 2017 Pinnacle Architectural LightingA600 16 METAL FRAMING BACKING DETAILS17 STUD GAUGE LIMITING HEIGHTS ri00 LIGHT FIXTURE INSTALL DETAILS A600 N.T.S. `A6N.T.S. 1 DOOR SCHEDULE SIZE (NOMINAL) DOOR FRAME DETAIL NUMBER MARK RATING HARDWARE REMARKS METAL TRANSITION STRIP. 1 width x height TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL - I SCHLUTER SCHIENE-A OR AS I DIRECTED BY TENANT CRITERIA 4 A610 -G.C.TO COORDINATE FINAL PARTITION BEYOND 41� (PR.] 3' 6" x 9' 6" A GLAZING GL 1 A -- -- 3 r� EXTENT OF WALL PLACEMENT OF SCHLUTER 4z 3'-0" x 8' 0" B GLAZING GL 1 B 14 A610 15 A610 5 A610 STRIP WITH INSTALL OF DUST = DOOR WHEREM 0 O 1 - V-� 1 \ PROOF FLOOR STRIKES. SCHEDULED REFER 11 1 1 I F 43 �3-0 x 8 0 C H.M. ( P5 J C H.M. P 2 2:9____..-/-A610 1_,..?_____-------A610 _9______.-----'A610 1, 2 , SCHLUTER TO RUNI f TO SHEETS A200 AND ENTRY BOOR A5 SCHEDULED S AT , I I 19 19 ' METAL TRANSITION STRIP. SCHLUTER OPENING CONTINUQO OUTS DOE OF A210 4a 31-0" x 7'-0" C H.M. P-2 -- F -- H.M. P-2 A610 A610 1, 2 r u Os) 3'-0" x 7'-0" C H.M. P-2 b H.M. P-2 19 A610 19 A610 ' 1, 2 SCHIENE-A OR AS DIRECTED BY TENANT FLOOR STRIKE. NO NOT CRITERIA-G.C.TO COORDINATE FINAL INTERRUPT. 46 3'-0" x 7'-0" C H.M. P-2 E 19 H.M. P 2 A610 19 A610I:>--"-- 1, 2 PLACEMENT OF SCHLUTER STRIP WITH INSTALL OF DUST PROOF FLOOR STRIKES. SALES AREA TILE F-2 I 47 3'-0" x 7'-0" D H.M. P-2 G H.M. P-2 19 A610 19 A610 10 A610 2'4SCHLUTER TO RUN CONTINUOUS AT DOOR SALES AREA TILE BUILD UP SUBSTRATE AS OPENING TO OUTSIDE OF FLOOR STRIKE. NEEDED 48 3' 0" x 7' 0" C H.M. P 2 D H.M. P 2 _1_9___.------ 19 9 1 2 CONCRETE SLAB WITH LEVELING SALES AREA TILE 22 FOURTH STREET,4TH FLOOR A610 A610 A610 COMPOUND,V.I.F. NO NOT INTERRUPT. CONCRETE SLAB WITH F-1 MORPHE • ALL DOORS TO RECEIVE NEW HARDWARE AS SPECIFIED. '\ MALL FLOORING LEVELING COMPOUND, V.I.F. 1 SAN FRANCISCO,CALIFORNIA 94103 • ENTRY AND REAR SERVICE DOORS TO BE KEYED ALIKE. I i I __ , I • ALL HARDWARE IS TO BE SCHLAGE UNLESS NOTED OTHERWISE. r / /, r/ ,(_,..:.- -.,,,%,„.... 7,./,,(,) . 40. 41;-Z /1% 17 /.„;.// .. 1 I . I I LI • J I 1 . /� � � 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. q n S • 1 finn EIkIi1_ie,1s N. n A A R C M I T E C T S 2145 Ford Parkway, Suite 301 DUST PROOF FLOOR STRIKE DUST PROOF FLOOR Saint Paul, Minnesota 55116 (SHOWN DASHED) STRIKE (SHOWN F-2 F-4 STUDIO/SALES SALES DASHED) 651.690.5525 TENANT FLOOR FINISH MALL COMMON AREA FLOOR FINISH FLOOR FINISH www.finn-daniels.com FLOOR FINISH SEE SHEET A210 SEE SHEET A210 (-21- TRANSITION DETAIL TRANSITION DETAIL CONSULTANTS: A 10 /6 6"=1'-0" A610 6"=1'-011 DOOR/HARDWARE GENERAL NOTES DOOR SCHEDULE REMARKSIle — RATED 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 TILE -1 THRESHOLD, SEE 4. PAINT EXTERIOR SIDE AS REQUIRED. COORDINATE PAINT COLOR WITH LANDLORD'S ON-SITE REP. ALIGN - LEVEL AND SMOOTH FLOORING F 3 0/CONC. D. ALL DOOR OPERATING HARDWARE SHALL BE MOUNTED AT 36" A.F.F. U.N.O. TRANSITION DOOR/SCHEDULE HARDWARE LEVELING COMPOUND 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 0/CONC. LEVELING COMPOUND AS F. ALL HOLLOW METAL FRAMES TO BE 2" WELDED FRAMES. SALES AREA FLOORING TILE FLOORING 0/THINSET 0/ REQ'D. G. ALL DOOR LATCHES SHALL BE EQUIPPED WITH LEVER TYPE HANDLES OR PANIC BARS. WATER PROOF MEMBRANE / (E) CONCRETE SLAB (1) CONC. SLAB, G.C.TO PREP AS REQUIRED BY AS REQ'D. TO RECEIVE FINISH LANDLORD FLOOR / , SEAL/SIGNATURE — WATER PROOF MEMBRANE ? Q/�//�� 2AS REQU II LAND ORIDRED BY 4 <,:://///I' .- - A J \ ^• � y GED AR 41 wI � ;� REBECCA L. tz,? FLOOR TRANSITION TO -' G tn _ r OLSON ,n ALIGN WITH HALLWAY SIDE SAINT PAUL, MN • OF DOOR • G , License#6696 ` (E) CONC. SLAB, G.C.TO PREP AS ih, � METAL TRANSITION STRIP. REQID. TO RECEIVE FINISH FLOOR 1� SCHLUTER SCHIENE-A OR NO. 10 x 1 1/2" FHWS, PHILLIPS OF Q It!, •` AS DIRECTED BY TENANT CRITERIA D (FACTORY PROVIDED) 01Siet1 9 TRANSITION DETAIL la TRANSITION DETAIL A610 6"=11-0" .4_61.0i 6"=1'-011 DOOR TYPES DOOR HARDWARE GROUPS SEE PLAN V cl f f 'A' STOREFRONT ENTRY DOORS: 'G' REAR SERVICE DOOR: t GYP. BD., BOTH SIDES, SEE SHEET 1/8"-...., 3'-011 1/8"-1. SEE PLAN 1/8" • (2) EACH, BOTTOM PATCH WITH MORTISE/LOCK AND INTEGRATED • (3) EACH, 5 KNUCKLE; BALL BEARING; STD. WEIGHT; FULL MORTISE A210, A400, AND A401 FOR -Or dir HOLD OPEN PIN HINGE; US26D; NRP HINGES FINISHES • (2) EACH "BEST 7 PIN" KEYED CYLINDER AND THUMBTURN COMBO • (1) EACH, PANIC DEVICE WITH BATTERY ALARM - DETEX#ECL-230D I STORE #: 040 • (2) EACH, BOTTOM 180° PIVOT- BLACK EXTERIOR DOOR HANDLE AND LOCK NOT REQUIRED • • 3 5/8" 20 GAUGE METAL STUDS AT 171'1. --N, • (2) EACH, TRANSOM 180° PATCH - BLACK • (1) EACH, BLANK COVER PLATE ON EXTERIOR , 16" O.C. a I "a -11 • (4) EACH, DUST PROOF FLOOR STRIKES- BLACK (1 SET FOR BOTH • (1) EACH, DOOR CLOSER -YALE HARDWARE 3511-689 ,,:1 I I PROJECT: CLOSED AND HOLD OPEN POSITION) • (1) EACH, DOOR PULL BURNS 25a X US32D �; F.R.T. WOOD BLOCKING AS 1 ? S • (4) EACH, DUST PROOF KEEPER- BLACK (180° HOLD OPEN) • (1) EACH, PEEPHOLE-SECURITY PRODUCTS INC. PEEK-O 595-US-15 REQUIRED I �., • (2) EACH, ASSA ABLOY ROCKWOOD RM3301 - MEGATEK STRAIGHT • (1) EACH, DOOR BUZZER- REFER TO ELECTRICAL "•' l MORPHE • (1) EACH, KICK PLATE- ROCKWOOD MEGK1050 24"x34"x US 32D c / ' '��• +�`••'•� ' " `{ PULL, 24" OVERALL LENGTH, 1 1/4" DIAMETER, EXTRA DARK ANODIZED • 1-BEAD AND SEALANT 7'-0" 71-0" EQUIVALENT INSTALLED ON PUSH SIDE L �� i# / • (2) EACH, PLUNGER STYLE HOLD OPEN • EXTERIOR TENANT SIGN(S) PER LANDLORD STANDARDS r WASHINGTON • (2) EACH, FLOOR MOUNTED CONCEALED CLOSERS • THRESHOLD PEMKO 175A • LGYPBD., BOTH SIDES, SEE SHEET F.R.T. WOOD BLOCKINGTO. OPENING + 3' 0" y 4' 0" 10 SETS OF KEYS Q ] /I� i • {10)SETS OF KEYS • ( ) - m II� 4� © ��ry � l+ +8-2' A.F.F. A210,A400, AND A401 FOR AS REQUIRED SQUARE �` FINISHES --� \S%'B' SALES/STUDIO DOOR: .-+ \ ) -SIDELITE RAIL AND 1/2" TEMPERED SPACE #B07 • CRL DRY GLAZE FRAMELESS GLASS DOOR KIT. TYPE 'P' DOOR AND 1 3/4" x 4 1/2" BLACK HEADER RAIL 3 5/811 20 GAUGE METAL STUDS AT GLAZING - G.C.TO FURNISH AND 9577 SW WASHINGTON SQUARE RD SIDELITE WITH 4" HIGH FULL WIDTH TOP AND 4"TAPERED BOTTOM WITH CONCEALED CLOSER, 16" O.C. INSTALL PER MANUFACTURER'S RAILS(FINISH: BLACK). FLOATING HEADER (FINISH: BLACK)WITH HARDWARE NOTES: r' PROVIDED BY G.C. RECOMMENDATIONS TIGARD, OR 97223 1. ALL DOOR HARDWARE SHALL COMPLY WITH FEDERAL, STATE AND LOCAL CONCEALED HYDRAULIC CLOSER- 90°OPEN. ACCESSIBILITY REQUIREMENTS. GLASS DOOR TYPE 'P' ON CENTER GLASS DOOR TYPE 'P' ON CENTER • (2) EACH, CRL 8010DP CENTER HUNG PIVOT HINGES 2. ALL EXIT DOORS TO BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY, -- HUNG PIVOT HINGE, FURNISHED HUNG PIVOT HINGE WITH 1/2" a • (1) BACK TO BACK ASSA ABLOY ROCKWOOD RM3301 MEGATECK SPECIAL KNOWLEDGE OR EFFORT. _ AND INSTALLED BY G.C. PER TEMPERED GLAZING, G.C. TO FURNISH STRAIGHT PULL, 24" OVERALL LENGTH, 1 1/4" DIAMETER, EXTRA DARK 3. THE MAXIMUM FORCE REQUIRED TO OPERATE ANY DOOR SHALL MANUFACTURER'S AND INSTALL PER MANUFACTURER'S LANODIZED EQUIVALENT COMPLY AS FOLLOWS: RECOMMENDATIONS RECOMMENDATIONS VVV • (1) EACH, CRL 20104M20 JACKSON OVERHEAD CLOSER, SPRING 3.1. INTERIOR DOORS = 5 LBS POWERED MULTI SIZE 90° HOLD OPEN 3,2. EXTERIOR DOORS= 8.5 LBS • (1) EACH, CRL 8010AS CLOSER ARM 3.3. FIRE-RATED DOORS= MINIMUM ALLOWED BY BUILDING AND FIRE A/E PROJECT NO.: M0040 1 - ` • (1) EACH, CRL 8010FS MOUNTING CLIP AUTHORITY HAVING JURISDICTION 1 • (1) EACH, FLOOR MOUNTED DOOR STOP- BLACK 4. PROVIDE SMOKE GASKETING AT ALL RATED ASSEMBLIES AS REQUIRED BY v" 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. EI � STOREFRONT DOOR (21) STUDIO DOOR 'C' SALES/HALLWAY DOORS: 14 FRAMELESS GLAZING HEAD DETAIL is FRAMELESS GLAZING JAMB DETAIL ISSUES AND REVISIONS: • (3) EACH, BUTT HINGES- 5 KNUCKLE; BALL BEARING; STD. WEIGHT; 100% CHECKSET 10.15.2018 FULL MORTISE HINGE; MPB79 US 26D A610 3"=11-0" �A610 3'1=1'-011 • (1) EACH, PUSH/PULL HARDWARE AND PLATE - ROCKWOOD MFG 111 • ` LL/PERMIT/BID 11.02.2018 X 73C/73CL PERMIT/LL/TENANT REV. 12.20.2018 • (1) EACH, DOOR CLOSER-YALE HARDWARE UNI-3511-689-DOOR CLOSER WITH HOLD OPEN • (1) EACH, KICK PLATE- ROCKWOOD MFG K1050 1011x34"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" ` (U.N.O. ON A200) • (1) EACH, ENTRANCE/OFFICE LOCK-SCHLAGE- NDSOPD 626 SPARTA H.M. DOOR FRAME • (1) EACH, DOOR CLOSER-YALE HARDWARE 3511-689 • (1) EACH, KICK PLATE - ROCKWOOD MFG K1050 10"x34"x US 32D C;7 INSTALLED ON PUSH SIDE • (1) EACH, WALL STOP- ROCKWOOD MFG 403 626 H.M. DOOR E' OFFICE DOOR: T II • (3) EACH, BUTT HINGES-5 KNUCKLE; BALL BEARING; STD. WEIGHT; . • FULL MORTISE HINGE; MPB79 US 26D N . ; • (1) EACH, ENTRANCE/OFFICE LOCK-SCHLAGE - NDSOPD 626 SPARTA - Ill !1 I A , 3' 011 • (1) EACH, DOOR CLOSER -YALE HARDWARE UNI-3511-689-DOOR 3' 0" X • CLOSER WITH HOLD OPEN • (1) EACH, KICK PLATE - ROCKWOOD MFG K1050 10"x34"x US 32D r ,� � ,� INSTALLED ON PUSH SIDE �--r-~---- 1 , �' • (1) EACH, WALL STOP - ROCKWOOD MEG 403 626 •°�° N / • (10) SETS OF KEYS 0 i • --1 ------ II / / 'F' TOILET ROOM DOOR: cc \ a / • (3) EACH, BUTT HINGES 5 KNUCKLE; BALL BEARING; STD. WEIGHT; SHEET TITLE: O ..' • - FULL MORTISE HINGE; MPB79 US 26D O •• • o \\ ,\ • (1) EACH, PRIVACY LOCKSET-SCHLAGE - ND4OS 626 SPARTA —.. m - • (1) EACH, DOOR CLOSER-YALE HARDWARE 3511-689\ I DOOR SCHEDULES `^LU \\ `\ •• (1) EACH, KICK PLATE- ROCKWOOD MEG K1050 10"x34"x US 32D \, N - INSTALLED ON PUSH SIDE AND DETAILS • (1) EACH, WALL STOP- ROCKWOOD MFG 403 626 #3/411 jr 2" PARTITION / el INTERIOR DOOR D REAR SERVICE DOOR , A61 0 i-19-) H . M . FRAME/H . M . DOOR JAMB/HEAD --;-0-- , NOT USED \ )2.1/4_616"=1' 0" 610./I 12'-O" TABLET POS EXAMPLE: SHOWN-IPAD 12.9 ` /.._:__„ B.O. CEILING0- INCH AND IPAD MINI w - a SEE A300 0 1 = 1 0 1 a s' T.O. WALL FURRING o -i --T o /. • . . 1- -\- +10'-7"A.F.F. AI ( ) It 10_ � II 1 4 -se ,l , I-� WALL MOUNTED SHELF 0 l` 3 5/8" METAL STUDS SUPPORT BRACKETS `, `,/ i '� I BRACKETSWALL MOUNTED SHELF SUPPORT 10" 5/8"TYPE GYP. BD. �" 11 TYPICAL G.C.TO FURNISH AND i' I INSTALL 3/4" FIRE RATED E. 161 ILLUMINATED `i PLYWOOD AND PROVIDE t IP MORPHS"M" • € HOLES FOR BRACKETS J p I � G.C.TO FURNISH AND INSTALL € 7/8" HAT CHANNEL,TYPICAL Irf I € 3/4" , y �. ,..� FIRE RATED PLYWOOD AND 2-6 y , rni -� - 44 - 1 - . t tI. . , l � 3 5/8" METAL STUDS a II - PROVIDE HOLES FOR BRACKETS MORPHE i ! �? if ( 22 FOURTH STREET,4TH FLOOR 00 ( _ .- "� . ,,amu•: ui� .�� r/.i.ti.,�,i._,ac _.. :.— _ [ i [ 1 A N 4 it li -5/8"TYPE 'X':: PICAL SANFRANCISCO,CALIFORNIA94103 Ai t,. 1 • t , • f 'Ifitindaniels ° ' ' ' , i0 . A R C H 1 T E C TS 13'_7" / l! if T.D. FINISH FLOOR 2145 Ford Parkway, Suite 301 I I I o' o° Saint Paul, Minnesota 55116 651.690.5525 / 2'-2" J, 11'-8" ,. 3/43 / www.finn-daniels.com 8" ee / 1 CASHWRAP DETAILS BRUSH WALL PLAN DETAIL 1�1 BRUSH WALL SECTION DETAIL CONSULTANTS: l A620 1 1/2"=1'-0" ' A620 1 1/2"=1'-0" SIGN VENDOR TO FURNISH AND INSTALL CUSTOM IMAGING WALL COVERING AS SCHEDULED-G.C. 131A k TO PAINT FURRED WALL P-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" /11\ _ _ _ _ _ _ _ - _ _ _ 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 , - - �1 - A200 FOR ADDITIONAL INFORMATION. N WALL MOUNTED SHELF SUPPORT BRACKETS "BLEND ILLUMINATEDTHE RULES I NAGE ABS" LED SIGNAGE FURNISHED AND INSTALLED BY SIGN VENDOR.SIGN VENDOR TO PROVIDE r s` TEMPLATE TO G.C. FOR ELECTRICAL - FEED PENETRATIONS. SEAL/SIGNATURE G.C.TO PROVIDE ELECTRICAL ACCESS AT BOTTOM 1--3 1/2" CONDUIT TO RUN FROM rtOF FURRED WALL AND BEHIND CABINET i-\.0 r = SIGNAGE TO J BOX BELOW INCLUDE PULL STRING. GE A* o '� REBECCA L. , , , .4 ILLUMINATED VITRA = Q i� r. • SAINT PAUL,MN • SHELVING SYSTEM. 0 0 , License#6696 �' FURNISHED BY e Oe , . 9 ILLUMINATED VITRA SHELVING 1) Q FIXTURE VENDOR, SYSTEM. FURNISHED BY FIXTURE , I OF Or it),r •, INSTALLED BY G.C. 1 8 VENDOR, INSTALLED BY G.C. 3/4" ROUND THRL .78"x .78" CUT-OUTS 06446 4 _ SHELF WIRING HOLES ,=3/4" • 3/4 FOR TUBING SHELF II \ ARMS,V.I.F. WALL MOUNTED SHELF SUPPORT € 1 BRUSH WALL CABINET _ '< • - 1 € € € € € € € € € € € € € € € _ € BRACKETS. „ „ „ „ „ „ „ „ „ „ „ - FIXTURE< M5 > \ ii 5 3/8'� ,Fe 10 10 10' 10 10 11 118" jr 10 5 5 10 11 1/8" 10 10 10 10 10 3/8" FURNISHED BY FIXTURE € VENDOR AND INSTALLED BY \ `` r _71417-111 ice € € - € - €- € - € € € € - € € `` G.C.G.C.TO PROVIDE t 1 1— I t PLYWOOD BACKING FOR � - WALL ATTACHMENT. REFER N ® FIXTURE. REFER TO A220 Q TO FIXTURE BLOCKING DETAIL X/A620. ;� FOR ADDITIONAL INFORMATION. 2 1/2" 2 1/2" v `` ' / f 11-9" iv 11-4" y 5, 11-4" ,V 5u Y 1,_ 11 �y 1, 4„ ,,5" y 1.-4" y�„ u_4„ '� 1,u„ ' 'I I 'I 'I 'I 'I 'I 'i � ,-_to � / _ JUNCTION BOX LOCATION.ALL I I I I I I I I I I I - €I � fV ) ;a CONDUIT PULL STRINGS TO RUN TO / ` STORE #: JUNCTION BOX. (1)JUNCTION BOX - / - PER< M5 FIXTURE. / 040 .` I Ili � € APPROXIMATE LOCATION OF �� / 13'_7" �I PROJECT: ELECTRICAL CUT OUT ACCESS TO ELECTRICAL CUT-OUT,\i/ // KEEP 20"WIDTH CLEAN IN WALL FOR ILLUMINATED VITRA SHELVING �/ SYSTEM AND SIGNAGE. 7/8" HAT CHANNEL,TYPICAL ELECTRICAL SHELF WIRING RUNS MORPH E DOWN BACK OF WALL 11 BRUSH WALL ISOMETRIC � BRUSH WALL SECTION 14 BRUSH WALL PLYWOOD DETAIL WASHINGTON 1 A620 / 3/4"-1'_0" A620 3/4"=1'-0" SQUARE 1 SPACE #B07 ' 9577 SW WASHINGTON SQUARE RD. 18 +---ii- 3 5/8" 12 GAUGE METAL STUDS AT TIGARD, OR 97223 ELECTRICAL JUNCTION BOX FOR 4620 PROVIDE CLEAR PATH i6" O.C. INCOMING POWER AT HATCHED AREA ELECTRICAL CONTRACTOR TO PROVIDE �A 10'-8" HOLD OF WALL VENTING TO 3 1/2" SOUND ATTENUATION u �1 i LI !.I INCOMING POWER: 208V FINISH OPENING AREA ABOVE CEILING. INSULATION WHERE SHOWN 20A/QUANTITY: (3) REFER TO 1" 10'-6" 1„ DO NOT SEAL WALL. +•ir _ - 5/8"TYPE 'X' GYP. BD. ELECTRICAL DRAWINGS EXTENTS OF LED'S ++ N IA N- G.C.TO PAINT P-4 ^- `� IN VISIBLE AREAS - ` _ -_/- - - _ _ _ -7/ _ _ _ _ _ _ _ _ ,�� n BEYOND 1" GAP \J M0040 A/E PROJECT NO.: �� 7� .7__7�� T��/ ,....+.4 J \L.) _ G.C.TO PAINT RECESS BLACK P 4 rik GLOBE 3 DRAWN BY: GJF Cl/- 1 1/_ AND J I RETURN GYPlir . BD. INTO RECESS N OMIT GYP. BD, +9'-0"A.F.F. ---. € - - PLYWOOD FROM ! 1 THESE PORTIONS OF � LED DISPLAY-PROVIDED AND 0- CHECKED BY: KDI / DRM /RLO ____. ISSUES AND REVISIONS: 11 BUILD OUT AS INSTALLED BY TENANT VENDORji_AGLOBE 4 5 44. 1-4 REQUIRED FOR TYPICAL +8'-4"A.F.F. • 100% _ _ _ �. "';e '`:. CHECKSET 10.15.2018 LED MOUNT BEYOND-PROVIDED AND / / € VENTILATION OF LED'S \ 0 u .: ,�, GLOBE 6 INSTALLED BY TENANT VENDOR. G.C. CL• LED MOUNTING RAIL-PROVIDED GLOBE 1 +81-1" A.F.F. Y LL/PERMIT/BID 11.02.201$ TO VERIFY FINAL PRODUCT SELECTION 3/4" — - - _ . . WITH VENDOR AND MODIFY RECESS FIRE TREATED AND INSTALLED BY TENANT VENDOR +8'-0"A.F.F. ..- € - PLYWOOD BACKER -TYPICAL ,'. DEPTH AS REQUIRED-TYPICAL g. GLOBE 5 PERMIT/LL/TENANT REV. 12.20.2018 �. En ACROSS BACK OF0- - C7 - - +7'-6" A.F.F. z RECESS PAINT P 4 - - ' ,,, GLOBE 2 LED DISPLAY-PROVIDED AND a ' J O z ' v $ ,_ „ '` ' • , I • !f • ` GLOBE 7 INSTALLED BY TENANT VENDOR.G.C. € p = Wa - +7 3 A.F.F. c. . Or3 5/8' 12 GAUGE / .• +7-5 A.F.F. TO VERIFY FINAL PRODUCT SELECTION '-' H O= METAL STUDS AT 16" ';•.. WITH VENDOR AND MODIFY FINISH z m in Z O.C.TO DECK • Vit+ � 5 OPENING SIZE AS REQUIRED-TYPICAL _ c - € w `i OMIT GYP. BD.,AND �+, _ PLYWOOD FROM it ib- - '" A , r -1L THESE PORTIONS OF i • ! FOR ELECTRICAL/DATA LOCATIONS, € - F t € I SEE SHEET A230 FOR ADDITIONAL t BUILD OUT AS I INFORMAITDN € REQUIRED FOR yf •_� L J $"/e /$..F VENTILATION OF LEDS : 7//////// ////// FINISH OPENING EDGE TO BE 1" --- € "�- • RETURN GYP. BD.TO N ___ . ..7 BEYOND OUTSIDE FRAME OF LED'S. •, - REAR OF RECESS r, �q'� ,� •� � �G.C.TO VERIFY FINAL DIMENSIONS ; ii G.C.TO VERIFY DEPTH REQUIRED TO4WITH TENANT VENDOR AS REQUIRED _ _ _ _ - - - - - - - - - - - - € G.C.TO PAINT RECESS t GLOBE 3GLOBE 5 FDR FINAL LER SPECIFICATION TBLACK P-4 CREATE A FLUSH ALIGNED .:� ,� �� 1 ��f ; TRANSITION BETWEEN FACE DF LEO'S ,:' � a _ r GLOBE 1 GLOBE 7 - AND FACE OF FINISHED GYP. BD. ,r.• �., , - `r' G.C.TO PAINT P-4 = ` I •" • •`� IN VISIBLE AREAS f :It': � .-••-4-sh; : b • • 6 VENTED OPENING SHOWN HATCHED. BEYOND 1 GAP �; "'. ,. "�`;^t • t PAINT ALL EXPOSED STUDS AND '�' ••••'.ie t� - ., °*``' ' ', • OPENINGS BLACK P-4 ~, f . .f . A• `% III HDMI ELECTRICAL BOX BY ELECTRICAL • 3 1/2"SOUND ATTENUATION CONTRACTOR PLATE/WIRING BY . f ry INSULATION WHERE SHOWN 4r ,i t' , GLOBE 2 GLOBE 6 TENANT VENDOR.SEE ELECTRICAL SHEET TITLE: DRAWINGS FOR MORE INFORMATION. m 5/8" GLOBE 4 FIXTURE DETAILS BACKWRAP • I ; �` 3 12 GAUGE METAL STUDS AT -.T-! ------1 16O.C. INCOMING DATA:TENANT'S IT VENDOR -----:-----r. 5/8"TYPE 'X'GYP. BD. TO PROVIDE CAT5E/QUANTITY(4)W/ � 9 MAX RUN OF 300 FT. I 1 % 1F ELEVATION PLAN CL.OF BACKWRAP jr g„ AND LED DISPLAY A620 160 LED DISPLAY WALL ELEVATION LED DISPLAY WALL SECTION 19 LIGHT FIXTURE ' D'/GRAPHIC DETAIL A62 3/4"-1'-0" 18 ` ,620 3/4"=1'-0" \A620 1' 3/4,_ _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 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. J (1) B-5806x36, (1) STAINLESS SURFACE B.O. CEILING GRAB BARS BOBRICK - +8'-6" A.F.F. B-5806x53, (1) 13-5806x18 STEEL SATIN MOUNTED r / MIRROR BOBRICK B-290-1836 STAINLESS SURFACE ' ,L ) 11 P 11 14 STEEL SATIN MOUNTED - v vM t. , PAPER TOWEL HOLDER BOBRICK B-253 ALUMINUM SURFACE /} / 8D C • , SATIN MOUNTED ~��` � STAINLESS SURFACE /• '• �TOILET PAPER HOLDER BOBRICK B 6857STEEL SATIN MOUNTED � j �\ \ A700MIM / - \�6, - ,/ STAINLESS SURFACE / i �� `� ` ' TOILET SEAT COVER DISPENSER BOBRICK B-221 STEEL SATIN MOUNTED �� I `�\ q rJ- - 1 -� I P-2 + �/ n I 30"X48" I 5•-0" i �2 60"X56"� I TYP. / r MORPHE ` // '/ J , // !� ` 22 FOURTH STREET,4TH FLOOR i 1 < \ A // , \ !_) © SAN FRANCISCO,CALIFORNIA 94103 ©0 r 1.57 / �• , • _ I� � / 0 R r @ . FRP-1 + ©+ '� I t. TYP. v� finndaniels 0 3 I - \ ARCHITECTS T S 1 o0o y ` \ 2145 Ford Parkway, Suite 301 1 8-4 / / T.O..di 0'-0" TYP. � Saint Pau), Minnesota 55116 1 6" �, �/ 1'-6" �, m651.690.5525 A B D www.finn-daniels.com A CI CL. CL. _____/ A700 / 7'-6" , CONSULTANTS: 9TOILET ROOM PLAN 3TOILET ROOM ELEVATIONS 1/2"=11-0" ` A700 1/2"-1'-0" TOILET ROOM KEYNOTES OMOISTURE RESISTANT GYP. BID. AT ALL TOILET ROOM INTERIOR WALLS. (E) LANDLORD MEZZANINE O 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 OPROVIDE 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) O 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, SEAL/SIGNATURE O SURFACE MOUNTED TOILET PAPER HOLDER. SEE TOILET ROOM ACCESSORIES SCHEDULE. / / , i ,/ / t� 1 �j 20 GA.TYP DEEP LEG AGED ARr �.� MTL. TRACK ANCHOR � ' _ TO UNDERSIDE OF C. REBECCA L. T + +i STRUCTURE AT 24" O.C. LVOLSON IPB.O. (E) BEAM +4 MAX.AND 12" FROM +14'-4 1/2" A.F.F. (V.I.F.) • EA. END • SAINT PAUL, MN • License#6696 1i) OF O' 6), : 3 5/8", 20 GA METAL (4)#8 TEK SCREWS V(164% STUDS HORIZONATAL BRACING. SPACING TO MATCH VERTICALS. (1) LAYER OF GYP. BD.AT 7 NOT USED s NOT USED EXPOSED SIDE OF METAL A7OO A700 1 , HORDFRAMING. RUN IZONATALLY AND . • RETURN FLUSH TO BEAM. FINISH JOINT W/CLEAR SEALANT PLASTIC J-MOLD TO MATCH WAINSCOT FSEE SHEET A020 FORT • �j T.O. FRP ,'• • 'MOUNTING HEIGHTS ' Y 4'-0" A.F.F. — / SAND OBSTRUCTION 1 / LIMITATIONS. J INSTALL F.R.P. FRP-1 i FRP WAINSCOT • FROM FINISHED FLOOR TO STORE #: 040 —Z_, \ 8'-0" A.F.F.; PROVIDE 4'-0" x 10,-0" SHEETS, CUT TO FIT \ SOLID IN WALL AS REQUIRED TO ENSURE /• . \ NO HORIZONTAL SEAMS; PROJECT: j \ • BLOCKING SECURED TO STUDS ALL MOLDINGS TO MATCH PAINT EXPOSED • / ' • F.R.P. COLOR REFER TO COLUMNS TO MATCH MORPH E GYP. BD. OVER METAL STUD FRAMING / \ •:. ,' 2-Q ,� SHEET A210 FOR PERIMTER WALLS. \ ADDITIONAL INFORMATION CL' 1. rA.C.T. CEILING AS SCHEDULED \\ /•• �, ,s - /•• • \ .%/////// / `° WASHINGTON COVE TILE BASE / f� \ j g SQUARE ' PORCELAIN TILE FLOORING � \ . • N o • % \-i SPACE #B07 EQ. I, EQ. 9577 SW WASHINGTON SQUARE RD WATER PROOF a . _ N_ / N I e TIGARD, OR 97223 MEMBRANE PER `D FRP. WAINSCOT O/ \ 0 6 LANDLORD /. 5/8" WATER RESISTANT \ 'T °- ` REQUIREMENTS /• • . _NZ" GYP. BD. \ (BELOW FLOOR FINISH / i AND UP TO 6" ON % \ 13B WALL) / - (E)CONCRETE SLAB / • A700 k �;'•�••' MOP SINK BASIN .. A/E PROJECT NO.: M0040 • _ . S N • i DRAWN BY: GJF a A PLAN B ELEVATION 4 • - - CHECKED BY: KDI / DRM / RLO Y T DETAIL X12 GRAB BAR DETAIL 13 MOP SINK DETAIL 14 NOT USED ISSUES AND REVISIONS: 11 TOILET ROOM WAINSCOT 100% CHECKSET 10.15.2018 A700 0"-1'-0" \ 700 6"-1' 0" A700 1/2"=1'-0" �700 (1) LAYER 5/8" GYP. BD, AT LL/PERMIT/BID 11.02.2018 \ \ EXPOSED SIDE OF MTL. STUD FRAMING. SECURE TO MTL. /\PERMIT/LL/TENANT REV. 12.20.2018 FRAMING WI 1"(L)TYPE 'S' SELF TAPPING STEEL SCREWS PLACED 8" O.C.ALONG EDGES OF BOARD AND 12" O.C. IN THE FIELD OF THE BOARD • • 20 GA. STD. LEG MTL.TRACK BASE TREATMENT. REFER - W/HILTI X-DNI 32 P$S15 @ TO INTERIOR ELEVATIONS 3'-O" O.C. MAX. AND 12" FROM EITHER END FINISH FLOOR - REFER TO FINISH SCHEDULE II • SHEET TITLE: NOTE: 7 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 NOTE: i CHORD OF JOISTS OR STRUCTURAL STEEL WHICH I REFER TO 17/A600 I EXISTS ABOVE TENANT SPACE. PATCH & REPAIR FOR STUD SCHEDULE. I ALL FIREPROOFING AT EXISTING STRUCTURE. A700 L J L J 16 NOT USED 1197� NOT USED (18-- NOT USED NOT USED PARTITION BRACING DETAIL A700 709 .70� 700 .k70,0) 1"=11-0" 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-INSULATIONS . -- DIVISION 0:CONDITIONS OF THE CONTRACT CONTRACTOR. ADJACENT MATERIALS AND FINISHES. EDGES TO APPROXIMATE 1/32" UNIFORM RADIUS. =i - =- 00700 GENERAL CONDITIONS(AIA A201-1997) 2. REVIEW OF SUBMITTALS BY OWNER S PROJECT MANAGER SHALL BE FOR DESIGN CONCEPT ONLY AND 1. REFINISHING: REFINISH ENTIRE SURFACES AS NECESSARY TO PROVIDE EVEN FINISH TO MATCH ADJACENT 1. MAKE EXPOSED JOINTS FLUSH BUTT TYPE HAIRLINE JOINTS WHERE MECHANICALLY FASTENED. A. GENERAL: PROVIDE THERMAL INSULATION WITH ACCESSORIES AS REQUIRED FOR COMPLETE -- -.. - 1 00800 SUPPLEMENTARY CONDITIONS SHALL NOT BE CONSTRUED AS APPROVING DEPARTURES FROM CONTRACT DOCUMENTS. FINISHES; FOR CONTINUOUS SURFACES REFINISH TO NEAREST INTERSECTION, FOR AN ASSEMBLY 2. FIT AND SHOP ASSEMBLE IN LARGEST PRACTICAL SECTIONS FOR DELIVERY. INSTALLATION. -, , - �: B. CONSTRUCTION PROGRESS SCHEDULE:BAR CHARTS OR CONTRACTOR'S STANDARD COMPUTERIZED REFINISH ENTIRE UNIT. I. FINISHES:GALVANIZE AND PRIME PAINT EXTERIOR MISCELLANEOUS METAL, PRIME PAINT INTERIOR 1. INSULATION INTEGRAL WITH ROOFING REPAIRS IS 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. � - 1 `$ � 01100 SUMMARY OF WORK C. SCHEDULE OF VALUES:AlA FORM G703 OR APPROVED FORMAT. OF THE WORK,SO 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 = _ - z 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 MANVILLEJFSK-25;FOIL FACED VAPOR RETARDER FACED,VAPOR RETARDER TOWARD INSIDE. -- _ =- s 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. -- � _ E. PROD T DATA:SUBMIT TO OWNER' PR E MANA ER;IND! AT T D WHERE DATA FOR STAINS LABELS AND OTHER FOREIGN MATERIALS FROM SIGHT EXPOSED SURFACES.G.C.SHALL REMOVE --, - - ::_ - -=, 01500 TEMPORARY FACILITIES AND CONTROLS UC S O1 CT G , C E I EM TO BE USE , J. INSTALLATION: INSTALL ITEMS SQUARE AND LEVEL,ACCURATELY FITTED AND FREE FROM DISTORTION OR C. ACCESSORIES:PROVIDE TAPE OR PENETRATION ANCHORS WHERE REQUIRED TO ENSURE PERMANENT _ _,-_ - _ - -- - --_ -F-- - 01510 EXESTING CONDITIONS MORE THAN ONE PRODUCT OR OPTION IS INCLUDED;PROVIDE FOR EACH STOCK MANUFACTURED ITEM. ALL CONSTRUCTION DEBRIS FROM JOBSITE,ON A DAILY BASIS. DEFECTS DETRIMENTAL TO APPEARANCE OR PERFORMANCE;ENSURE ALIGNMENT WITH ADJACENT INSTALLATION. - ' _ - -' 01600 PRODUCT REQUIREMENTS F. SAMPLES:PROVIDE PHYSICAL SAMPLES FOR EACH TYPE OF EXPOSED FINISH,COLOR,AND TEXTURE; 1. CLEAN INTERIOR AND EXTERIOR GLASS,SURFACES EXPOSED TO VIEW; REMOVE TEMPORARY LABELS, CONSTRUCTION;COORDINATE WITH RELATED WORK TO ENSURE NO INTERRUPTION IN INSTALLATION. D. INSTALLATION:COMPLY WITH MANUFACTURER RECOMMENDATIONS. -A' = _- _�� 01630 SUBSTITUTIONS AND PRODUCT OPTIONS MINIMUM SIZE 6", MAXIMUM SIZE 12" UNLESS OTHERWISE SPECIFIED;SUBMIT ONE SAMPLE EACH TO STAINS AND FOREIGN SUBSTANCES, POLISH TRANSPARENT AND GLOSSY SURFACES,VACUUM CARPETED 1. SUPPLY ITEMS REQUIRING TO BE CAST INTO OR EMBEDDED IN OTHER MATERIALS TO APPROPRIATE - . _- " `p ' s - 01700 EXECUTION REQUIREMENTS BOTH ARCHITECT&OWNER TO RETAIN,ONE SAMPLE FOR FIELD OFFICE,AND NUMBER REQUIRED BY AND SOFT SURFACES.CLEAN HARD FLOORING PER MANUFACTURER'S RECOMMENDATIONS. TRADES. -r - _� T - 01735 SELECTIVE DEMOLITION CONTRACTOR. 2. CLEAN EQUIPMENT AND FIXTURES TO A SANITARY CONDITION WITH CLEANING MATERIALS 2. AFTER INSTALLATION,TOUCH-UP FIELD WELDS AND SCRATCHED AND DAMAGED SURFACES; USE PRIMER SECTION 07560-ROOF REPAIRS '� =- - s- `� 01800 SYSTEMS DEMONSTRATION G. MANUFACTURER'S CERTIFICATES: PROVIDE MINIMUM TWO(2)TO OWNER'S PROJECT MANAGER. APPROPRIATE TO THE SURFACE AND MATERIAL BEING CLEANED. CONSISTENT WITH SHOP COAT OR RECOMMENDED FOR GALVANIZED SURFACES,AS APPLICABLE. = _ _ H. COORDINATION:COORDINATE USE OF PREMISES AND ACCESS TO SITE UNDER DIRECTION OF OWNER; 3. REMOVE WASTE AND SURPLUS MATERIALS, RUBBISH AND CONSTRUCTION FACILITIES FROM THE SITE. A. GENERAL:REPAIR EXISTING ROOFING SYSTEM AS REQUIRED FOR NEW CONSTRUCTION,WITH '` DIVISION 2:SITE CONSTRUCTION (NOT USED) COORDINATE WORK TO ASSURE EFFICIENT AND ORDERLY SEQUENCE OF INSTALLATION OF H. SUBSTANTIAL COMPLETION: PROVIDE DOCUMENTATION STATING WORK HAS BEEN SUBSTANTIALLY COMPONENTS AND ACCESSORIES AS REQUIRED FOR COMPLETE WEATHERTIGHT INSTALLATION.G.C.TO CONSTRUCTION ELEMENTS. COMPLETED.WHERE OWNER REQUIRES USE OF SPACE PRIOR TO FINAL COMPLETION, PROVIDE LIST OF SECTION 05700-ORNAMENTAL METALS USE LANDLORD'S ROOFING CONTRACTOR. MORPHE DIVISION 3:CONCRETE 1. MAKE PROVISIONS FOR OWNER INSTALLED ITEMS AND FOR SEPARATE CONTRACTS. ITEMS TO BE COMPLETED. B. STANDARDS:CONFORM TO NATIONAL ROOFING CONTRACTOR'S ASSOCIATION ROOFING AND 22 FOURTH STREET,4TH FLOOR 03010 CONCRETE 2. VERIFY CHARACTERISTICS OF INTERRELATED OPERATING EQUIPMENT ARE COMPATIBLE;COORDINATE 1. OWNER'S PROJECT MANAGER WILL REVIEW LIST OF ANY ITEMS TO BE COMPLETED AND SUPPLEMENT A. GENERAL:PROVIDE CUSTOM ORNAMENTAL METAL ITEMS AS INDICATED WITH ACCESSORIES AND WATERPROOFING MANUAL,CURRENT EDITION. SAN FRANCISCO,CALIFORNIA 94103 03015 FLOOR SLAB MODIFICATIONS WORK HAVING INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING,CONNECTION TO,AND PLACING LIST WITH ITEMS CONSIDERED TO BE INCOMPLETE OR UNACCEPTABLE. ATTACHMENT DEVICES AS REQUIRED FOR COMPLETE,FINISHED INSTALLATION. C. WARRANTY: PROVIDE FOR CORRECTING FAILURE OF ROOF REPAIRS TO RESIST PENETRATION OF WATER 03540 CEMENTITIOUS UNDERLAYMENT SUCH EQUIPMENT IN SERVICE. I. FINAL COMPLETION: PROVIDE WRITTEN CERTIFICATION INDICATING WORK IS IN COMPLIANCE WITH B. ORNAMENTAL METAL ITEMS: AND DAMAGE FROM WIND;WARRANTY PERIOD TO BE THE GREATER OF TWO YEARS OR AS REQUIRED BY t 3. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL AND ELECTRICAL WORK; CONTRACT DOCUMENTS,SYSTEMS HAVE BEEN TESTED AND ARE OPERATIONAL,AND WORK IS READY FOR 1. PROVIDE BREAK METAL SHAPES AS INDICATED ON DRAWINGS. LANDLORD. DIVISION 4: MASONRY(NOT USED) CONCEAL PIPES, DUCTS,AND WIRING IN FINISHED AREAS;COORDINATE LOCATIONS OF FIXTURES AND FINAL INSPECTION. C. SUBMITTALS: FURNISH PRODUCT DATA,SHOP DRAWINGS,AND SAMPLES OF EACH EXPOSED METAL D. ROOFING SYSTEM: MATCH EXISTING, NO SUBSTITUTIONS PERMITTED;PROVIDE MATERIALS CAPABLE OF OUTLETS WITH FINISHES. J. PROJECT RECORD DOCUMENTS: MAINTAIN COMPLETE AND UP-TO-DATE RECORD DOCUMENTS; KEEP FINISH. MAINTAINING EXISTING WARRANTIES;CONFORM TO REQUIREMENTS OF NRCA ROOFING MANUAL. DIVISION 5: METALS I. PROJECT MEETINGS:SCHEDULE AND ADMINISTER MEETINGS, MAKE PHYSICAL ARRANGEMENT, PREPARE SEPARATE FROM FIELD DOCUMENTS.SUBMIT PROJECT RECORD DOCUMENTS, MATERIAL AND FINISH D. FABRICATOR: FIRM WITH MINIMUM FIVE YEARS SUCCESSFUL EXPERIENCE FABRICATING ORNAMENTAL 1. SYSTEM: PROVIDE COMPLETE SYSTEM WITH ACCESSORIES AS REQUIRED FOR REPAIRS, INCLUDING 05010 STRUCTURAL METALS AGENDA, PRESIDE AT MEETINGS AND RECORD MINUTES. DATA,OPERATION AND INSTRUCTION MANUALS,WARRANTIES AND BONDS AT COMPLETION. METAL ITEMS SIMILAR TO THOSE REQUIRED FOR PROJECT. INSULATION WHERE EXISTING ROOFING IS INSULATED. 05500 METAL FABRICATIONS 1. SUBMIT BOUND IN 8-1/2"X 11"THREE RING BINDERS WITH DURABLE PLASTIC COVERS.ARRANGE IN E. STAINLESS STEEL:ASTM A666,TYPE 302/304 CORROSION RESISTANT STAINLESS STEEL WITH NO.4 SATIN E. ROOF SYSTEM REPAIRS:COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND A R C H I T E C T S 05700 ORNAMENTAL METALS FORMAT SIMILAR TO SPECIFICATIONS. DIRECTIONAL FINISH. NRCA RECOMMENDATIONS FOR ROOF TYPE SPECIFIED. 2145 Ford Parkway, Suite 301 SECTION 01400-QUALITY REQUIREMENTS K. WARRANTIES: PROVIDE WARRANTIES AS INDICATED,SIGNED BY CONTRACTOR AND MANUFACTURER; F. ALUMINUM: MINIMUM ASTM B209,6061-T6 PLATE AND SHEET,ASTM B221,6063-T6 EXTRUSIONS;SIZED 1. REMOVE EXISTING ROOFING AS REQUIRED FOR PROJECT;REMOVE ONLY AS MUCH ROOFING AS CAN BE DIVISION 6:WOOD AND PLASTICS FORM AS APPROVED BY OWNER PRIOR TO EXECUTION. FOR STRENGTH AND DURABILITY CONSISTENT WITH APPLICATION INVOLVED. REPLACED IN SAME DAY UNLESS OTHERWISE APPROVED IN ADVANCE BY ARCHITECT. Saint Paul, Minnesota 55116 06105 MISCELLANEOUS ROUGH CARPENTRY A. GENERAL:MAINTAIN QUALITY CONTROL OVER SUPPLIERS,MANUFACTURERS,PRODUCTS,SERVICES,SITE 1. WARRANTIES SHALL BE IN ADDITION TO AND NOT A LIMITATION OF OTHER RIGHTS OWNER MAY HAVE 1. FINISH:PROVIDE FACTORY FORMULATED POLYESTER TGIC POWDER COATING MATERIALS INTENDED FOR 2. INSPECT SUBSTRATES AND ROOF DECK TO ENSURE SUBSTRATES&DECK ARE CLEAN&SMOOTH,FREE OF 651.690.5525 06200 FINISH CARPENTRY CONDITIONS AND WORKMANSHIP. AGAINST CONTRACTOR UNDER CONTRACT DOCUMENTS AND AS PRESCRIBED BY LAW, REGARDLESS OF POWDER COATING APPLICATION CUSTOM COLOR AS DIRECTED BY ARCHITECT. DEPRESSIONS,WAVES OR PROJECTIONS,&ARE PROPERLY SLOPED TO DRAINS,VALLEY,OR EAVES. www.finn-daniels.com 06400 ARCHITECTURAL WOODWORK B. THE G.C.ASSUMES OVERALL RESPONSIBILITY FOR THE WORK OF THIS PROJECT TO ASSURE THAT ALL WORDING OF WARRANTY. G. BRACKETS AND ANCHORS: UNEXPOSED PLATES,ANGLES AND SUPPORTS MAY BE STEEL;EXPOSED ITEMS 3. INSULATION APPLICATION:ATTACH INSULATION IN ACCORDANCE WITH INSULATION MANUFACTURER'S 06410 HARDWARE ASSEMBLES,COMPONENTS AND PARTS INDICATED OR REQUIRED COMPLY WITH CONTRACT DOCUMENTS. TO MATCH ORNAMENTAL METAL TYPE AND FINISH. INSTRUCTIONS AND NRCA RECOMMENDATIONS FOR INSTALLATION OF INSULATION ON DECK INVOLVED. ANY SUBSTITUTIONS MADE BY THE CONTRACTOR WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNER H. FASTENERS:TYPE REQUIRED FOR SPECIFIC USAGE;PROVIDE CONCEALED FASTENERS EXCEPT WHERE 4. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF COMPOSITION TYPE DIVISION 7:THERMAL AND MOISTURE PROTECTION WILL BE REJECTED AND REPLACED AT THE CONTRACTOR'S EXPENSE. SECTION 01735-SELECTIVE DEMOLITION SPECIFICALLY APPROVED;WHERE EXPOSED MATCH TYPE AND FINISH OF METAL BEING FASTENED. BASE,WALL AND FIELD FLASHINGS. CONSULTANTS: 07210 INSULATION C. THE G.C.ASSURES THAT ALL COMPONENTS,SPECIFIED OR REQUIRED TO SATISFACTORILY COMPLETE THE 1. CONCEALED STEEL FASTENERS: HOT-DIPPED GALVANIZED MINIMUM G90 WHERE BUILT INTO EXTERIOR 5. COORDINATE METAL FLASHINGS AND COUNTERFLASHING. 07560 ROOF REPAIRS INSTALLATION ARE COMPATIBLE WITH EACH OTHER,WITH ADJOINING SUBSTRATES, MATERIALS AND A. GENERAL:ANY AND ALL DEMOLITION REQUIRED TO COMPLETE CONSTRUCTION FOR THIS PROJECT MUST WALLS OR SUBJECT TO HIGH HUMIDITY. 6. COORDINATE INSTALLATION OF ROOF DRAINS AND RELATED FLASHINGS. 07600 FLASHING AND SHEET METAL WORK BY OTHER TRADES,AND WITH THE CONDITIONS OF INSTALLATION AND EXPECTED USE. BE CONSIDERED PART OF THIS CONTRACT AND SHALL BE EXECUTED IN ACCORDANCE WITH THE I. FABRICATION: FABRICATE COMPONENT CONNECTIONS TO SUPPORT SPECIFIED DESIGN LOADS. 7. MOP IN AND SEAL FLASHINGS AND FLANGES OF ITEMS PROJECTING THROUGH MEMBRANE. 07810 PATCHING EXISTING FIREPROOFING D. MANUFACTURER'S FIELD SERVICES:WHEN SPECIFIED IN RESPECTIVE SPECIFICATION SECTIONS, REQUIRE LANDLORD'S REQUIREMENTS.THE CONSTRUCTION DOCUMENTS INDICATED EXISTING CONDITIONS, 1. SELECT MATERIALS FOR STRAIGHTNESS, FREE OF DEFECTS AND IRREGULARITIES. F. MAINTAIN ANY EXISTING ROOFING SYSTEM WARRANTIES. 07840 FIRESTOPPING MANUFACTURER OR SUPPLIER TO HAVE QUALIFIED PERSONNEL PROVIDE ON-SITE OBSERVATIONS AND WALLS,AREAS TO REMAIN BUT THE ARCHITECT DOES NOT CERTIFY THAT ALL DEMOLITION WORK IS 2. EXPOSED-TO-VIEW SURFACES EXHIBITING PITTING,SEAM MARKS,ROLLER MARKS,"OIL CANNING," 07900 JOINT SEALERS RECOMMENDATIONS. INDICATED ON THE PLANS.ANY ITEMS INDICATED AS EXISTING,TO REMAIN, HAVE TO BE INSPECTED BY STAINS,DISCOLORATIONS,AND IMPERFECTIONS ON FINISHED UNITS ARE NOT ACCEPTABLE. 1. REPRESENTATIVE SHALL: THE G.C.TO DETERMINE IF ANY OF THESE ITEMS CAN BE REUSED.AT THE END OF CONSTRUCTION,THE 3. MAKE EXPOSED JOINTS FLUSH BUTT TYPE,HAIRLINE JOINTS WHERE MECHANICALLY FASTENED; PROVIDE SECTION 07600-FLASHING AND SHEET METAL DIVISION 8:DOORS AND WINDOWS a. OBSERVE FIELD CONDITIONS,INCLUDING CONDITIONS OF SURFACES.OBSERVE QUALITY OF EXISTING WALLS,AREAS, ETC.SHOULD BE LIKE-NEW CONSTRUCTION.ALL REMOVED ITEMS SHALL BE CONCEALED CONNECTION DEVICES WITH HIDDEN FASTENERS. 08110 STEEL DOORS AND FRAMES WORKMANSHIP AND METHODS OF INSTALLATION. REMOVED FROM THE PROJECT SITE AND LEGALLY DISPOSED OF.NO CONSTRUCTION MATERIALS ARE TO 4. SEPARATE DISSIMILAR MATERIALS WITH BITUMINOUS PAINT WHERE CONCEALED,WITH PREFORMED A. GENERAL:PROVIDE FLASHING AND SHEET METAL,REGLETS,AND ACCESSORIES AS REQUIRED FOR ROOF 08310 ACCESS DOORS AND PANELS b. PROVIDE RECOMMENDATIONS FOR INSTALLATION AND WORKMANSHIP. BE DISPOSED OF IN THE MALL TRASH RECEPTACLES OR DUMPSTERS WITHOUT LANDLORD'S PRIOR SEPARATORS,OR SIMILAR METHOD TO PREVENT CORROSION. REPAIRS AS REQUIRED FOR COMPLETE,WEATHERTIGHT INSTALLATION. 08410 ALUMINUM FRAMED STOREFRONTS c. WHERE REQUIRED,START,TEST,AND ADJUST EQUIPMENT AS APPLICABLE. APPROVAL.REFER TO DEMOLITION PLAN NOTES. J. INSTALLATION: INSTALL ORNAMENTAL METAL ITEMS IN ACCORDANCE WITH MANUFACTURER'S B. STANDARDS:CONFORM TO SMACNA"ARCHITECTURAL SHEET METAL MANUAL"REQUIREMENTS FOR 08700 HARDWARE d. SUBMIT WRITTEN REPORT TO OWNER'S PROJECT MANAGER OF OBSERVATIONS. B. FOR REMODELED STORES ONLY:THE G.C.WILL BE HELD RESPONSIBLE FOR ANY DEVICES I.E. RECOMMENDATIONS, INSTALLATION INSTRUCTIONS,AND APPROVED SHOP DRAWINGS. FLASHING AND SHEET METAL. 08800 GLASS AND GLAZING E. MOCK-UPS: CONSTRUCT FIELD SAMPLES AND MOCK-UPS ON SITE AS REQUIRED. THERMOSTATS,ALARM,AUDIO SYSTEM COMPONENTS AND THE LIKE WHETHER OR NOT IT IS AFFECTED BY 1. INSTALL PLUMB,TRUE AND IN CORRECT RELATION TO ADJACENT WORK, FREE FROM DISTORTION OR C. DESIGN REQUIREMENTS:ALLOW FOR MOVEMENT OF COMPONENTS WITHOUT CAUSING BUCKLING, F. TESTING LABORATORY SERVICES:TESTING SHALL BE BY AN APPROVED TESTING LABORATORY,AS DEMOLITION WORK.THE G.C.SHALL CONTACT THE CONSTRUCTION PROJECT MANAGER BEFORE DEFECTS DETRIMENTAL TO APPEARANCE AND PERFORMANCE. FAILURE OF JOINT SEALS, UNDUE STRESS ON FASTENERS OR OTHER DETRIMENTAL EFFECTS,WHEN DIVISION 9: FINISHES REQUIRED BY SPECIFICATIONS AND BY APPLICABLE CODES. DISPOSING ANY OF THAT EQUIPMENT OR REPLACE THAT EQUIPMENT AT THE G.C.'S EXPENSE. 2. PRIOR TO SECURING CONTINUOUS ITEMS,ADJUST TO ENSURE PROPER MATCHING AT BUTT JOINTS AND SUBJECT TO 100 YEAR SEASONAL TEMPERATURE RANGES. 09260 GYPSUM BOARD ASSEMBLIES 1. TESTING REQUIRED WILL BE PAID FOR BY OWNER EXCEPT RETESTING WILL BE PAID FOR BY CONTRACTOR C. SCOPE:G.C.SHALL FURNISH EQUIPMENT AND PERFORM LABOR REQUIRED TO EXECUTE THIS WORK AS CORRECT ALIGNMENT THROUGHOUT THEIR LENGTH. D. SUBMITTALS: FURNISH PRODUCT DATA FOR MANUFACTURED PRODUCTS. 09300 TILE WHERE REQUIRED BY FAILURE TO MEET ORIGINAL TESTS. INDICATED ON THE DRAWINGS,AS SPECIFIED,AND AS NECESSARY TO COMPLETE THE CONTRACT, 3. REPAIR OR REPLACE ITEMS DAMAGED OR MARRED DURING CONSTRUCTION. E. WARRANTY:CORRECT FAILURE OF METAL FLASHING SYSTEM TO RESIST PENETRATION OF WATER AND 09390 CEMENTITIOUS FIBER BOARD 2. CONTRACTOR SHALL FURNISH MATERIALS AND SAMPLES FOR TESTS AND SHALL ASSIST TESTING INCLUDING, BUT NOT LIMITED TO,THESE MAJOR ITEMS. DAMAGE FROM WIND;WARRANTY PERIOD TWO YEARS. 09510 ACOUSTICAL CEILINGS LABORATORY AS REQUESTED. 1. PROTECTION OF EXISTING WORK TO REMAIN. F. FLASHING AND SHEET METAL: MATCH EXISTING,BUT NOT LESS THAN FOLLOWING: 09650 RESILIENT TILE FLOORING G. FIRE-RATED CONSTRUCTION:WHEREVER A FIRE RESISTANCE CLASSIFICATION IS INDICATED OR REQUIRED 2. REMOVE EXISTING CONSTRUCTION WHERE INDICATED ON THE DRAWINGS AND WHERE REQUIRED BY DIVISION SIX: WOOD AND PLASTICS 1. GALVANIZED METAL FLASHING:ASTM A526 GALVANIZED STEEL WITH MINIMUM 0.02 COPPER,AND 09900 PAINTS AND COATINGS FOR CONSTRUCTION,PROVIDE MATERIALS,ACCESSORIES AND APPLICATION PROCEDURES WHICH JOB CONDITIONS. WITH MINIMUM G90 GALVANIZED COATING;MINIMUM 24 GAGE. COMPLY WITH THE REQUIREMENTS OF UL"FIRE RESISTANCE INDEX"FOR THE UL DESIGN NUMBERS 3. REMOVAL OF PARTITIONS, DOORS,FLOOR COVERINGS,AND CEILINGS. REMOVAL AND CAPPING OF SECTION 06105-MISCELLANEOUS ROUGH CARPENTRY 2. PREFINISHED METAL FLASHING:24 GAGE GALVANIZED STEEL WITH FACTORY FINISHED KYNAR 500 TYPE DIVISION 10:SPECIALTIES CORRESPONDING WITH THE CONSTRUCTION ASSEMBLIES INDICATED. MECHANICAL AND ELECTRICAL FIXTURES AND SERVICES.DEBRIS REMOVAL AND DISPOSAL. FLUOROPOLYMER COATING AND STRIPPABLE PROTECTIVE FILM;COLOR AS SELECTED FROM 10430 ILLUMINATED SIGNS 4. REMOVAL OR CORING OF PORTIONS OF THE EXISTING CONCRETE SLAB AS REQUIRED FOR SERVICE AND A. GENERAL:PROVIDE MISCELLANEOUS BLOCKING AND PLYWOOD.ALL WOOD FRAMEWORK,WOOD MANUFACTURER'S FULL RANGE OF COLORS. 10440 INTERIOR SIGNAGE SECTION 01500-TEMPORARY FACILITIES AND CONTROLS EQUIPMENT LINE INSTALLATION. PATCHING SHALL BE ACCEPTABLE TO THE POINT THAT THE FINISH WILL BLOCKING AND PLYWOOD CONSTRUCTION SHALL BE FIRE RETARDANT TREATED AS REQUIRED BY 3. ALUMINUM FLASHING:ASTM B209,ALLOY AS REQUIRED TO MATCH FINISH SPECIFIED FOR OTHER 10680 COMPACT MOBILE STORAGE UNITS/STATIONARY STORAGE UNITS ACCEPT SCHEDULED FINISH MATERIAL WITH NO NOTICEABLE EFFECT OF AN ALTERATION HAVING BEEN APPLICABLE CODES AND LANDLORD REQUIREMENTS. ALUMINUM COMPONENTS;THICKNESS MINIMUM 0.050"AT FLASHINGS. 10810 TOILET ACCESSORIES A. GENERAL: PROVIDE TEMPORARY CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS AS REQUIRED MADE. B. STANDARDS: COMPLY WITH REQUIREMENTS OF AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC), 4. STAINLESS STEEL SHEET METAL:ASTM A666,2D ANNEALED FINISH,SOFT TEMPER EXCEPT WHERE TO COMPLETE PROJECT IN ACCORDANCE WITH CONTRACT DOCUMENTS AND TO CONFORM WITH 5. IF INDICATED BY THE CONSTRUCTION DOCUMENTS, REMOVAL OF EXISTING STOREFRONT, INCLUDING AMERICAN PLYWOOD ASSOCIATION (APA),AND APPLICABLE CODE REQUIREMENTS. HARDER TEMPER IS REQUIRED FOR FORMING OR PERFORMANCE;0.015"(28 GAGE)TYPICAL. DIVISION 11: EQUIPMENT REQUIREMENTS OF APPLICABLE AUTHORITIES. OVERHEAD ROLL-UP ENTRY GATE. C. BLOCKING: PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION OF SHELVING, EQUIPMENT, 5. COPPER SHEET METAL:ASTM B370,COLD ROLLED 16 OZ. (0.0216")THICK;SOFT TEMPER WHERE 11000 EQUIPMENT 1. CONTRACT GOVERNING AUTHORITIES TO ESTABLISH EXTENT OF TEMPORARY FACILITIES AND D. GENERAL REQUIREMENTS. ACCESSORIES, FIXTURES,AND FINISH HARDWARE OR OTHER HEAVY ITEMS ON WALLS.COMPLY WITH PS REQUIRED FOR FORMING. SEAL/SIGNATURE TEMPORARY CONTROLS REQU{RED BY AUTHORITIES. 1. THE G.C.AND ALL SUBCONTRACTORS SHALL BE FULLY RESPONSIBLE FOR THE ADEQUACY AND 20;GRADED BY AN AGENCY CERTIFIED BY NATIONAL FOREST PRODUCTS ASSOCIATION(NEPA)AND OF G. REGLETS:FRY/SPRINGLOK OR MM SYSTEMS/SNAP-TITS REGLETS;FABRICATE OF SAME METAL AS DIVISION 12: FURNISHINGS B. TEMPORARY POWER:PROVIDE POWER SERVICE AND LIGHTING REQUIRED FOR OPERATIONS,WITH INSTALLATION OF ALL TEMPORARY SHORING SYSTEMS USED DURING THE DEMOLITION OF ALL TYPE RECOMMENDED FOR APPLICATION INVOLVED;DOUGLAS FIR OR SOUTHERN PINE; MINIMUM ADJACENT FLASHING AND SHEET METAL. 12000 FURNISHINGS BRANCH WIRING AND DISTRIBUTION BOXES LOCATED TO ALLOW SERVICE AND LIGHTING BY MEANS OF STRUCTURAL ELEMENTS. CONSTRUCTION GRADE S-DRY. H. METAL TO METAL SEALANT: BUTYL TYPE;NON-STAINING, NON-CORROSIVE,NON-SHRINKING, Q�, CONSTRUCTION-TYPE POWER CORDS. 2. THE CONTRACT DOCUMENTS DO NOT NECESSARILY INDICATE THE FULL EXTENT OF THE WORK REQUIRED D. PLYWOOD: PROVIDE MINIMUM APA C-D EXTERIOR(CDX)PLYWOOD;STRESS RATED WHERE SPANNING NON-SAGGING,ULTRA-VIOLET AND OZONE RESISTANT. y D ARC.) DIVISION 13:SPECIAL CONSTRUCTION(NOT USED) C. TEMPORARY WATER AND SANITARY SERVICES:PROVIDE AND MAINTAIN REQUIRED DRINKING WATER AND TO BE PERFORMED.G.C.SHALL INSPECT THE EXISTING CONSTRUCTION CAREFULLY TO DETERMINE THE SUPPORTING MEMBERS;FIRE RETARDANT TREATED;MINIMUM 3/4"THICK UNLESS OTHERWISE I. INSTALLATION:COMPLY WITH SMACNA MANUAL. ��'J SANITARY FACILITIES WITH ENCLOSURES. FULL EXTENT OF WORK TO BE PERFORMED AND THE PROBLEMS INVOLVED.NO EXTRA COMPENSATION INDICATED. 1. INSTALL METAL FLASHING AND SHEET METAL IN ACCORDANCE WITH SMACNA ARCHITECTURAL SHEET C't REBECCA L. DIVISION 14:CONVEYING SYSTEMS(NOT USED) D. NOISE,DUST,AND POLLUTION CONTROL:PROVIDE MATERIALS AND EQUIPMENT NECESSARY TO COMPLY WILL BE ALLOWED BECAUSE OF FAILURE TO ESTIMATE THE FULL EXTENT OF THE WORK OR FOR ANY 1.. PLYWOOD STANDARD:COMPLY WITH PSi(ANSI A199.1). METAL MANUAL;TIGHT IN PLACE,WITH CORNERS SQUARE,SURFACES TRUE AND STRAIGHT IN PLANES, '� BECC n WITH LOCAL REQUIREMENTS FOR NOISE, DUST,AND POLLUTION CONTROL. CONTINGENCY ALLOWANCES. "'3 2. PLYWOOD PANEL BOARDS: PROVIDE PANEL BOARDS FOR ELECTRICAL AND COMMUNICATION PANEL AND LINES ACCURATE TO PROFILES AS INDICATED ON DRAWINGS. DIVISION 15: MECHANICAL E. BARRIERS: PROVIDE AS REQUIRED TO PROTECT ADJACENT PROPERTIES FROM DAMAGE FROM 3. ALL WORK SHALL BE PERFORMED BY SKILLED AND PROPERLY EQUIPPED PERSONNEL. REMOVAL OF ITEMS BOARDS;APA C-D PLUGGED, INTERIOR TYPE PLYWOOD WITH EXTERIOR GLUE,FIRE RETARDANT 2. INSTALL SEALANTS WHERE REQUIRED TO PREVENT DIRECT WEATHER PENETRATION. � SAINT PAUL,MN � 15000 MECHANICAL OPERATIONS;AND AS REQUIRED BY LANDLORD&GOVERNING AUTHORITIES.COORDINATE W/AHJ PRIOR SCAFFOLD HIGH OR HIGHER SHALL BE LOWERED BY CONTROLLED METHODS, NOT BY THROWING OR TREATED MINIMUM 1/2"THICK. 3. COMPLETED INSTALLATION SHALL BE FREE OF RATTLES, NOISE DUE TO THERMAL AND AIR MOVEMENT, , License#6696 TO BID& INCLUDE ALL REQUIRED COSTS AS PART OF BID. DROPPING. PERFORM CUTTING AND STRIPPING SO THAT THE WORK TO REMAIN IS UNDAMAGED AND IN 9 �► E. TREATED WOOD: PRESSURE TREAT WOOD IN CONTACT WITH CONCRETE AND WITH ROOFING; FIRE TREAT AND WIND WHISTLES. DIVISION 16: ELECTRICAL 1. FENCE: MINIMUM 8'-0"COMMERCIAL CHAIN LINK OR SOLID WOOD CONSTRUCTION FENCE; EQUIP WITH 4. UNFORESEEN CONDIT ONS: NCLOUDE N THE BASE BID MIOSCELLANEOUS CUTTING AND PATCHING WOOD CONCEALED IN INTERIOR; FIRE TREAT BLOCKING AT ROOFING WHERE REQUIRED BY APPLICABLE �� OF 0�,. 16000 ELECTRICAL GATES WITH LOCKS IN ACCORDANCE W/LANDLORD REQUIREMENTS AND LOCAL FIRE CODES. NECESSITATED AS A RESULT OF UNFORESEEN CONDITIONS AND THE REWORKING OF ABUTTING AUTHORITIES. 2. SECURITY:MAINTAIN SITE AND MATERIALS SECURE DURING CONSTRUCTION PERIOD. 1. PRESSURE TREATED:WATER-BORNE PRESERVATIVES FOR ABOVE GROUND USE CONFORMING TO AWPA SECTION 07810-PATCHING EXISTING FIREPROOFING F. CLEANING:CONTROL ACCUMULATION OF WASTE MATERIALS AND RUBBISH;DISPOSE OF OFF-SITE AT SURFACES AS REQUIRED TO MAKE NEW WORK JOIN AND MATCH EXISTING SURFACES TO REMAIN. NO C2 AND C9. INTERVALS APPROVED BY OWNER'S PROJECT MANAGER AND ACCEPTABLE TO APPLICABLE AUTHORITIES. EXTRA PAYMENTS BASED ON THE PLEA OF UNFORESEEN CONDITIONS WILL Bf ALLOWED. 2. FIRE TREATED:CONFORM TO AWPA C20 AND C27,INTERIOR TYPE A AT INTERIOR APPLICATIONS;PASS A. GENERAL:PATCH EXISTING FIREPROOFING AS REQUIRED BY APPLICABLE CODES FOR CONSTRUCTION TYPE; DIVISION ZERO: CONDITIONS OF THE CONTRACT G. SIGNS:SUBJECT TO APPROVAL OF OWNER'S PROJECT MANAGER. 5. G.C.SHALL COORDINATE WITH THE LANDLORD ALL WORK THAT MAY EFFECT NORMAL DAILY ASTM D2898 RAIN TEST WHEREAT EXTERIOR WALLS AND ROOF;IDENTIFY WITH FRTW. NO ASBESTOS PERMITTED, H. FIELD OFFICE:PROVIDE WEATHER-TIGHT FIELD OFFICE,WITH LIGHTING, ELECTRICAL OUTLETS,HEATING, OPERATIONS OF THE LANDLORD PREMISES AND COMPLY WITH ALL RESTRICTIONS THE LANDLORD MAY 3. KILN-DRY TREATED WOOD TO 19%MOISTURE CONTENT AND DISCARD WARPED AND DAMAGED PIECES. B. DESIGN REQUIREMENTS:PROVIDE MATERIALS CAPABLE OF ATTAINING FIRE RATINGS AS REQUIRED FOR SECTION 00700-GENERAL CONDITIONS AND VENTILATING EQUIPMENT,AND EQUIPPED WITH FURNITURE. HAVE ON DEMOLITION AND/OR CONSTRUCTION SCHEDULES.COOPERATE FULLY TO THE END THAT F. FASTENERS: PROVIDE FASTENERS AS REQUIRED FOR COMPLETE,SECURE INSTALLATION OF TYPE I,FIRE RESISTIVE CONSTRUCTION. 1. TELEPHONE SERVICE:PROVIDE TELEPHONE SERVICE AND FAX SERVICE TO SITE DURING ON-SITE CERTAIN FACILITIES AND SERVICES ARE MAINTAINED IN OPERATION UNTIL IMMEDIATELY BEFORE THEIR MISCELLANEOUS ROUGH CARPENTRY;GALVANIZED AT EXTERIOR LOCATIONS AND PRESSURE TREATED C. PERFORMANCE REQUIREMENTS: PROVIDE MATERIALS LISTED BY UL OR INDEPENDENT TESTING AND A. GENERAL CONDITIONS:THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION,AIA CONSTRUCTION OPERATIONS. REMOVAL IS REQUIRED TO PERMIT INSTALLATION OF NEW WORK. WOOD;SIZE AND TYPE TO SUIT APPLICATION; PROVIDE WASHERS FOR NUTS AND BOLTS. INSPECTION AGENCY ACCEPTABLE TO APPLICABLE AUTHORITIES. DOCUMENT A201,2017 EDITION, ISA PART OF THIS CONTRACT,AND SHALL GOVERN WORK. 2. TELEPHONE SERVICE:PROVIDE CELLULAR PHONE WITH ON-SITE PERSON IN CHARGE; PROVIDE PHONE 6. NOISE CONTROL:CARRYON ALL WORK IN A MANNER WHICH WILL PRODUCE THE LEAST AMOUNT OF G. INSTALLATION:COMPLY WITH REFERENCED STANDARDS AND APPLICABLE CODE REQUIREMENTS. 1. FIRE RESISTANCE RATINGS:COMPLY WITH REQUIRED RATINGS BASED ON TESTS IN ACCORDANCE WITH 1. A COPY WILL BE MADE AVAILABLE BY ARCHITECT UPON REQUEST. NUMBER TO OWNER'S PROJECT MANAGER. NOISE. INSTRUCT ALL WORKERS IN NOISE CONTROL PROCEDURES. 1. PLYWOOD:COMPLY WITH RECOMMENDATIONS OFAMERICAN PLYWOOD ASSOCIATION (APA) FOR ASTM E119. I. STORAGE: LIMIT ON-SITE STORAGE TO AREAS DESIGNATED FOR CONSTRUCTION OPERATIONS AND 7. G.C.SHALL COORDINATE ALL WORK OUTSIDE TENANT'S SPACE AND IS LIABLE FOR ANY DAMAGE AND FABRICATION AND INSTALLATION OF PLYWOOD WORK. 2. SURFACE BURNING CHARACTERISTICS: MAXIMUM 25 FLAME SPREAD AND 25 SMOKE DENSITY WHEN APPROVED IN WRITING IN ADVANCE BY OWNER; PROVIDE ADDITIONAL WEATHER-TIGHT,SECURED COST INVOLVED. 2. PLACE MISCELLANEOUS ROUGH CARPENTRY TRUE TO LINES AND LEVELS. TESTED IN ACCORDANCE WITH ASTM E84. SECTION 00800-SUPPLEMENTARY CONDITIONS OFF-SITE STORAGE AS REQUIRED. E. PROTECTION OF PERSONNEL: ERECT SIGNS,BARRICADES AND SUCH OTHER FORMS OF WARNING AS MAY 3. CORRELATE LOCATION SO ATTACHED WORK WILL COMPLY WITH DESIGN REQUIREMENTS AND BE D. CERTIFICATE:SUBMIT MANUFACTURER CERTIFICATION INDICATING APPLICATOR ACCEPTABILITY AND J. REMOVAL AND CLEANING:REMOVE CONSTRUCTION FACILITIES,CLEAN AND REPAIR DAMAGE,IN EXCESS BE REQUIRED TO PREVENT PERSONNEL FROM PUTTING THEMSELVES IN THE WAY OF INJURY. PROPERLY LOCATED. MATERIAL COMPLIANCE WITH APPLICABLE CODES AND CONTRACT DOCUMENTS. A. CONDITIONS AND REQUIREMENTS:GENERAL CONDITIONS,SUPPLEMENTARY CONDITIONS AND DIVISION OF CONTRACT REQUIREMENTS,CAUSED BY OPERATIONS OR USE OF TEMPORARY FACILITIES. F. MECHANICAL,ELECTRICAL,AND PLUMBING. 4. CONSTRUCT MEMBERS OF CONTINUOUS PIECES OF LONGEST POSSIBLE LENGTHS. 1. CERTIFICATION SHALL INDICATE NEW MATERIALS USED TO PATCH EXISTING FIREPROOFED MEMBERS AT 1,GENERAL REQUIREMENTS CONTAIN INFORMATION NECESSARY FOR COMPLETION OF EVERY PART OF K. BARRICADE GRAPHICS:IN ACCORDANCE W/THE RESPONSIBILITY SCHEDULE,PLANS&SHOP DRAWINGS. 1. SHALL CAREFULLY REVIEW PLANS AND DETERMINE LINES TO BE REMOVED AND THOSE TO BE KEPT 5. FIT CARPENTRY WORK TO OTHER WORK;SCRIBE AND COPE AS REQUIRED FOR ACCURATE FIT. NEW AND EXISTING WORK ARE COMPATIBLE WITH EXISTING FIREPROOFING MATERIALS AND MEET ALL PROJECT. INSTALL THE VINYL WALLCOVERING STORE LOGO ON THE BARRICADE WALL.TENANT VENDOR TO ACTIVE OR TO BE REACTIVATED.PROTECT LINES TO REMAIN. PROVIDE FOR MINIMUM SERVICE 6. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATES BY ANCHORING AND FASTENING AS REQUIRED BY PERFORMANCE REQUIREMENTS. B. DIVISION 1:WHERE PROVISIONS OF GENERAL CONDITIONS RELATE TO PROJECT ADMINISTRATION OR COORDINATE GRAPHICS AND VINYL INSTALL WITH TENANT&LANDLORD TENANT COORDINATOR. INTERRUPTION OF LINES TO REMAIN. RECOGNIZED STANDARDS. E. QUALIFICATION OF APPLICATOR:FIRM ACCEPTABLE TO MANUFACTURER OF FIREPROOFING MATERIALS, WORK RELATED REQUIREMENTS OF THE CONTRACT,THOSE PARAGRAPHS ARE EXPANDED IN DIVISION 1. 2. REMOVE LINES COMPLETELY WHENEVER POSSIBLE.CUT AND CAP OR PLUG PER APPLICABLE 7. PROVIDE WASHERS UNDER BOLT HEADS AND NUTS IN CONTACT WITH WOOD. WITH MINIMUM FIVE YEARS SUCCESSFUL EXPERIENCE ON PROJECTS OF SIMILAR SCOPE. STORE#: 040 C. SUBCONTRACTORS:CONTRACTOR AGREES TO BIND SUBCONTRACTORS AND MATERIAL SUPPLIERS TO REGULATORY REQUIREMENTS TO PREVENT ESCAPE OF GAS,LIQUID, ETC.BEHIND THE BACK OF THE F. MANUFACTURERS/PRODUCTS: MATCH EXISTING BUT NOT LESS THAN W.R.GRACE/MONOKOTE OR ALBI TERMS OF GENERAL AND SUPPLEMENTARY CONDITIONS, INCLUDING ARBITRATION. SECTION 01510-EXISTING CONDITIONS FINISH MATERIAL. MANUFACTURING DIVISION STANCHEM/DURASPRAY. D. PAYMENTS:SEE CONSTRUCTION CONTRACT. 3. REPAIR, REPLACE,OR MAKE GOOD, DAMAGE TO EXISTING CONSTRUCTION,WHICH OCCURS AS A RESULT SECTION 06200-FINISH CARPENTRY G. INSTALLATION: INSTALL IN ACCORDANCE MANUFACTURER RECOMMENDATIONS AND FIRE TEST RESULTS E. INSURANCE:AS APPROVED BY OWNER. A. G.C. IS TO VISIT THE JOB SITE TO INSPECT THE EXISTING CONDITIONS AND TO VERIFY THE AMOUNT OF OF REMOVAL OPERATIONS,AT NO ADDITIONAL COST TO THE TENANT,THE ARCHITECT OR THE AS REQUIRED TO PROVIDE REQUIRED FIRE RATINGS. PROJECT: F. MISCELLANEOUS DEFINITIONS: WORK THAT WILL BE NECESSARY FOR THE PROJECT TO BE COMPLETED ACCORDING TO THE LANDLORD.THESE REPAIRS SHALL INCLUDE ANY ROOF PATCHING REQUIRED DUE TO DEMOLITION AND A. GENERAL: PROVIDE WOOD TRIM,WOOD SHELVING,AND ACCESSORIES AS REQUIRED FOR COMPLETE 1. PROTECT ADJACENT SURFACES AND EQUIPMENT FROM DAMAGE BY OVERSPRAY,FALLOUT,AND 1. APPROVED: REQUIRES WRITTEN ACTION BY ARCHITECT AS DOES TERMS SUCH AS DIRECTED,SELECTED, CONSTRUCTION DOCUMENTS. SHALL BE COORDINATED WITH LANDLORD AND LANDLORDS ROOFING CONTRACTOR. FINISHED INSTALLATION. DUSTING; MASK ADJACENT WORK AS REQUIRED.CLOSE OFF AND SEAL DUCT WORK IN AREAS WHERE REQUIRED,ORDERED, DESIGNATED,ACCEPTED,ACCEPTABLE,AND SATISFACTORY. B. EXAMINE THE SUBSTRATES AND ADJOINING CONSTRUCTION,AND THE CONDITIONS UNDER WHICH THE B. STANDARDS:CONFORM TO ARCHITECTURAL WOODWORK INSTITUTE(AWI)/QUALITY STANDARDS OR FIREPROOFING IS BEING APPLIED. MORPH E 2. FURNISH:SUPPLY AND DELIVER TO PROJECT,UNLESS OTHERWISE STATED IN GREATER DETAIL. WORK IS TO BE PERFORMED. DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS WOODWORK INSTITUTE OF CALIFORNIA(WIC)"MANUAL OF MILLWORK"STANDARDS;MINIMUM 2. CLEAN SUBSTRATE OF DIRT,DUST,GREASE,OIL,LOOSE MATERIAL,PAINTS,PRIMERS,AND OTHER 3. INSTALL:OPERATIONS AT PROJECT,FROM INSPECTING AND UNLOADING,TO COMPLETION IN PLACE, DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK HAVE BEEN CORRECTED. SECTION 01800-SYSTEMS DEMONSTRATIONS W{CJCUSTOM GRADE.THE WOOD SHALL BE STRAIGHT AND FREE OF BLEMISHES AND OF SUFFICIENT MATTER WHICH AFFECTS BOND OF SPRAYED FIREPROOFING. READY FOR INTENDED USE. C. BEFORE PERFORMING ANY WORK OR ORDERING ANY MATERIAL,THE G.C.SHALL VERIFY ALL DIMENSIONS LENGTH TO PERMIT A MINIMUM NUMBER OF JOINTS.CONDITION WOODWORK TO PREVAILING HUMIDITY 3. APPLY FIREPROOFING IN SUFFICIENT THICKNESS AND DENSITY TO ACHIEVE REQUIRED FIRE RATINGS. WASH I N GTO N 4. PROVIDE:FURNISH AND INSTALL,COMPLETE AND READY FOR INTENDED USE,UNLESS OTHERWISE OF ANY EXISTING OR NEW WORK AND SHALL BE RESPONSIBLE FOR THEIR ACCURACY.ANY DIFFERENCES A. SUMMARY:PROJECT INCLUDES SPECIAL FACILITY START-UP PROCESS TO BRING FACILITY TO FULLY CONDITIONS IN INSTALLATION AREAS PRIOR TO INSTALLING. 4. APPLY FIREPROOFING OVER SUBSTRATE, BUILDING TO REQUIRED THICKNESS WITH AS MANY PASSES OR STATED IN GREATER DETAIL. FOUND SHALL BE SUBMITTED TO THE OWNER FOR CONSIDERATION BEFORE PROCEEDING WITH WORK. OPERATIONAL STATE,FREE OF DEFICIENCIES,IN MOST EFFICIENT AND TIMELY MANNER ACHIEVABLE. C. SUBMITTALS:FURNISH PRODUCT DATA FOR MANUFACTURED ITEMS,SHOP DRAWINGS FOR CUSTOM STAGES NECESSARY TO COVER WITH MONOLITHIC BLANKET OF UNIFORM DENSITY AND TEXTURE. SQUARE ADJUST OPERATING PRODUCTS&EQUIPMENTS TO ENSURE PROPER PERFORMANCE AT TURN-OVER. ITEMS,SAMPLES OF EACH EXPOSED FINISH. D. CERTIFICATION:CERTIFICATION WILL NOT BE REQUIRED. SPACE #B07 DIVISION ONE: GENERAL REQUIREMENTS SECTION 01600-PRODUCT REQUIREMENTS E. DELIVERY,STORAGE AND HANDLING:COMPLY WITH AWl OR WIC STANDARDS AND MANUFACTURE SECTION 07840-FIRESTOPPING 9577 SW WASHINGTON SQUARE RD- DIVISION TWO: SITE CONSTRUCTION (NOT USED) RECOMMENDATIONS. SECTION 01100-SUMMARY OF WORK A. CONTRACT AMOUNT: BASE ON MATERIALS AND PRODUCTS IN CONTRACT DOCUMENTS;WHERE LISTED IN F. WOOD TRIM: PREMIUM GRADE FOR OPAQUE PAINT FINISH;WHITE BIRCH OR POPLAR UNLESS OTHERWISE A. GENERAL: PROVIDE PENETRATION-TYPE FIRESTOPPING FOR TIME-RATED FLOOR,WALL,AND PARTITION TIGARD, OR 97223 CONTRACT DOCUMENTS, MATERIALS AND PRODUCTS BY MANUFACTURERS NOT LISTED SHALL NOT BE INDICATED. ASSEMBLIES CAPABLE OF PREVENTING PASSAGE OF FLAME,SMOKE AND HOT GASES. A. SCOPE: PROJECT CONSISTS OF CONSTRUCTION OF THE'MORPHE'STORE AS INDICATED IN CONTRACT USED WITHOUT WRITTEN APPROVAL. DIVISION THREE: CONCRETE G. WOOD SHELVING:AWI OR WIC/CUSTOM GRADE, PARTICLE BOARD,OR HARDWOOD-EDGED PLYWOOD. B. CODES:CONFORM TO APPLICABLE CODE REQUIREMENTS FOR BOTH F AND T RATINGS. DOCUMENTS.WORK OF CONTRACT CAN BE SUMMARIZED BY REFERENCE TO THE CONTRACT,GENERAL B. PRODUCTS:COMPONENTS SUPPLIED IN QUANTITY SHALL BE INTERCHANGEABLE; PROVIDE NEW H. ANCHORS,NAILS AND SCREWS:SELECT THE MATERIAL,TYPE,SIZE AND FINISH REQUIRED BY EACH C. STANDARDS: PASS ASTM E814 THROUGH-PENETRATION FIRE STOPS,ASTM E119 FIRE TESTS AND ASTM CONDITIONS,SPECIFICATONS,DRAWINGS,ADDENDA AND MODIFICATIONS TO THESE DOCUMENTS MATERIALS UNLESS OTHERWISE DIRECTED IN CONTRACT DOCUMENTS. SECTION 03010-CONCRETE SUBSTRATE FOR SECURE ANCHORAGE;PROVIDE TOOTHED STEEL OR LEAD EXPANSION BOLT SCREWS FOR E84 FLAME SPREAD/SMOKE CONTRIBUTION MAXIMUM 25/25. ISSUED SUBSEQUENT TO THE INITIAL PRINTING OF SAME. C. INSTALLATION: INSTALL ITEMS PLUMB,LEVEL AND SECURE,AND IN CORRECT RELATION TO ADJACENT DRILLED-IN-PLACE ANCHORS. D. MANUFACTURERS:3M/FIRE BARRIER,STIJSPECSEAL OR PENSIL,OR HILTI/FIRESTOP SYSTEMS. 1. ITEMS NOTED"NIC" (NOT IN CONTRACT)WILL BE FURNISHED AND INSTALLED BY OWNER OR UNDER PRODUCTS;SECURE IN PLACE WITH POSITIVE ANCHORAGE DEVICES DESIGNED AND SIZED TO WITHSTAND A. WHEN THE CONCRETE FLOOR SLAB IS EXISTING,PREPARE THE SLAB TO RECEIVE FINISH AS INDICATED BY 1. WOOD FILLER:COLOR TO MATCH WOOD BEING FILLED. E. GENERAL:CHOOSE PRODUCTS AND METHODS MEETING APPLICABLE CODES AND SPECIFICATION SEPARATE CONTRACT. STRESSES,VIBRATION,AND RACKING. THE CONSTRUCTION DOCUMENTS.WHEN SLAB FLOOR IS TO BE EXECUTED AS PART OF THE CONTRACT, , FOLLOW LANDLORD'S DIRECTIONS AND SPECIFICATIONS. 1. FABRICATION:FABRICATE FINISH CARPENTRY ITEMS IN ACCORDANCE WITH SPECIFIED QUALITY REQUIREMENTS FOR EACH FIRESTOPPING APPLICATION,SUBJECT TO ARCHITECTS ACCEPTANCE. 2. HAZARDOUS MATERIALS: NOT IN CONTRACT;OWNER WILL PROVIDE FOR HANDLING OF HAZARDOUS 1. COMPLY WITH MANUFACTURER RECOMMENDATIONS ANQ INSTALLATION INSTRUCTIONS EXCEPT STANDARD. F. FIRESTOPPING MATERIALS: FURNISH MATERIALS FOR PENETRATIONS IN TIME-RATED FLOOR,WALL,AND A/E PROJECT NO.: M0040 MATERIALS UNDER SEPARATE CONTRACT PRIOR TO THIS PROJECT. IF HAZARDOUS MATERIALS ARE WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFIED. K. INSTALLATION: INSTALL WOODWORK PLUMB,LEVEL,TRUE AND STRAIGHT WITH NO DISTORTIONS.SHIM PARTITION ASSEMBLIES CAPABLE OF PREVENTING PASSAGE OF FLAME,SMOKE,AND HOT GASES. SUSPECTED,NOTIFY OWNER IMMEDIATELY. D. TRANSPORTATION:TRANSPORT PRODUCTS TO AVOID PRODUCT DAMAGE, DELIVER IN UNDAMAGED AS REQUIRED USING CONCEALED SHIMS. INSTALL TO A TOLERANCE OF 1/8" IN 8'-0" FOR PLUMB AND 1. PENETRATION TEST: FURNISH MATERIALS PASSING ASTM E$14 FOR PENETRATION FIRE STOPPING DRAWN BY: KDI 3. A RESPONSIBILITY SCHEDULE IS INDICATED ON THE PLANS. IT INCLUDES COORDINATION WITH OTHER CONDITION IN MANUFACTURER'S UNOPENED CONTAINERS OR PACKAGING. SECTION 003015-FLOOR SLAB MODIFICATIONS INNICATING MTINTENANCE OF TIME-RATED ADJACENT ASSEMBLIES. WORK PERFORMED BY SEPARATE CONTRACTORS OF THE PROJECT. E. HANDLING: PROVIDE EQUIPMENT AND PERSONNEL TO HANDLE PRODUCTS BY METHODS TO PREVENT LEVEL AND WITH NO VARIATIONS IN FLUSHNE55 OF ADJOINING SURFACES.ATTACH WOODWORK TO A. G.C.SHALL INSPECT THE EXISTING SLAB CONDITIONS TO DETERMINE THE AMOUNT OF CONCRETE FLOOR ANCHORS,OR BUILT IN BLOCKING,OR DIRECTLY TO SUITABLE SUBSTRATE.SECURE WITH CONCEALED 2. FIRESTOPPING: MAINTAIN FIRE RATING OF ASSEMBLY IN WHICH FIRESTOPPING IS INSTALLED,SUCH AS CHECKED BY: KDI/DRM/RLO B. CONTRACTOR RESPONSIBILITY: SOILING AND DAMAGE; PROMPTLY INSPECT TO ASSURE PRODUCTS ARE CORRECT,COMPLETE,AND FASTENERS. FLOOR, PARTITION,OR WALL, IN ACCORDANCE WITH ASTM E119 TESTS. 1. G.C.SHALL PROVIDE AND PAY FOR: LABOR, MATERIAL,EQUIPMENT,TOOLS,CONSTRUCTION UNDAMAGED,AND QUANTITIES ARE CORRECT. SLAB TO BE REMOVED AND REPLACED FOR INSTALLATION OF ELECTRICAL, MECHANICAL AND PLUMBING G. INSTALRATIONI INSNALL IN ACCORDANCE MANUFACTHRER RECOMMENDATIONS AND FIRE TEST RESULTS EQUIPMENT, MACHINERY,WATER, HEAT AND UTILITIES REQUIRED FOR CONSTRUCTION AS WELL AS ANY F. G.C.SHALL RECEIVE AND UNLOAD ALL FIXTURES FROM THE FIXTURE SUPPLIER ACCORDING TO THE TERMS WORK AND STEEL COLUMNS FOR ENTRY GATE SUPPORT.ALL CONCRETE TRENCHING AND REFILLING,AS L• PREPARATION FOR FIELD FINISHING:SAND WORK SMOOTH AND SET EXPOSED NAILS AND SCREWS;APPLY ISSUES AND REVISIONS: WELL AS ANY AND ALL PENETRATIONS OF THE SLAB,SHALL BE EXECUTED IN ACCORDANCE WITH THE WOOD FILLER IN EXPOSED NAIL AND SCREW INDENTATIONS AND LEAVE READY TO RECEIVE SITE-APPLIED AS REQUIRED TO PROVIDE REQUIRED FIRE RATINGS. OTHER FACILITIES AND SERVICE NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK. ANQ CONDITIONS IMPOSED BY THE MALL DEVELOPER, I.E.SPECIAL TIMES TO UNLOAD,RESERVING FINISHES. 1. FIELD INSPECTIONS:MAINTAIN COPY OF MANUFACTURER'S INSTALLATION INSTRUCTIONS AND 100%CHECKSET 10.15.2018 WHEN WORK IS PERFORMED IN AN EXISTING STORE,PROVISIONS CAN BE MADE TO USE EXISTING LOADING DOCK, ETC.FIXTURES TO BE SET BY G.C.. LANDLORD'S REQUIREMENTS. RECOMMENDATIONS A INTAI WORK AREA. UTILITIES,EXCEPT TELEPHONE,AND BILLS WILL BE PAID DIRECTLY BY TENANT.COORDINATE WITH G. STORAGE:STORE MATERIAL IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS,WITH SEALS AND 1. SEAL CONCEALED AND SEMI-CONCEALED SURFACES;BRUSH APPLY ONLY,USING PRIMER CONSISTENT TENANT'S REPRESENTATIVE. LABELS INTACT AND LEGIBLE.STORE IN A DRY&VENTILATED AREA OFF THE GROUND. WITH FINISH COATS SPECIFIED UNDER SECTION 09900-PAINTS AND COATINGS. LLjPERMIT/BID 11.02.201$ 2. G.C.SHALL SECURE AND PAY FOR THE FOLLOWING ITEMS, NECESSARY FOR EXECUTION AND H. PROTECTION:PROVIDE COVERINGS TO PROTECT PRODUCTS FROM DAMAGE FROM TRAFFIC AND SECTION 03540-CEMENTITIOUS UNDERLAYMENT SECTION 07900-JOINT SEALERS COMPLETION OF THE WORK,AND AS APPLICABLE AT THE TIME OF RECEIPT OF BIDS: PERMITS,FEES, CONSTRUCTION OPERATIONS,REMOVE WHEN NO LONGER NEEDED. SECTION 06400-ARCHITECTURAL WOODWORK LICENSES,BONDS AND INSURANCE'S REQUIRED BY LOCAL AUTHORITIES AND/OR LANDLORD. I. SPECIFIED PRODUCTS:FOR PRODUCTS SPECIFIED BY NAMING ONE OR MORE PRODUCTS OR A. GENERAL: PROVIDE POURED CEMENTITIOUS UNDERLAYMENT SYSTEM,NOT INTENDED AS FINISHED A. GENERAL:PROVIDE EXTERIOR&INTERIOR JOINT SEALERS NOT PROVIDED ELSEWHERE;TYPE SUITABLE FOR C. WORK SEQUENCE:COORDINATE CONSTRUCTION SCHEDULE,OPERATIONS AND USE OF PREMISES WITH MANUFACTURERS,SELECT PRODUCTS OF ANY NAMED MANUFACTURER MEETING SPECIFICATIONS. TRAFFIC SURFACE, INCLUDING ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. APPLICATION INDICATED WITH ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. BUILDING MANAGEMENT. J. G.C.SHALL NOTIFY TENANT IMMEDIATELY OF ANY MISSING OR DAMAGED ITEMS THAT TENANT SUPPLIES B. INSTALLER: FIRM WITH MINIMUM 5 YEARS SUCCESSFUL EXPERIENCE, REGULARLY ENGAGED IN A. GENERAL:INSTALL OWNER FURNISHED CASEWORK AND COUNTERTOPS AND WOOD PANELING INDICATED D. CONTRACTOR USE OF PREMISES: LIMIT TO AREAS INDICATED ON DRAWINGS AND AS SPECIFIED;LIMIT AND G.C. INSTALLS.G.C.WILL OBTAIN AND FILL ALL NECESSARY PAPERWORK RE UIRED IN ORDER TO INSTALLATION OF SPECIFIED MATERIALS, PROPERLY EQUIPPED AND ACCEPTABLE TO MANUFACTURER. TO BE OWNER FURNISHED; PROVIDE WOOD PANELING NOT INDICATED AS OWNER FURNISHED,AND B. INSTALLER QUALIFICATIONS: FIRM WITH MINIMUM FIVE YEAR'S SUCCESSFUL EXPERIENCE ON PROJECTS Q C. SUBMITTALS: FURNISH MANUFACTURER'S LITERATURE. PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. OF SIMILAR TYPE AND SIZE,USING SPECIFIED PRODUCTS. ACCESS AS DIRECTED BY OWNER&LANDLORD. FACILITATE TENANT IN ITS ABILITY TO PROPERLY FILE CLAIM FOR DAMAGES OR LOSSES. REFER TOTENANT - B. STANDARDS:CONFORM TO ARCHITECTURAL WOODWORK INSTITUTE AWI /QUALITY STANDARDS OR C. SUBMITTALS: FURNISH PRODUCT DATA&SAMPLES OF EXPOSED JOINT SEALERS IN REQUIRED COLORS. E. LINES AND LEVELS ENGINEERING: ESTABLISH LINES AND LEVELS BY USE OF RECOGNIZED ENGINEERING SHORTAGE/DAMAGED GOODS POLICY INCLUDED IN BIO INSTRUCTIONS FROM TENANT. D. MANUFACTURER:ARDEX, INC./K 15;W.R.BONSAL CO./SELF LEVELING WEAR TOPPING. ( ) D. WARRANTY: REPAIR OR REPLACE JOINT SEALERS WHICH FAIL TO PERFORM AS INTENDED, BECAUSE OF PRACTICES.LOCATE AND PROTECT CONTROL AND REFERENCE POINTS. E. SYSTEM:POURABLE CEMENTITIOUS,HIGH-STRENGTH, FAST-SETTING,NON-SHRINK,SELF-LEVELING WOODWORK INSTITUTE OF CALIFORNIA(WIC) MANUAL OF MILLWORK STANDARDS; MINIMUM UNDERLAYMENT;MINIMUM 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS,ASTM C349. PREMIUM GRADE. LEAKING,CRUMBLING, HARDENING,SHRINKAGE,BLEEDING,SAGGING,STAINING AND LOSS OF ADHESION; F. REGULATORY AGENCIES:ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES, WARRANTY PERIOD TWO YEARS. REGULATIONS AND ORDINANCES HAVING JURISDICTION,AND IN ACCORDANCE WITH THE"DESIGN SECTION 01630-SUBSTITUTIONS AND PRODUCT OPTION F. INSTALLATION:COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. C. SUBMITTALS: FURNISH PRODUCT DATA FOR CONTRACTOR FURNISHED ACCESSORIES INCLUDING SAMPLES OF EXPOSED MATERIALS. E. EXTERIOR NON-TRAFFIC JOINTS:GE/SILPRUF,DOW/790-795,OR PECORA/854,LOW MODULUS SILICONE CRITERIA FOR TENANT WORK" ISSUED BY THE LANDLORD. D. STORAGE AND HANDLING:COMPLY WITH MANUFACTURER RECOMMENDATIONS. SEALANT. G. STANDARDS:COMPLY WITH THE APPLICABLE SPECIFICATIONS AND STANDARDS OF UL,ASTM,ANSI,AWI, A. SUBSTITUTIONS AND PRODUCT OPTIONS:PROVIDE PRODUCTS INDICATED OR APPROVED;REQUESTS FOR f. ACCESSORIES:PROVIDE AS INDICATED AND AS REQUIRED TO INSTALL ARCHITECTURAL WOODWORK AS F. TRAFFIC BEARING JOINTS:MAMECOJVULKEM 245,OR PECORA/NR 200 UREXPAN,MULTI COMPONENT NEMA,AIA AND ALL OTHER STANDARDS OF MANUFACTURERS ASSOCIATIONS.COMPLY WITH STANDARDS SUBSTITUTIONS OF OTHER PRODUCTS WILL BE CONSIDERED IF SUBMITTED IN WRITING. DIVISION FOUR: MASONRY(NOT USED] INDICATED;COORDINATE ACCESSORIES REQUIRED FOR INSTALLATION OF OWNER FURNISHED POLYURETHANE,SELF-LEVELING JOINT SEALER. REFERENCED EXCEPT WHERE MORE RIGID REQUIREMENTS ARE REQUIRED BY CODE.DATE OF STANDARD 1. CONTRACTOR OPTIONS: PROVIDE PRODUCTS AND MANUFACTURERS NAMED IN SPECIFICATIONS, ARCHITECTURAL WOODWORK NOT FURNISHED WITH ARCHITECTURAL WOODWORK. G. MILDEW RESISTANT SAMTARYSEALANTS:GE/SANITARY SEALANT,DOWJBATHTUB CAULK,OR IS THAT IN EFFECT AS OF DATE DOCUMENTS ARE ISSUED,EXCEPT WHEN SPECIFIC DATE IS SPECIFIED. SUBMIT REQUEST FOR SUBSTITUTION FOR PRODUCTS AND MANUFACTURERS NOT SPECIFICALLY NAMED F. INSTALLATION:COMPLY WITH MANUFACTURER RECOMMENDATIONS AND REFERENCED STANDARDS. PECORA/863#345 WHITE; PROVIDE AT INTERIOR AREAS WHERE SEALANT WILL BE EXPOSED TO WATER. H. OWNER FURNISHED CONTRACTOR INSTALLED ITEMS:OWNER WILL ARRANGE FOR AND PAY FOR PRODUCT WHERE NAMES ARE LISTED. DIVISION FIVE: METALS AS INDICATED ON DRAWINGS TO BE DELIVERED TO PROJECT SITE FOR CONTRACTOR INSTALLATION. 2. SUBSTITUTIONS:CONTRACTOR SHALL INVESTIGATE PROPOSED SUBSTITUTIONS AND DETERMINE IF TAKE SPECIAL CARE COORDINATING INSTALLATION OF OWNER FURNISHED ARCHITECTURAL WOODWORK H. GENERAL INTERIOR JOINT SEALER: PECORA/AC-ZO OR SONNEBORN/SONOLAC,ACRYLIC OR LATEX 1. CONTRACTOR SHALL INSPECT, RECEIVE, UNLOAD,STORE, INSTALL AND FINISH. EQUIVALENT TO PRODUCTS SPECIFIED.SUBMITTALS SHALL INCLUDE COST OR TIME BENEFITS FOR SECTION 05010-STRUCTURAL METALS WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. EMULSION. 2. UNLOADING FIXTURES:INCLUDE IN BASE BID,THE COST TO UNLOAD ALL OWNER SUPPLIED FIXTURES SUBSTITUTIONS; FAILURE TO INDICATE COST OR TIME BENEFIT IS JUSTIFICATION FOR REJECTION. 1. INSTALL WORK CONSISTENT WITH SPECIFIED QUALITY GRADE,PLUMB, LEVEL,TRUE AND STRAIGHT WITH I. MISCELLANEOUS MATERIALS: PRIMERS,SEALERS,JOINT CLEANERS, BOND BREAKER TAPE,&SEALANT AND MATERIALS INCLUDING EQUIPMENT NECESSARY TO UNLOAD FIXTURES(I.E. LIFT, DOLLIES,CARTS, 3. CONTRACTOR'S REPRESENTATION: REQUESTS CONSTITUTE THAT CONTRACTOR HAS INVESTIGATED A. THE DESIGN, FABRICATION AND INSTALLATION OF ALL MISCELLANEOUS METAL LINTELS,SUPPORTS AND NO DISTORTIONS. BACKER RODS AS RECOMMENDED BY SEALANT MANUFACTURER FOR APPLICATIONS INDICATED. ETC.).INCLUDE DISPOSAL OF ALL PACKAGING MATERIAL. PROPOSED PRODUCTS AND DETERMINES IT MEETS OR EXCEEDS SPECIFIED PRODUCTS AND WAIVES FRAMING REQUIRED FOR ALL STOREFRONT AND OTHER MISCELLANEOUS WORK SHALL BE THE SOLE 2. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISHED WORK. 1. OVERSIZE BACKER ROD MINIMUM 30%TO 50%OF JOINT OPENING. HE ECURITY ARE AND CLAIMS FOR ADDITIONAL COSTS THAT SUBSEQUENTLY BECOME APPARENT. RESPONSIBILITY OF THE G.C.UNLESS INCLUDED IN CONSTRUCTION DRAWINGS THAT HAVE BEEN 3. ENSURE MECHANICAL AND ELECTRICAL ITEMS AFFECTING ARCHITECTURAL WOODWORK ARE PROPERLY J. COLORS:AS INDICATED OR AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS. 3. PROTECTION VE MATERIALS/FURNITURE ON SITE:G.C. R RESPONSIBLE FORT S ,C PREPARED,STAMPED&SIGNED BY REGISTERED STRUCTURAL ENGINEER. PLACED,COMPLETE,AND HAVE BEEN INSPECTED PRIOR TO COMMENCEMENT OF INSTALLATION. K. PREPARATION:CLEAN J01NT SURFACES IMMEDIATELY BEFORE INSTALLATION OF JOINT SEALER,AND DAMAGE PREVENTION OF ALL MATERIALS AFTER DELIVERY TO JOB SITE.G.C.WILL Bf BACKCHARGED FOR 4. ARCHITECT'S DUTIES:OWNER'S PROJECT MANAGER SHALL BE JUDGE OF ACCEPTABILITY AND RESERVES DAMAGES AND MISSING ITEMS. RIGHT TO REJECT PROPOSED SUBSTITUTION BASED ON INSUFFICIENT INFORMATION;USE ONLY 4. SECURE WORK TO GROUNDS,STRIPPING AND BLOCKING WITH COUNTERSUNK,CONCEALED FASTENERS PRIME OR SEAL JOINT SURFACES AS RECOMMENDED BY MANUFACTURER. I. SHORT/DAMAGED FREIGHT:INDICATED BELOW ARE INSTRUCTIONS ON HOW TO HANDLE SHORT,OR SUBSTITUTIONS APPROVED IN WRITING.OWNER'S PROJECT MANAGER HAS THE RIGHT TO EMPLOY AND BLIND NAILING AS REQUIRED FOR A COMPLETE INSTALLATION. L. INSTALLATION:COMPLY WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND ASTM DAMAGED FREIGHT. ARCHITECT TO EVALUATE AND APPROVE SUBSTITUTIONS. SECTION 05500-METAL FABRICATIONS 5. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISHED WORK. C1193. 6. ATTACH ARCHITECTURAL WOODWORK SECURELY IN PLACE WITH UNIFORM JOINTS PROVIDING FOR 1. EMPLOY INSTALLATION TECHNIQUES WHICH WILL ENSURE JOINT SEALERS ARE DEPOSITED IN UNIFORM, 1. BEFORE SIGNING THE FREIGHT Bf LL,NOTE SPECIFICALLY THE ITEM(Sj DAMAGED OR MISSING LE.,ONE A. GENERAL:PROVIDE MISCELLANEOUS METAL SHAPES AND FABRICATIONS AS REQUIRED AND NOT THERMAL AND BUILDING MOVEMENTS. CONTINUOUS RIBBONS WITHOUT GAPS OR AIR POCKETS,WITH COMPLETE"WETTING"OF BOND LIGHT FIXTURE,TWO PIECES OF SLATWALL, ETC. INCLUDED AS PART OF OTHER SECTIONS,WITH ANCHORS AND ACCESSORIES AS REQUIRED FOR COMPLETE 7. ACCEPTABLE TOLERANCES: SURFACES. 4 2. AFTER DAMAGED OR MISSING ITEMS ARE NOTED ON FREIGHT BILL, HAVE CARRIER'S DRIVER ALSO SIGN SECTION 01700-EXECUTION REQUIREMENTS INSTALLATION. a. VARIATION FROM TRUE POSITION: MAXIMUM 1/16"AT ANY POSITION AND MAXIMUM 1/8" IN ANY SHEET TITLE: THE FREIGHT BILL.THIS WILL VERIFY THAT BOTH PARTIES AGREE TO THE EXTENT OF DAMAGE OR SHORT ITEMS. A. INSTALLER QUALIFICATIONS: INSTALLERS TO HAVE MINIMUM FIVE YEARS SUCCESSFUL EXPERIENCE B. SUBMITTALS: FURNISH SHOP DRAWINGS FOR CUSTOM FABRICATIONS, PRODUCT DATA FOR 10 0 LENGTH. 3. THERE ARE TIMES WHEN DAMAGE IS DISCOVERED ONLY UPON UNPACKING THE FREIGHT. IN ORDER TO INSTALLING ITEMS SIMILAR TO THOSE REQUIRED FOR PROJECT, EXCEPT FOR INDIVIDUALS IN TRAINING MANUFACTURED ITEMS; PROVIDE TEMPLATES FOR ANCHOR INSTALLATION BY OTHERS. b. ADJOINING SURFACES OF SAME MATERIAL: NO VARIATION PERMITTED. SPECIFICATIONS RECEIVE PAYMENT FROM FREIGHT COMPANY,WE MUST PROVE THAT THE FREIGHT WAS DELIVERED IN UNDER DIRECT SUPERVISION OF EXPERIENCED INSTALLER. C. STEEL SHAPES:ASTM A36 STEEL. DAMAGED CONDITION.THEREFORE,ALL CARTONS MUST BE INSPECTED FOR SIGNS OF DAMAGE OR B. EXAMINATION:BEGINNING INSTALLATION OF A PRODUCT SIGNIFIES INSTALLER HAS EXAMINED D. GROUT: PROVIDE NON-SHRINK,NON-METALLIC, PRE-MIXED, FACTORY PACKAGED,NON-STAINING, ABUSE AND THIS IS TO BE NOTED ON THE FREIGHT BILL. SUBSTRATES,AREAS,AND CONDITIONS FOR COMPLIANCE WITH MANUFACTURER REQUIREMENTS FOR NON-CORROSIVE,NON-GASEOUS GROUT;TYPE SPECIFICALLY RECOMMENDED BY MANUFACTURER FOR SECTION 06410-HARDWARE 4. BE SURE TO CONTACT THE PROJECT MANAGER TO INFORM HIM/HER OF THE LOSS SO THAT,IF TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE. APPLICATIONS INDICATED. NECESSARY,THE ITEMS)CAN BE REORDERED C. MANUFACTURER'S INSTRUCTIONS:WHEN WORK IS SPECIFIED TO COMPLY WITH MANUFACTURERS' E. FASTENERS AND ROUGH HARDWARE:TYPE REQUIRED FOR SPECIFIC USAGE; PROVIDE ZINC-COATED A. HARDWARE SHALL BE OF THE TYPE,FINISH AND MANUFACTURER INDICATED.MANUFACTURER'S RECOMMENDATIONS OR INSTRUCTIONS,DISTRIBUTE COPIES TO PERSONS INVOLVED,AND MAINTAIN ONE FASTENERS FOR EXTERIOR USE OR WHERE BUILT INTO EXTERIOR WALLS. CATALOG NUMBERS ARE INTENDED TO INDICATE THE QUALITY REQUIRED AS SCHEDULED IN THE SET IN FIELD OFFICE. DRAWINGS.NO OTHERS SHALL BE ACCEPTABLE. SECTION 01300-ADMINISTRATIVE REQUIREMENTS D. INSTALLATION:COMPLY WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS AND INSTALLATION F. WELDING MATERIALS:AWS D1.1,TYPE REQUIRED FOR MATERIALS BEING WELDED. B. FURNISH HARDWARE TEMPLATES IN A TIMELY MANNER TO THE VARIOUS AFFECTED TRADES FOR INSTRUCTIONS UNLESS MORE RESTRICTIVE REQUIREMENTS ARE SPECIFIED. G. PAINT: PROVIDE PRIMERS AS RECOMMENDED BY PAINT MANUFACTURERS FOR SUBSTRATES AND PAINTS COORDINATION OF THEIR WORK. A. PROCEDURES:CONTRACTOR SHALL REVIEW AND APPROVE SUBMITTALS PRIOR TO SUBMITTING TO E. PROTECTION:COVER PRODUCTS SUBJECT TO DETERIORATION WITH IMPERVIOUS SHEET,PROVIDE SPECIFIED IN SECTION 09900-PAINTING. OWNER'S PROJECT MANAGER; INFORM OWNER'S PROJECT MANAGER IN WRITING AT TIME OF VENTILATION TO AVOID CONDENSATION AND TRAPPING WATER. PROTECT AND MAINTAIN ALL WORK 1. GALVANIZING REPAIR PAINT: HIGH ZINC-DUST CONTENT PAINT FOR REGALVANIZING WELDS IN SUBMISSION OF ANY PROPOSED DEVIATION FROM CONTRACT DOCUMENTS. THROUGHOUT CONSTRUCTION SO THAT IT WILL BE FREE OF DAMAGE AT THE TIME OF ACCEPTANCE BY GALVANIZED STEEL. DIVISION SEVEN: THERMAL AND MOISTURE PROTECTION 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 4 � � 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. 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. - ,, 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. - ` 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 . � _ _:v 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 - I _ 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. - - 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 !:' -- - 'll liti----,p441141 HERSEY,OR TESTING AGENCY ACCEPTABLE TO APPLICABLE AUTHORITIES. D. MIRROR SHALL COMPLY WITH F.S.DD-G-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 -_,..___ _ _ 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. - _- _ = 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 -�, sem., E. HOLLOW METAL DOORS: FLUSH HOLLOW METAL DOORS FULL FLUSH TYPE;SDI MODEL 1, NAAMM TYPE B COMPLYING WITH RECOMMENDATIONS OF GLASS 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. = _ 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 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. 2. GAGE:PROVIDE MINIMUM 18 GAGE AT INTERIOR DOORS, MINIMUM 16 GAGE AT EXTERIOR DOORS. DRAWINGS.G.C.TO COORDINATE WITH TENANT PROJECT MANAGER CHANGES TO THE CORE AT COVERING DURING CONSTRUCTION PERIOD TO PREVENT STAINING OR DAMAGE. NO FOOT OR WHEEL O. PAINT SYSTEMS: PROVIDE MINIMUM TWO COAT PLUS PRIMER SYSTEMS. FINISH AS INDICATED BELOW --- "' : F. PRESSED STEEL(HOLLOW METAL)FRAMES: MINIMUM 16 GAGE KNOCK-DOWN (FIELD-ASSEMBLED) TURNOVER. TRAFFIC SHALL BE PERMITTED ON FLOOR FOR AT LEAST THREE(3)DAYS AFTER GROUTING. U.N.O. 1s �1 �n FRAMES. KNOCK DOWN FRAMES ONLY ACCEPTABLE FOR INSTALLATION WITHIN EXISTING CONSTRUCTION. H. GLAZING BASE TO BE ANCHORED TO CONCRETE FLOOR/FOUNDATION USING SET XP EPDXY ADHESIVE 1. EXT. PAINTED METAL:SEMIGLOSS 100%ACRYLIC. �_ `� f = G. FIRE RATED UNITS:CONFORM TO NFPA 80; PROVIDE UL OR WARNOCK HERSEY LABELED DOORS AND ESR-2508 AND MECHANICALLY FASTENED PER MANUFACTURER'S RECOMMENDATIONS. 2. GYPSUM BOARD WALLS: EGGSHELL(SATIN)LATEX EMULSION. FRAMES AS REQUIRED. SECTION 09390-CEMENTITIOUS FIBER BOARD 3. GYPSUM BOARD CEILINGS:FIAT LATEX EMULSION. MORPHE H. ACCESSORIES:PROVIDE DOOR SILENCERS,ANCHORS,AND ACCESSORIES. 4. TOILET ROOM WALLS AND CEILINGS:SEMIGLOSS ACRYLIC ENAMEL. 22 FOURTH STREET,4TH FLOOR I. FABRICATION:CONFORM TO REQUIREMENTS OF SDI OR NAAMM. DIVISION NINE: FINISHES A. 5/8" DUROCK AS MANUFACTURED BY UNITED STATES GYPSUM CO.,OR APPROVED EQUAL FRAMING 5. INT.PAINTED METAL:SEMIGLOSS 1001 ACRYLIC. SAN FRANCISCO,CALIFORNIA 94103 1. DOOR SILENCERS: PLACE MINIMUM THREE SINGLE BUMPERS ON SINGLE DOOR FRAMES;SPACE EQUALLY MEMBERS SHOULD BE STRAIGHT,TRUE, UNIFORM DIMENSIONS AND FRAMING SHOULD BE PROPERLY 6. OPAQUE PAINTED WOOD:SATIN 100%ACRYLIC ENAMEL. ALONG STRIKE JAMBS; PLACE TWO SINGLE BUMPERS ON DOUBLE DOOR FRAME HEADS. SECTION 09260-GYPSUM BOARD ASSEMBLIES ALIGNED.ALL SURFACES TO WHICH DUROCK IS FASTENED SHALL BE FREE AND CLEAR OF ANY 7. WHEN TRANSPARENT FINISHES ARE CALLED FOR,USE MULTIPLE COATS TO PRODUCE GLASS-SMOOTH J. FINISH: PRIME PAINT INTERIOR UNITS,GALVANIZE AND PRIME PAINT EXTERIOR UNITS; MINIMUM A60 PROTRUSIONS WHICH WOULD CAUSE THE PANEL TO BE DEFLECTED FROM THE LINE OF THE WALL. INSTALL SURFACE FILM OF EVEN LUSTER.PROVIDE SATIN FINISH FOR FINAL COAT. GALVANIZING;CLEAN,DEGREASE AND FACTORY PRIME PAINT. A. GENERAL:PROVIDE GYPSUM BOARD SYSTEMS INCLUDING METAL FRAMING ACCESSORIES,GYPSUM ALL MATERIALS PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 8. CONCRETE FLOORS:CLEAR PENETRATING SEAL;ONE COAT SYSTEM ACCEPTABLE. K. INSTALLATION:COMPLY WITH MANUFACTURER RECOMMENDATIONS&SDI OR NAAMM STANDARDS. BOARD,JOINT TREATMENT,ACOUSTICAL INSULATION,ACOUSTICAL SEALANT,AND ACCESSORIES AS B. JOiNT REINFORCEMENT:DUROCK TYPE"P"TAPE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 9. FLOOR STRIPES:TRAFFIC BEARING,NON-SLIP STRIPE PAINT;ONE COAT SYSTEM ACCEPTABLE. finn daniels 1. INSTALL FIRE RATED UNITS IN CONFORMANCE WITH FIRE LABEL REQUIREMENTS AND NFPA 80. REQUIRED FOR COMPLETE INSTALLATION. FOR TYPE OF INSTALLATION. 10.SHEENS: COMPLY WITH ASTM D523, REFLECTANCE OF PAINT.2. INSTALL DOORS& FRAMES PLUMB&SQUARE, &WITH MAXIMUM DIAGONAL DISTORTION OF 1/16". 1. PROVIDE ALL GYPSUM DRYWALL MATERIALS THROUGHOUT THE WORK PRODUCED BY ONE C. FASTENERS:SCREWS AND WASHERS PER MANUFACTURERS RECOMMENDATIONS. P. CLEAN-UP:DURING PROGRESS OF WORK,REMOVE DISCARDED PAINT MATERIALS,RUBBISH,CANS AND MANUFACTURER. PROVIDE METAL STUDS AND FRAMING MEMBERS OF TYPES,GAUGES,SIZES AND D. METAL STUDS MUST BE 20 GA.OR HEAVIER @ NO MORE THAN 16"0/C. USE 1 1/4"S-12 FLAT WASHER RAGS FROM SITE AT END OF EACH WORK DAY. ARCHITECTS CORROSIVE RESISTIVE TREATMENTS AS SHOWN. HEAD SCREWS WITH COUNTERSINKING RIBS AND CLIMASEAL FINISH.ALL SCREWS SHALL BE PLACED A 1. CLEAN GLASS AND PAINT-SPATTERED SURFACES IMMEDIATELY BY PROPER METHODS OF WASHING AND 2145 Ford Parkway,Suite 301 SECTION 08310-ACCESS DOORS AND PANELS B. STANDARDS: COMPLY WITH ASTM C754,ASTM C840,AND REQUIREMENTS FOR FIRE RATINGS. MAX.OF 8"APART. SCRAPING,USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. 1. DEFLECTIONS: MAXIMUM L/240 TYP.,L/360 AT LOCATIONS INDICATED TO RECEIVE TILE. Q. PROTECTION: PROTECT WORK OF OTHER TRADES,WHETHER TO BE PAINTED OR NOT;CORRECT DAMAGE Saint Paul, Minnesota 55116 A. GENERAL: PROVIDE ACCESS DOORS AS REQUIRED FOR ACCESS TO VALVES AND CONTROLS LOCATED C. FIRE-RATED ASSEMBLIES: LISTED BY UNDERWRITER'S LABORATORY,GYPSUM ASSOCIATION (GA) FILE NO'S BY CLEANING, REPAIRING OR REPLACING,AND REPAINTING,AS ACCEPTABLE TO ARCHITECT. 651.690.5525 BEHIND FINISHED WALLS AND CEILINGS NOT OTHERWISE ACCESSIBLE,WITH ACCESSORIES FOR COMPLETE IN GA-600 FIRE RESISTANCE DESIGN MANUAL,OR OTHER LISTING APPROVED BY APPLICABLE SECTION 09510-ACOUSTICAL CEILING 1. PROVIDE"WET PAINT"SIGNS TO PROTECT NEWLY-PAINTED FINISHES. www.finn-daniels.com INSTALLATION. AUTHORITIES. 2. REMOVE TEMPORARY PROTECTIVE WRAPPINGS PROVIDED BY OTHERS FOR PROTECTION OF THEIR 1. COORDINATE WITH VARIOUS TRADES FOR CONTROLS AND VALVES WHICH MAY BE CONCEALED. D. SYSTEMS RESPONSIBILITY: PROVIDE PRODUCTS MANUFACTURED BY OR RECOMMENDED BY A. GENERAL:PROVIDE ACOUSTICAL CEILINGS INCLUDING SUSPENSION SYSTEM,TRIM,AND ACCESSORIES AS WORK,AFTER COMPLETION OF PAINTING OPERATIONS. 2. G.C.SHALL PROVIDE AND INSTALL ACCESS PANELS AS REQUIRED BY LANDLORD,APPLICABLE MANUFACTURER OF GYPSUM BOARD TO MAINTAIN SINGLE-SOURCE RESPONSIBILITY FOR SYSTEM. REQUIRED FOR COMPLETE FINISHED INSTALLATION. R. REPAIR:AT COMPLETION OF WORK OF OTHER TRADES,TOUCH-UP AND RESTORE DAMAGED SURFACES OR REGULATORY REQUIREMENTS,AND SITE CONDITIONS(COORDINATE SIZE REQUIREMENTS, NUMBER OF E. SUBMITTALS: FURNISH PRODUCT DATA. B. STANDARDS:CONFORM TO ASTM C635 FOR METAL SUSPENSION SYSTEM AND ASTM C636 FOR DEFACED PAINTED SURFACES. CONSULTANTS: PANELS REQUIRED AND LOCATIONS WITH LANDLORD AND ALL MECHANICAL/ELECTRICAL/PLUMBING F. MANUFACTURERS:USG,GEORGIA PACIFIC,OR NATIONAL GYPSUM.(GYPSUM BD.TO BE SULFUR FREE) INSTALLATION OF ACOUSTICAL CEILINGS. TRADES). G. METAL FRAMING:CONFORM TO ASTM C754;COMPLETE 16 GAGE AND LIGHTER STEEL FRAMING AND C. PERFORMANCE REQUIREMENTS:PROVIDE PRODUCTS LISTED BY UNDERWRITERS LABORATORIES(UI). 3. ACCESS PANELS SHALL BE FLUSH TYPE(NO EXPOSED FLANGES)STYLE"DW"AS MANUFACTURED BY: SUSPENSION SYSTEM FOR GYPSUM BOARD SYSTEMS;PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE 1. FLAME SPREAD/SMOKE DENSITY:PROVIDE PRODUCTS MEETING CODE REQUIREMENTS FOR MAXIMUM DIVISION TEN: SPECIALTIES MILCOR(SIZE AS REQUIRED). INSTALLATION. 25 FLAME SPREAD AND MAXIMUM 25 SMOKE DENSITY. 4. PANELS TO BE FACTORY PRIMED(WHITE)READY TO RECEIVE FINAL FINISH (PAINT)BY G.C. 1. ROLL FORMED CHANNEL STUDS AND RUNNERS:ASTM C-645, FABRICATED OF GALVANIZED STEEL PER D. SEISMIC REQUIREMENTS:COMPLY WITH STATE AND LOCAL CODE REQUIREMENTS FOR SEISMIC BRACING SECTION 10430-ILLUMINATED SiGNS B. SUBMITTALS:FURNISH PRODUCT DATA FOR EACH TYPE OF ACCESS DOOR AND PANEL. ASTM WITH FLANGES NOT LESS THAN 1 1/4"OF THE SIZES AND GAUGES SHOWN. OF CEILING SUSPENSION SYSTEM,AND WITH ASTM E580. C. MANUFACTURERS: MILCOR,J.L INDUSTRIES,OR KARP. 2. MANUFACTURED SUSPENSION SYSTEM SUCH AS CHICAGO METALLIC/DRYWALL SYSTEM IS ACCEPTABLE. E. SUBMITTALS:SUBMIT PRODUCT DATA,SHOP DRAWINGS INDICATING LAYOUT,AND SAMPLES OF GRID, A. SUPPLIED AND INSTALLED BY TENANT'S SIGN CONTRACTOR.G.C.SHALL COORDINATE INSTALLATION TO D. TYPE:FLUSH TYPE AT NON FIRE RATED CONSTRUCTION,STANDARD UL APPROVED FRAMED TYPE AT FIRE 3. METAL FURRING CHANNELS: HAT SHAPED,7/8"HIGH,25 GAUGE GALVANIZED.BACKER PLATES:20 TRIM,AND CEILING UNITS. ASSURE PROPER COMPLIANCE WITH CONSTRUCTION DOCUMENTS,AND LANDLORD CRITERIA. RATED CONSTRUCTION; KEY OPERATED. GAUGE GALVANIZED. F. INSTALLER:FIRM WITH MiNIMUM THREE YEAR'S SUCCESSFUL EXPERIENCE IN PROJECTS OF SIMILAR TYPE 1. FRAMES:FABRICATE FROM MINIMUM 16 GAGE. 4. ALL FRAMING SHALL BE MANUFACTURED BY CLARKDIETRICH OR EQUAL AND SHALL MEET ASTM AND SCOPE;ACCEPTABLE TO MANUFACTURER OF ACOUSTICAL UNITS. SECTION 10440-INTERIOR SIGNAGE 2. DOORS: FLUSH PANEL TYPE, FABRICATE FROM MINIMUM 14 GAGE STEEL. STANDARDS. PROVIDE ICC-ES EVALUATION REPORT AS REQUESTED FOR ALL MATERIALS USED. G. PROJECT CONDITIONS:DO NOT INSTALL CEILINGS UNTIL BUILDING IS ENCLOSED,SUFFICIENT HEAT IS 3. HINGE: PROVIDE CONTINUOUS PIANO TYPE HINGE. 5. G.C.SHALL PROVIDE ARCHITECT FIELD PHOTOS OF STUD BOX BEAM IN SOFFIT PRIOR TO GYPSUM BOARD PROVIDED, DUST GENERATING ACTIVITIES HAVE TERMINATED AND OVERHEAD MECHANICAL WORK IS A. SUPPLIED AND BY SIGN CONTRACTOR. TO DRAWINGS FOR TYPE AND 4. FINISH:FINISH WITH MANUFACTURER'S FACTORY-APPLIED ENAMEL PRiME COAT APPLIED OVER INSTALLATION.PHOTOS SHALL INCLUDE THE FOLLOWING BOX BEAM INSTALLATION(CONNECTIONS AT COMPLETED,TESTED AND APPROVED;ALLOW WET WORK TO DRY PRIOR TO INSTALLATION. LOCATION.UPPLED AND LIINSTALLEDT BOXLE FURNISHEDTENANT'S Y TENANT,INSTALLED REFERY G.C.MISC.NON DESIGN SPECIFIC PHOSPHATE COATING ON STEEL. EACH POINT)AND FRAMING CONNECTION TO STRUCTURE ABOVE.G.C.SHALL PROVIDE A MINIMUM OF H. ACOUSTICAL UNITS:TYPES AND MANUFACTURERS AS INDICATED ON DRAWINGS. E. INSTALLATION:COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE REQUIREMENTS 20 PHOTOS INCLUDING OVERALLS AND CLOSE UP DETAIL IMAGES. I. SUSPENSION SYSTEM:AS INDICATED ON DRAWINGS. INTERIOR SIGNS BY G.C. FOR FIRE RATINGS. H. HANGER WIRE. J. PREPARATION: MEASURE CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL UNITS TO BALANCE 1. SET FRAMES ACCURATELY IN POSITION AND SECURELY ATTACH TO SUPPORTS WITH FACE PANELS PLUMB 1. GALVANIZED,SOFT TEMPER STEEL WIRE,SIZED IN ACCORDANCE WITH ASTM C-754. BORDER WIDTHS AT OPPOSITE EDGES OF EACH CEILING;DO NOT USE LESS THAN HALF WIDTH UNITS AT SECTION 106$0-COMPACT MOBILE STORAGE UNITS/STATIONARY STORAGE UNITS OR LEVEL IN RELATION TO ADJACENT FINISH SURFACES. 2. HANGER ANCHORAGE:PROVIDE CONCRETE INSERTS,CLIPS, BOLTS,SCREWS AND OTHER DEVICES BORDERS. 2. ADJUST HARDWARE AND DOORS AFTER INSTALLATION FOR PROPER OPERATION. APPLICABLE TO THE INDICATED METHOD OF STRUCTURAL ANCHORAGE FOR CEILING HANGERS. 1. COORDINATE WITH OTHER WORK SUPPORTED BY OR PENETRATING THROUGH CEILINGS, INCLUDING 3. REMOVE AND REPLACE DOORS OR FRAMES WHICH ARE WARPED, BOWED OR OTHERWISE DAMAGED. 3. FURRING ANCHORAGE: 16 GAUGE GALVANIZED WIRE TIES,MANUFACTURER'S STANDARD WIRE-TYPE LIGHT FIXTURES, HVAC EQUIPMENT AND PARTITION SYSTEMS. A. GENERAL:WHERE SPECIFIED,INSTALL MOVABLE COMPACT STORAGE/STATIONARY STORAGE SYSTEMS; CLIPS, BOLTS, NAILS OR SCREWS, IN ACCORDANCE WITH ASTM C-754. K. INSTALLATION:COMPLY WITH MANUFACTURER RECOMMENDATIONS,ASTM C636,AND APPLICABLE PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. REFER TO DRAWINGS& I. GYPSUM BOARD:CONFORM TO C840;UL LISTED FIRE RESISTANT GYPSUM BOARD. REQUIREMENTS FOR FIRE RATINGS. RESPONSIBILITY SCHEDULE. SECTION 08410-ALUMINUM FRAMED STOREFRONTS 1. STANDARD:ASTM C36,5/8"THICK. 1. FINISHED CEILINGS:TRUE TO LINES AND LEVELS AND FREE FROM WARPED,SOILED OR DAMAGED GRID B. EXAMINATION:EXAMINE SUBSTRATES AND CONDITIONS UNDER WHICH COMPACTED STORAGE SYSTEM IS 2. CORE BOARD:ASTM C442, 1"THICK. OR ACOUSTICAL UNITS. TO BE INSTALLED.DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN A. GENERAL:PROVIDE EXTRUDED ALUMINUM ENTRANCE SYSTEM WITH DOORS, FRAMES,HARDWARE,ANDA2. INSTALL CEILING SYSTEMS IN A MANNER CAPABLE OF SUPPORTING SUPERIMPOSED LOADS,WITH CORRECTED. ACCESSORIES AS REQUIRED FOR COMPLETE WEATHERTIGHT INSTALLATION. 3. WHERE INDICATED FIHERO FOLLOWINGK AQUA-TOUGH EMENGYPSUS BOARD CLASSPAA RATING,R APPROVED C1278,ASTM C79, MAXIMUM PERMISSIBLE DEFLECTION OF 1/8" IN 10'-0". C. INSTALLATION:COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. B. STANDARDS:COMPLY WITH ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOCIATION(AAMA) EQUAL MUST MEET THEMSPR 5,E84,REQUIREMENTS:DEV FIRE NDBE ASTMMOLD RESISTANT.C79, 3. ENSURE SUSPENSION SYSTEM IS LOCATED TO ACCOMMODATE FITTINGS AND UNiTS OF EQUIPMENT 1. INSTALL UNITS AND ACCESSORIES AT LOCATIONS SHOWN IN ACCORDANCE WITH MANUFACTURER'S ASTM 03273-10,E84 FLAME SPREAD 5,E84,SMOKE 0,AND MOISTURE AND MOLD "ALUMINUM STORE FRONT AND ENTRANCE MANUAL." PROVIDE FOR WET WALLS IN TOILETS. USE"DUROCK" BEHIND ALL CERAMIC TILE AND MARBLE ON WHICH IS TO BE PLACED AFTER INSTALLATION OF CEILING GRID. RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS,LEVEL,PLUMB,SECURE AND AT PROPER C. CODES AND REGULATIONS:COMPLY WITH APPLICABLE CODES AND REGULATIONS. WALLS. 4. WHERE DUCTS OR OTHER EQUIPMENT PREVENT REGULAR SPACING OF HANGERS,REINFORCE NEAREST HEIGHT. SEAL/SIGNATURE D. SUBMITTALS: FURNISH MANUFACTURER'S LITERATURE,SHOP DRAWINGS,AND SAMPLES. 4. WING WALL ATTACHMENT. ADJACENT HANGERS&RELATED CARRYING CHANNELS AS REQUIRED TO SPAN DISTANCE. 2. INSTALLATION TO BE SUPERVISED BY FACTORY TRAINED PERSONNEL;MANUFACTURER REPRESENTATIVE E. STRUCTURAL CERTIFICATES:PROVIDE CERTIFICATION BY STATE REGISTERED ENGINEER INDICATING a. ATTACHMENT OF ABUTTING WALL TO EXISTING DRYWALL/METAL STUD PARTITION AT A STUD IN 5. INSTALL EDGE MOLDINGS AT INTERSECTION OF CEILING AND VERTICAL SURFACES, USING MAXIMUM TO MAKE PERIODIC SITE INSPECTIONS OF INSTALLATION WHILE IN PROGRESS. SYSTEM COMPLIES WITH CONTRACT DOCUMENTS AND APPLICABLE CODES. LENGTHS,STRAIGHT,TRUE TO LINE AND LEVEL;MITER CORNERS. D. CLEANING:CLEAN UNITS AND REPAIR OR REPLACE DAMAGED UNITS AS DIRECTED BY ARCHITECT. THE EXISTING WALL:ATTACH A STUD AGAINST THE EXISTING WALL WITH SCREWS AT THE BOTTOM TOUCH-UP MARRED FINISHES OR REPLACE COMPONENT PARTS AS NECESSARY TO ELIMINATE EVIDENCE F. SPECIAL PROJECT WARRANTY: PROVIDE FOR CORRECTING FAILURES INCLUDING WIND DAMAGE AND 6. FIT ACOUSTIC UNITS IN PLACE, FREE FROM DAMAGED EDGES OR DEFECTS DETRIMENTAL TO AND TOP TRACK OF THE EXISTING WALL,AND AT MAXIMUM 4'-0"O.C.-FRAME ABUTTING WALL � '4 j WATER PENETRATION TO INTERIOR SURFACES, EXCESSIVE DEFLECTIONS,AND DETERIORATION OF AND INSTALL GYPSUM BOARD-TAPE AND BED THE INSIDE CORNERS AT THE INTERSECTION WITH APPEARANCE AND FUNCTION.LAY DIRECTIONALLY PATTERNED UNITS ONE WAY WITH PATTERN AS OF DAMAGE OR DETERIORATION. ,,��11 FINISHES,WEATHERSTRIPPING AND ACCESSORIES.SPECIAL WARRANTY PERIOD TWO YEARS. DIRECTED. FIT BORDER UNITS NEATLY AGAINST ABUTTING SURFACES. E. PROTECTION: PROVIDE PROTECTION FOR INSTALLED SYSTEM TO ENSURE PERFECT OPERATING CONDITION Gj ref THE EXISTING WALL. G. MANUFACTURER:AS INDICATED ON DRAWINGS.. 7. INSTALL UNITS LEVEL,IN UNIFORM PLANE AND FREE FROM TWIST,WARP AND DENTS. WITHOUT DAMAGE AT COMPLETION OF PROJECT. C� REBECCA L. b. ATTACHMENT OF ABUTTING WALL TO EXISTING DRYWALL/METAL STUD PARTITION BETWEEN H. STOREFRONT: EXTRUDED ALUMINUM ENTRANCE SYSTEM AS INDICATED ON DRAWINGS. EXISTING STUDS:ATTACH A STUD AGAINST THE EXISTING WALL WITH SCREWS AT THE BOTTOM AND +- 8. INSTALL HOLD-DOWN CLIPS WHERE REQUIRED BY APPLICABLE CODES AND WHERE CEILING IS WITHIN OLSON n ' 1. ALUMINUM TYPE:AS RECOMMENDED BY MANUFACTURER FOR APPLICATION INDICATED,BUT NOT LESS TOP TRACK,AND ATTACH TO EXISTING GYPSUM BOARD WITH MINIMUM 3/16"METAL TOGGLE 20'-0"OF AN EXTERIOR DOOR. SECTION 10810-TOILET ACCESSORIES •• • THAN EXTRUDED ALUMINUM,ASTM B221,6061 OR 6063 ALLOY AND T5 OR T6 TEMPER. L. ADJUSTMENT:ADJUST SAGS OR TWISTS WHICH DEVELOP IN CEILING SYSTEM AND REPLACE ANY PART SAINT •PAUL,MN 2. FINISH:PROVIDE FACTORY FORMULATED POLYESTER TGIC POWDER COATING MATERIALS INTENDED FOR ANCHORS AT MAXIMUM 4'-O"O.C.-FRAME ABUTTING WALL AND INSTALL GYPSUM BOARD-TAPE WHICH IS DAMAGED OR FAULTY. License#6696 ' AND BED THE INSIDE CORNERS AT THE INTERSECTION WITH THE EXISTING WALL.IF ABUTTING WALL A. GENERAL: PROVIDE TOILET ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. POWDER COATING APPLICATION CUSTOM COLOR AS DIRECTED BY ARCHITECT. '9 I. GLAZING:ASTM C1048, KIND FT, FULLY TEMPERED SELECT GLAZING QUALITY CLEAR FLOAT GLASS; HEIGHT DOES NOT EXTEND TO TOP OF EXISTING WALL,PROVIDE TOGGLE ANCHOR WITHIN 6"OF B. CODES AND REGULATIONS:COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING ACCESS NOMINAL 1/4"SAFETY GLASS UNLESS OTHERWISE INDICATED. TOP. SECTION 09650-RESILIENT TILE FLOORING FOR PERSONS WITH DISABILITIES. �F a� 01, '. c. ATTACHMENT OF METAL STUD PARTITION TOP TRACK TO THE BOTTOM OF METAL BAR JOISTS: C. SUBMITTALS:SUBMIT PRODUCT DATA. 1. APPLIED GLAZING FILM:APPLY OWNER FURNISHED 3M FILM ON ALUMINUM FRAMED STOREFRONT INSTALL DEFLECTION TRACK TIGHT AGAINST THE BOTTOM CHORD OF THE JOISTS BY BOLTING D. MANUFACTURERS:BOBRICK, BRADLEY,OR AMERICAN SPECIALTIES. kle)it GLASS WHERE INDICATED ON DRAWINGS. A. GENERAL: PROVIDE RESILIENT TILE FLOORING SYSTEM AND RESILIENT BASE,WITH ACCESSORIES AS BETWEEN THE JOIST CHORDS THROUGH A SHORT SECTION OF TRACK ON TOP OF THE CHORDS USING E. TYPES:STAINLESS STEEL ACCESSORIES AS INDICATED ON DRAWINGS;PROVIDE GRAB BARS WITH J. GLAZING ACCESSORIES:OF TYPE RECOMMENDED BY MANUFACTURER TO SUIT SECURITY LOCATIONS AND (2)3/16" BOLTS WITH WASHERS-DO NOT WELD,SCREW OR BOLT DIRECTLY TO THE JOIST CHORDS. REQUIRED FOR COMPLETE FINISHED INSTALLATION. CONCEALED MOUNTING,SIZES AND SHAPES AS INDICATED AND AS REQUIRED BY APPLICABLE CODES AND APPLICATIONS FOR DRY GLAZING INSTALLATION. IF JOIST SPACING EXCEEDS 4'-0",ATTACH A STUD TO THE TOP OF THE TRACK BETWEEN JOISTS W/ B. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES OF EACH TYPE OF FLOORING AND BASE COLOR AND REGULATIONS. K. MISCELLANEOUS MATERIALS: PATTERN SELECTED. 1. STEEL REINFORCEMENT AND BRACKETS: MANUFACTURER'S STANDARD WITH MINIMUM 2 OZ. HOT-DIP SCREWS STAGGERED AT 12". C. PROJECT CONDITIONS:ENSURE FLOOR SURFACES ARE SMOOTH AND FLAT WITH MAXIMUM VARIATION OF F. MATERIALS:STAINLESS STEEL,ASTM A666,COMMERCIAL GRADE,TYPE 302/304,NUMBER 4 SATIN FINISH, ZINC COATING,ASTM A123,APPLIED AFTER FABRICATION. J. GYPSUM BOARD ACCESSORIES:COMPLY WITH ASTM C840. 1/8" IN 10'-0";ENSURE CONCRETE FLOORS ARE DRY AND EXHIBIT NEGATIVE ALKALINITY,CARBONIZING SATIN CHROME ACCEPTABLE WHERE STAINLESS STEEL IS NOT AVAILABLE FOR ACCESSORY ITEM 1. PROVIDE PROTECTIVE COATED STEEL CORNER BEADS AND EDGE TRIM;TYPE DESIGNED TO BE SCHEDULED;GAGES AS STANDARD WITH MANUFACTURER OF SPECIFIED ITEMS. 2. BITUMINOUS PAINT:COLD-APPLIED MASTIC,SSPC PAINT 12,COMPOUNDED FOR 30 MiL THICKNESS PER CONCEALED IN FINISHED CONSTRUCTION BY TAPE AND JOINT COMPOUND. AND DUSTING. COAT. D. RESILIENT TILE: 12"X 12" BY 1/8"THICK;VINYL COMPOSITION TILE CONFORMING TO ASTM F1066, 1. FASTENERS,SCREWS,AND BOLTS: HOT DIP GALVANIZED;AS RECOMMENDED BY ACCESSORY 2. CORNER BEADS:MANUFACTURER'S STANDARD METAL BEADS. MANUFACTURER FOR COMPONENT AND SUBSTRATE. 3. FLASHING: PROVIDE SUB-SILL FLASHING MEMBERS; MINIMUM 22 GAGE SHEET ALUMINUM OF SIZES COMPOSITION 1; INDICATED,AS SELECTED BY ARCHITECT FROM 3. REINFORCING TAPE,JOINT COMPOUND,ADHESIVE,WATER, FASTENERS:TYPES RECOMMENDED BY COLOR AND PATTERN AS 2. CONCEALED SURFACES:PRETREAT AND CLEAN,SPRAY APPLY ONE COAT PRIMER AND BAKED ENAMEL AND SHAPES INDICATED AND AS REQUIRED TO DRAIN WATER TO EXTERIOR; MATCH ADJACENT SYSTEM MANUFACTURER AND CONFORMING WITH ASTM C475. MANUFACTURER'S FULL RANGE OF COLORS AND PATTERNS WHERE NOT OTHERWISE INDICATED. FINISH. ALUMINUM MEMBER FINISH. 1. MANUFACTURERS:ARMSTRONG WORLD INDUSTRIES,INC.;AZROCK INDUSTRIES,INC. 4. ANCHORING DEVICES:CORROSION RESISTANT TYPE CAPABLE OF SUPPORTING ENTRANCE SYSTEM AND K. FIRE RATED CONSTRUCTION:COMPLY WiTH UNDERWRITER'S LABORATORIES CERTIFIED FIRE TESTS AND 2. FLAMMABILITY: PROVIDE MATERIALS TESTED UNDER ASTM E648, FLOORING RADIANT PANEL TEST,WITH G. FABRICATION:WELD AND GRIND SMOOTH JOINTS OF FABRICATED COMPONENTS;FORM EXPOSED APPLICABLE CODE REQUIREMENTS. SURFACES FROM ONE SHEET OF STOCK, FREE OF JOINTS. SUPERIMPOSED DESIGN LOADS; DESIGN TO ALLOW ADJUSTMENTS OF SYSTEM PRIOR TO BEING RESULTS OF 0.45 WATTS/CM2 OR HIGHER. 1. SHAFT WALL SYSTEM:PROVIDE AT SHAFTS AND WHERE INDICATED. 1. FABRICATE UNITS WITH TIGHT SEAMS AND JOINTS,EXPOSED EDGES ROLLED;HANG DOORS AND ACCESS PERMANENTLY FASTENED IN PLACE. L. ACOUSTICAL ACCESSORIES: PROVIDE ASTM C665,TYPE I ACOUSTICAL INSULATION AND ASTM C919 3. SLIP RESISTANCE: PROVIDE MATERIALS TESTED UNDER ASTM D2047,JAMES SLIP TEST WITH MINIMUM PANELS WITH CONTINUOUS PIANO HINGES; PROVIDE CONCEALED ANCHORAGE WHERE POSSIBLE. L. FABRICATION:FABRICATE ALUMINUM ENTRANCE AND STOREFRONT SYSTEM TO ALLOW FOR CLEARANCES 0.6 RATING FOR FLOORS. PAINTABLE ACOUSTICAL SEALANTS WHERE ACOUSTICAL SYSTEMS ARE INDICATED. 2. PROVIDE STEEL ANCHOR PLATES AND ANCHOR COMPONENTS FOR INSTALLATION. AND SHIM SPACING AROUND PERIMETER OF ASSEMBLIES TO ENABLE INSTALLATION;PROVIDE FOR E. RESILIENT BASE: FS SS-W-40,1/8"GAGE COVED BASE AT HARD FLOOR SURFACES,STRAIGHT(TOP SET); M. INSTALLATION:COMPLY WITH MANUFACTURER RECOMMENDATIONS, REFERENCED STANDARDS,AND 3. FORM SURFACES FLAT WiTHOUT DISTORTION;MAINTAIN FLAT SURFACES WITHOUT SCRATCHES AND STORE#: THERMAL MOVEMENT. PROVIDE PREMOLDED END STOPS AND EXTERNAL CORNERS. 1. ACCURATELY FIT TOGETHER JOINTS AND CORNERS;MATCH COMPONENTS ENSURING CONTINUITY OF APPLICABLE REQUIREMENTS FOR FIRE RATINGS AND ACOUSTICAL RATINGS. 1. MANUFACTURERS:BURKE OR ROPPE,MOLDED RUBBER BASE. WITHOUT DENTS; FINISH EXPOSED EDGES EASED, FREE OF SHARP EDGES WHERE POTENTIAL EXISTS FOR 040 1. SPECIAL METAL STUD&GYPSUM DOOR: PROVIDE SPECIAL CONFIGURATION AS INDICATED ON DWGS. PHYSICAL CONTACT. LINE AND DESIGN; ENSURE JOINTS AND CONNECTIONS ARE FLUSH,HAIRLINE AND WEATHERPROOF. 2. HEIGHT:4"UNLESS OTHERWISE INDICATED. N. METAL FRAMING ERECTION: ERECT METAL FRAMING IN ACCORDANCE WITH ASTM C754 AND 4. HOT DIP GALVANIZE FERROUS METAL ANCHORS AND FASTENING DEVICES. 2. SEPARATE DISSIMILAR MATERIALS WITH BITUMINOUS PAINT OR PREFORMED SEPARATORS WHICH WILL 3. COLOR:SEE FINISH SCHEDULE. MANUFACTURER'S RECOMMENDATIONS. 5. SHOP ASSEMBLE COMPONENTS;PACKAGE COMPLETE WITH ANCHORS AND FITTINGS. PREVENT CORROSION. F. EDGE STRIPS AND ACCESSORIES:RUBBER OR VINYL EDGE STRIPS MATCHING RESILIENT FLOORING; 1. INSTALL MEMBERS TRUE TO LINES AND LEVELS TO PROVIDE SURFACE FLATNESS WITH MAXIMUM H. INSTALLATION:COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE CODES AND PROJECT: M. INSTALLATION: INSTALL ALUMINUM FRAMED STOREFRONT ASSEMBLIES,INCLUDING ENTRANCES, IN VARIATION OF 1/8" IN 10'-0" IN ANY DIRECTION. LATEX-MODIFIED PORTLAND CEMENT BASED UNDERLAYMENT AND PATCHING COMPOUND; NONTOXIC REGULATIONS. ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND TO MEET DESIGN REQUIREMENTS 2. DOOR OPENING FRAMING: INSTALL DOUBLE STUDS AT DOOR FRAME JAMBS;INSTALL RUNNERS ON EACH WATER RESISTANT TYPE ADHESIVES. INDICATED,FOR WEATHERTIGHT INSTALLATION. G. SUBFLOOR FILLER:WHITE PREMIXED LATEX-CEMENT PASTE DESIGNED FOR PROVIDING THIN SOLID SIDE OF OPENING AT FRAME HEAD HEIGHT BETWEEN JAMB STUDS AND ADJACENT STUDS. MORPHE 1. ENSURE ASSEMBLIES ARE PLUMB,LEVEL AND FREE OF WARP OR TWIST;MAINTAIN DIMENSIONAL SURFACE FOR LEVELING AND MINOR RAMPING OF SUBSURFACE TO ADJACENT FLOOR FINISHES; MATERIAL TOLERANCES AND ALIGNMENT WITH ADJACENT WORK. 3. INSTALL METAL FRAMING BACKING WHERE REQUIRED FOR SUPPORT OF FIXTURES,CABINETS, CAPABLE OF BEING APPLIED AND FEATHERED OUT TO ADJACENT FLOOR WITHOUT SPELLING. DIVISION ELEVEN: EQUIPMENT 2. USE SUFFICIENT ANCHORAGE DEVICES TO SECURELY AND RIGIDLY FASTEN ASSEMBLIES TO BUILDING. ACCESSORIES AND HARDWARE. H. PRIMERS AND ADHESIVES:WATERPROOF NONTOXIC TYPES AS RECOMMENDED BY FLOORING 3. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, USING PROPER 4• COORDINATE INSTALLATION OF BUCKS,ANCHORS,BLOCKING,ELECTRICAL AND MECHANICAL WORK MANUFACTURER FOR SPECIFIED MATERIAL AND APPLICATION. SECTION 11000-EQUIPMENT WASHINGTON TEMPLATES.COORDINATE INSTALLATION OF CYLINDERS WITH SECTION 08700. WHICH IS TO BE PLACED IN OR BEHIND PARTITION FRAMING;ALLOW ITEMS TO BE INSTALLED AFTER I. SEALER AND WAX:TYPE RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIAL TYPE AND 4. INSTALL SILL MEMBERS AND THRESHOLDS IN BED OF COMPOUND,JOINT FILLERS OR GASKETS TO FRAMING IS COMPLETE. LOCATION. A. GENERAL. SQUARE PROVIDE WEATHERTIGHT CONSTRUCTION. 0. CEILING FRAMING INSTALLATION: ERECT iN ACCORDANCE WITH ASTM C754 AND MANUFACTURERS J. PREPARATION:CONFORM WITH MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION AND WITH 1. CONTRACTOR SHALL COORDINATE ALL EQUIPMENT WORK AND PLACEMENT WITH THE WORK OF ALL 5. GLASS INSTALLATION:COMPLY WITH GANA GLAZING MANUAL AND GLAZING MANUFACTURER RECOMMENDATIONS.REINFORCE OPENINGS IN CEILING SUSPENSION SYSTEM. ASTM F710;REMOVE SUBFLOOR RIDGES AND BUMPS;FILL LOW SPOTS,CRACKS,JOINTS,HOLES AND OTHER TRADES AND MAKE ADJUSTMENTS AS REQUIRED TO ACCOMMODATE LOCATIONS OF SPACE #B07 1. LATERALLY BRACE ENTIRE SUSPENSION SYSTEM. EQUIPMENT. 9577 SW WASHINGTON SQUARE RD INSTRUCTIONS. DO NOT ALLOW GLASS TO TOUCH METAL SURFACES. DEFECTS WITH SUBFLOOR FILLER. P. GYPSUM BOARD INSTALLATION: INSTALL IN ACCORDANCE WITH ASTM C840 AND MANUFACTURER'S K. FLOORING INSTALLATION:CONFORM WITH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION 2. ALL EQUIPMENT WORK SHALL COMPLY WITH ALL GOVERNING BUILDING CODES AND LOCAL CODES. RECOMMENDATIONS.USE SCREWS WHEN FASTENING GYPSUM BOARD TO FURRING&TO FRAMING. INSTRUCTIONS;SET FLOORING IN PLACE, PRESS WITH HEAVY ROLLER TO ENSURE FULL ADHESION;SCRIBE 1. FOR FIRE RATED SYSTEMS COMPLY WITH REQUIREMENTS FOR FIRE RATINGS. 3. EQUIPMENT SHALL BE FURNISHED,UNLOADED,UNPACKED OR UNMATED AND PLACED ACCORDING TO TIGARD, OR 97223 SECTION 08700-HARDWARE FLOORING TO WALLS,COLUMNS,AND OTHER APPURTENANCES TO PRODUCE TIGHT JOINTS. THE CONSTRUCTION DOCUMENTS. 2. PLACE CORNER BEADS AT EXTERNAL CORNERS;USE LONGEST PRACTICAL LENGTHS.PROVIDE METALB. PREPARATION/EXECUTION. CORNER BEAD AT EXTERNAL CORNERS WITH SMOOTH RIGID NOSE AND PERFORATED KNURLED 1. INSTALL MINIMUM 1/2 TILE AT ROOM AND AREA PERIMETER;TERMINATE RESILIENT FLOORING AT 1. ALL EQUIPMENT SUPPLIED BY OWNER AND INSTALLED BY GC IS TO BE INCLUDED IN GENERAL BID. PART 1-GENERAL CENTERLINE OF DOOR OPENINGS WHERE ADJACENT FLOOR FINISH IS DISSIMILAR; INSTALL EDGE STRIPS A. FURNISH AND INSTALL FINISH HARDWARE FOR INTERIOR AND EXTERIOR DOORS AND ENTRY GATES. FLANGES.CONCEAL FLANGES WITH AT LEAST 2 COATS OF JOINT COMPOUND FEATHERED OUT AT UNPROTECTED AND EXPOSED EDGES WHERE FLOORING TERMINATES. 2. G.C.SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY DAMAGE TO THE EQUIPMENT PRIOR TO B. SEE DOOR SCHEDULE FOR SPECIFIC ITEMS, MANUFACTURERS AND MODEL NUMBERS.TEMPLATES SHALL APPROXIMATELY 9"ON BOTH SIDES OF THE EXPOSED METAL. INSTALLATION. L. BASE INSTALLATION:COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION 3. PLACE EDGE TRIM WHERE GYPSUM BOARD ABUTS DISSIMILAR MATERIALS. 3. G.C.SHALL BE RESPONSIBLE FOR FINAL HOOKUP OF ALL EQUIPMENT SUCH AS ALL MECHANICAL WORK, BE FURNISHED FOR USE IN FIELD. INSTRUCTIONS;APPLY TO WALLS,COLUMNS,PILASTERS,CASEWORK,AND OTHER PERMANENT FIXTURES 4. TAPE, FILL,AND SAND EXPOSED JOINTS,EDGES,CORNERS AND OPENINGS TO PRODUCE SURFACE READYPLUMBING,AND ELECTRICAL FOR THE EQUIPMENT LIST. C. STANDARDS:COMPLY WITH BUILDERS HARDWARE MANUFACTURERS ASSOCIATION(BHMA)ANSI/BHMA IN ROOMS AND AREAS WHERE BASE IS REQUIRED. 156 SERIES STANDARDS. TO RECEIVE FINISHES; FEATHER COATS ONTO ADJOINING SURFACES.TAPE AND JOINT MATERIAL SHALL 1. MITER INTERNAL CORNERS; USE PREMOLDED SECTIONS FOR EXTERNAL CORNERS AND EXPOSED ENDS; 4. ALL EQUIPMENT MANUALS,INSTRUCTION BOOKLETS AND WARRANTY INFORMATION SHALL BE NEATLY M0040 BE APPLIED TO THE JOINTS.THE JOINT COMPOUND SHALL BE SMOOTHED OUT APPROXIMATELY 4" BOUND AND TURNED OVER TO THE OWNER BEFORE FINAL APPROVAL OF THE BUILDING. A/E PROJECT NO.: D. CODES AND REGULATIONS. SCRIBE AND FIT TO DOOR FRAMES AND OTHER OBSTRUCTIONS. 1. COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING ACCESS FOR PERSONS WITH WIDE.THIS IS TO BE IN THE NORMAL THREE-COAT PROCESS,ALLOWING 24 HOURS DRYING TIME M. EDGE STRIPS: INSTALL WHERE EDGE OF TILE WOULD OTHERWISE BE EXPOSED; BUTT TO FLOORING DRAWN BY: KDI BETWEEN COATS.ALL NAILS,SCREWS,HEADS OR DIMPLES SHALL ALSO RECEIVE A THREE-COAT FINISH DISABILITIES. WITHOUT GAPS;SET IN ADHESIVE. USING THE SAME MATERIAL AND MANNER AS THAT FOR THE JOINTS. DIVISION TWELVE: FURNISHINGS 2. FIRE RATED DOORS:COMPLY WITH REQUIREMENTS OF NFPA 80 AND APPLICABLE CODES FOR FIRE N. CLEANING:CLEAN,SEAL AND WAX FLOOR IN ACCORDANCE WITH MANUFACTURER'S CHECKED BY: KDI/DRM/RLO 5. FINISHING: COMPLY WITH GYPSUM ASSOCIATION (GA) "LEVELS OF GYPSUM BOARD FINISH"GA LEVEL 4 RATED DOOR HARDWARE;PROVIDE HARDWARE BEARING UNDERWRITERS LABORATORY(UL)LABELS. THREE COAT FINISHING AND SANDING IS REQUIRED FOR SURFACES INDICATED TO BE PAINTED;PROVIDE RECOMMENDATIONS. SECTION 12000-FURNISHINGS E. FURNISH OWNER WITH MAINTENANCE DATA, MAINTENANCE PROCEDURES, MANUFACTURERS ISSUES AND REVISIONS: FLUSH,SMOOTH JOINTS AND SURFACES READY FOR APPLIED PAINT FINISHES. WARRANTIES AND SPECIAL TOOLS. 6. REMOVE AND REPLACE DEFECTIVE WORK. A. SEE PLANS FOR SPECIFIC FURNITURE AND FURNISHING TO BE PROVIDED BY TENANT&G.C. o F. FINISHES: PER HARDWARE SCHEDULE. BHMA 626(US26D)SATIN FINISHED CHROMIUM PLATED U.N.O. Q ACOUSTICAL ACCESSORIES INSTALLATION. SECTION 09900-PAINTS AND COATINGS 100/a CHECKSET 10.15.2018 G. KEYING. 1. PLACE ACOUSTICAL INSULATION TIGHT WITHIN SPACES,AROUND CUT OPENINGS,BEHIND AND AROUND 1. G.C.TO COORDINATE KEYING AND MASTER KEYING WITH TENANT'S CONSTRUCTION MANAGER. A. GENERAL:PROVIDE PAINTING OF EXPOSED ITEMS AND SURFACES NOT PREFINISHED,AS REQUIRED FOR LL/PERMIT/BID 11.02.2018 2. G.C.TO INSTALL CONSTRUCTION CORES DURING CONSTRUCTION AND REPLACE WITH PERMANENT AT ELECTRICAL AND MECHANICAL ITEMS WITHIN PARTITIONS,AND TIGHT TO ITEMS PASSING THROUGH COMPLETE FINISHED INSTALLATION. DIVISION THIRTEEN: SPECIAL CONSTRUCTION(NOT USED) PARTITIONS. END OF JOB PRIOR TO TURN-OVER. B. SURFACES NOT TO BE PAINTED: PREFINISHED ITEMS;CONCEALED AND INACCESSIBLE AREAS, 2. PLACE ACOUSTICAL SEALANT WITHIN PARTITIONS IN ACCORDANCE WITH MANUFACTURER'S H. PROVIDE COMMERCIAL GRADE HARDWARE,COMPLYING WITH PROJECT SPECIFICATIONS,IN SETS CODE-REQUIRED LABELS. RECOMMENDATIONS; INSTALL ACOUSTICAL SEALANT AT GYPSUM BOARD PERIMETER,AT BASE LAYER DIVISION FOURTEEN: CONVEYING SYSTEMS(NOT USED) ACCORDING TO THE SCHEDULE HEREIN AND ON DOOR SCHEDULE DRAWING.REFER TO DOOR SCHEDULE. AND FACE LAYER OF GYPSUM BOARD,AND PENETRATIONS OF PARTITIONS. C. STANDARDS: PROVIDE MATERIALS APPROVED FOR USE BY APPLICABLE AIR QUALITY MANAGEMENT I. GENERAL MATERIALS:PROVIDE COMPLETE HARDWARE WITH ACCESSORIES AS REQUIRED FOR DOORSDISTRICT FOR LIMITATIONS OF VOLATILE ORGANIC COMPOUNDS FOR ARCHITECTURAL COATINGS. 3. TOLERANCE: MAXIMUM 1/4"SPACE BETWEEN GYPSUM BOARD AT FLOOR,CEILING &PENETRATIONS. AND APPLICATIONS INDICATED AND NOT PROVIDED UNDER OTHER SECTIONS. D. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES. 4. INSTALL ELECTRICAL BOX PADS WITH PADS MOLDED AND PRESSED ON BACK SIDE OF BOX,CLOSING DIVISION FIFTEEN: MECHANICAL J. HINGES:HAGER,LAWRENCE,MCKINNEY,OR STANLEY;FULL MORTISED BUTT HINGES;SIZE AND NUMBER OPENINGS, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS,FOR COMPLETE ACOUSTICAL 1. DUPLICATE PAINTED FINISHES OF APPROVED SAMPLES ON ACTUAL WALL SURFACES AND COMPONENTS AS RECOMMENDED BY MANUFACTURER; NONREMOVABLE PINS AT EXTERIOR OUTSWINGING DOORS, FOR APPROVAL PRIOR TO COMMENCING WORK. BARRIER. SECTION 15000-MECHANICAL BALL-BEARING HINGES AT FIRE RATED DOORS AND DOORS WITH CLOSERS. E. DELIVERY: DELIVER MATERIALS TO JOB SITE IN ORIGINAL,NEW AND UNOPENED PACKAGES AND K. LOCKSETS/LATCHSETS:SCHLAGE,SARGENT,YALE,OR U-CHANGE; FULL MORTISE LOCKSETS TYPICAL AT R. ADHESIVES:AS RECOMMENDED BY THE GYPSUM BOARD MANUFACTURER. CONTAINERS BEARING MANUFACTURER'S NAME AND LABEL. ACCESS PANELS(SEE SECTION 08310). A. SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS. DOORS TO PUBLIC AREAS,CYLINDRICAL LOCKSETS&LATCHSETS AT OTHER LOCATIONS;SOLID LEVER TYPE F. MANUFACTURERS:SHERWIN-WILLIAMS OR BENJAMIN MOORE. B. SPRINKLER LAYOUT:THE SPRINKLER SUBCONTRACTOR SHALL MODIFY THE EXISTING DESIGN AND PROVIDE WITH ROSE;KEYING AS DIRECTED BY OWNER; PROVIDE CYLINDERS FOR DOORS WITH LOCKS. G. MATERIAL QUALITY:PROVIDE TOP LINE QUALITY COMMERCIAL GRADE(PROFESSIONAL PAINTER)PAINTS; „ L. OVERHEAD CLOSERS: LCN/4000 SERIES OR NORTON/7500 FULLY ADJUSTABLE; MODERN TYPE WITH MATERIALS NOT BEARING MANUFACTURER'S IDENTIFICATION AS A BEST-GRADE PRODUCT SHALL NOT BE AN APPROVED CALCULATED SPRINKLER SYSTEM LAYOUT TO THE ARCHITECT THAT CONFORMS TO THE COVER. SECTION 09300-TILE ACCEPTABLE. NEW DESIGN.THE DESIGN LAYOUT PROVIDED HEREIN REFLECTS THE VISUAL LAYOUT DESIRED. REVISIONS M. ACCESSORIES: PROVIDE DOOR STOPS,THRESHOLDS,WEATHERSTRIPPING,TRIM,COORDINATORS AND 1. PRIMERS: PROVIDE PREMIUM GRADE PRIMERS RECOMMENDED BY PAINT MANUFACTURER FOR MUST BE SENSITIVE TO THE OVERALL VISUAL IMPACT.(PRIOR TO FABRICATION OF ANY MATERIAL) ACCESSORIES AS REQUIRED FOR COMPLETE OPERATIONAL DOOR INSTALLATION. A. GENERAL:PROVIDE TILE SYSTEMS INCLUDING SETTING MATERIALS,GROUT,AND ACCESSORIES AS SUBSTRATES INDICATED AND FOR FINISH SYSTEMS SPECIFIED. DRAWINGS AND CALCULATIONS FOR SUCH SYSTEMS SHALL BE SUBMITTED TO THE OWNER'S INSURANCE REQUIRED FOR COMPLETE FINISHED INSTALLATION. AGENCY FOR REVIEW AND APPROVAL PRIOR TO SUBMISSION TO THE CODE REVIEW AUTHORITY. 5. THRESHOLDS,STOPS,TRIM,AND MISCELLANEOUS HARDWARE:PROVIDE AS INDICATED,AS SPECIFIED, 2. UNDERCOATS AND BARRIER COATS:PROVIDE UNDERCOAT PAINTS PRODUCED BY SAME AS INCLUDED IN HARDWARE SCHEDULE,&AS REQUIRED FOR COMPLETE INSTALLATION. B. STANDARDS:COMPLY WITH TILE COUNCIL OF AMERICA"HANDBOOK OF CERAMIC TILE INSTALLATION" DRAWINGS AND CALCULATIONS MUST ALSO BE SIGNED AND SEALED BY AN ENGINEER LICENSED IN THE MANUFACTURER AS FINISH COATS; USE ONLY THINNERS APPROVED BY PAINT MANUFACTURER AND 6. WEATHERSTRIPPING: PROVIDE CONTINUOUS WEATHERSTRIPPING AT TOP&SIDES OF EXTERIOR DOORS. INCLUDING REFERENCED ASTM AND ANSI STANDARDS. STATE WHERE THE SUBJECT PROJECT IS LOCATED.ALL COST FOR REVIEW, PERMIT,SIGNING AND SEALING USE ONLY WITHIN RECOMMENDED LIMITS. 7. FIRE RATED GASKETS: PROVIDE CONTINUOUS FIRE RATED GASKETS AT TOP AND SIDES OF FIRE RATED C. SUBMITTALS:SUBMIT PRODUCT DATA AND SAMPLES OF EACH TYPE OF TILE AND GROUT. 3. FINISH COATS: PROVIDE FINISH COATS CAPABLE OF BEING WASHED WITH MILD DETERGENT WITHOUT OF DRAWINGS AND CALCULATION SHALL BE BORNE BY THE SPRINKLER SUBCONTRACTOR. D. TiLE MANUFACTURERS:AS INDICATED ON DRAWINGS. C. FIRE ALARM AND SMOKE EVACUATION:VERIFY IF SEPARATE DRAWINGS ARE REQUIRED TO BE SUBMITTED. DOORS. 1. FLOOR TILE: PROVIDE NON-SLIP UNITS WITH MINIMUM WET AND DRY VALUE OF 0.60 COEFFICIENT OF LOSS OF COLOR,SHEEN,OR PIGMENTS. VERIFY IF LANDLORD REQUIRED CONTRACTOR IS TO BE USED. 8. THROUGH BOLTS:THROUGH BOLTS AND GROMMET NUTS SHALL BE AVOIDED ON DOOR FACES IN FRICTION WHEN TESTED IN ACCORDANCE WITH ASTM C1028. 4. FINISH COAT COORDINATION:PROVIDE FINISH COATS WHICH ARE COMPATIBLE WITH PRIME PAINTS, HIGHLY VISIBLE AREAS,UNLESS NO ALTERNATIVE IS POSSIBLE,AS DIRECTED AND APPROVED,AND SHALL UNDERCOATS,AND BARRIER COATS USED. E. LATEX THIN SET:THINSET BOND COAT,LATEX-CEMENTITIOUS MORTAR CONFORMING TO ANSI A118.4. NOT BE USED FOR SOLID WOOD CORE DOORS. F. GROUT:ANSI A118.6, LATEX CEMENTITIOUS TYPE BY LATICRETE, BOSTIK OR MAPEI. 5. VOLATILE ORGANIC COMPOUNDS:PROVIDE MATERIALS WITH MINIMAL VOLATILE ORGANIC DIVISION SIXTEEN: ELECTRICAL G. INTEGRAL WATERPROOFING:LATICRETE,BOSTIK,OR NOBEL LIQUID RUBBER INTEGRAL TILE SETTING COMPOUNDS(VOR);COMPLY WITH APPLICABLE REGULATIONS. PART 2-PREPARATION/EXECUTION H. COLORS AND FINISHES:PURE,NON-FADING,APPLICABLE TYPES TO SUIT SERVICE INDICATED;NO LEAD A. INSTALLATION:COMPLY WITH MANUFACTURER RECOMMENDATIONS, BHMA,AND APPLICABLE WATERPROOFING SYSTEM WITH NO BITUMINOUS EXTENDERS;PROVIDE AT TILE APPLICATIONS ABOVE SECTION 16000-ELECTRICAL GRADE. CONTENT PERMITTED. REQUIREMENTS FOR ACCESS AND FOR FIRE RATINGS. I. PREPARATION:PERFORM PREPARATION AND CLEANING PROCEDURES IN ACCORDANCE WITH PAINT H. CLEANING AND SEALING MATERIALS:AS RECOMMENDED BY TILE AND GROUT MANUFACTURERS,SUCH AS A. SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS. 1. HEIGHTS TO COMPLY WITH APPLICABLE CODES AND BHMA RECOMMENDATIONS. BOSTIK CONSTRUCTION PRODUCTS/HYDROMENT CERAMASEAL. MANUFACTURER'S INSTRUCTIONS AND AS SPECIFIED FOR SUBSTRATE CONDITION. B. VERIFY CODE REQUIREMENTS FOR LOW VOLTAGE WIRING. 2. HARDWARE GROUPS: REFER TO DRAWINGS. 1. EXAMINE AREAS AND CONDITIONS UNDER WHICH PAINTING WORK IS TO BE APPLIED.START OF B. COORDINATE THE WORK WITH OTHER DIRECTLY AFFECTED SECTIONS INVOLVING FABRICATION OF WALL I. PREPARATION. PAINTING WORK INDICATES ACCEPTANCE OF SURFACES AND CONDITIONS OF SURFACES AND C. G.C.IS TO VERIFY DELIVERED QUANTITIES TO PURCHASE ORDER AND NOTIFY TENANT OF DISCREPANCIES. SHEET TITLE: INTERNAL REINFORCEMENT FOR DOOR HARDWARE AND RECESSED ITEMS. 1. DO NOT COMMENCE WORK UNTIL SURFACE CONDITIONS ARE WITHIN TOLERANCES REQUIRED FOR CONDITIONS WITHIN ANY PARTICULAR AREA. PROPER INSTALLATION;APPLY LATEX LEVELING MATERIAL WHERE NECESSARY TO MEET REQUIRED C. VERIFY THAT DOORS AND FRAMES ARE READY TO RECEIVE WORK AND DIMENSIONS ARE AS INDICATED. 2. REMOVE HARDWARE,ACCESSORIES,AND ITEMS IN PLACE AND NOT TO BE PAINTED,OR PROVIDE D. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. TOLERANCES. BEFORE TILING,VERIFY THAT ALL SURFACES TO BE TILED ARE STRUCTURALLY SOUND TRUE PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING;AFTER PAINTING REINSTALL REMOVED SPECIFICATIONS E. USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER.WHEREVER CUTTING AND FITTING IS TO PLANE,AND FALL WITHIN MAXIMUM VARIATIONS SHOWN BELOW. ITEMS. REQUIRED TO INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR 2. WALLS:1/8" IN 8'-FLOORS: 1/8" IN 10'. J. APPLICATION:APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS;USE APPLICATORS OTHERWISE FINISHED,INSTALL EACH ITEM COMPLETELY,THEN REMOVE AND STORE DURING 3. REPORT ALL UNACCEPTABLE SURFACES TO THE ARCHITECT IN WRITING,AND DO NOT TILE SUCH AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. APPLICATION OF FINISHES. REINSTALL UPON COMPLETION OF FINISHING OPERATIONS.SPACE FASTENERS SURFACES UNTIL THEY ARE LEVELED ENOUGH TO MEET ABOVE REQUIREMENTS. 1. APPLY ADDITIONAL COATS WHEN STAINS OR BLEMISHES SHOW THROUGH FINAL COAT,UNTIL PAiNT IS A AND ANCHORAGES AS INDICATED OR IN ACCORDANCE WITH FACTORY STANDARDS. 4. BEFORE TILING,ALL SURFACES MUST BE FREE OF CURING COMPOUNDS,OIL,GREASE,WAX,DIRT, DUST, UNIFORM FINISH,COLOR AND APPEARANCE. F. ADJUST HARDWARE FOR SMOOTH OPERATION. FORM RELEASES OR OTHER SUBSTANCES THAT WOULD INTERFERE WITH PROPER BOND OF SETTING 2. FINISH DOORS ON TOPS,BOTTOMS AND SIDE EDGES SAME AS FACES. MATERIALS. IF TILE IS INSTALLED BY THE THIN-SET METHOD,CONCRETE SLABS SHALL BE STEEL TROWEL 3. PROVIDE EXTRA ATTENTION TO ASSURE DRY FILM THICKNESS AT CORNERS AND CREVICES IS EQUIVALENT OR LIGHT BROOM FINISH. TO THAT OF FLAT SURFACES. A801 SECTION 08800-GLASS AND GLAZING J. INSTALLATION:COMPLY WITH TiLE COUNCIL OF AMERICA(TCA)HANDBOOK FOR CERAMIC TILE 4. PAiNT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE SAME AS SiMILAR EXPOSED SURFACES; INSTALLATION FOR LATEX BOND COAT THIN SET APPLICATION. PAINT SURFACES BEHIND PERMANENTLY-FIXED EQUIPMENT AND FURNITURE WITH PRIME COAT ONLY. A. PROVIDE GLASS AND GLAZING AS SHOWN.ARCHITECTURAL ALUMINUM STOREFRONT SYSTEM 1. TILE:INSTALL TILE IN ACCORDANCE WITH REFERENCED ANSI STANDARDS AND TCA RECOMMENDATIONS 5. PAINT INTERIOR SURFACES OF DUCTS,WHERE VISIBLE THROUGH REGISTERS OR GRILLES,WITH A FLAT, FOR TYPE OF SUBSTRATE AND INDICATED SETTING METHOD; LATEX-CEMENT THIN SET AND BOND COATS NON-SPECULAR BLACK PAINT. MECHANICAL AND PLUMBING SPECIFICATIONS SECTION 15010-GENERAL REQUIREMENTSSECTION 15950-TESTING,ADJUSTING AND BALANCING � � B. EXCAVATION AND BACKFILL SECTION 15200-PIPING AND VALVES 6. ANY DISCREPANCIES BETWEEN WHAT IS SHOWN ON DRAWINGS OR SPECIFIED AND THE . _ � .. 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 A. GENERAL PIPING. A. GENERAL THE ARCHITECT BEFORE PROCEEDING. A. GENERAL e -I_ A I tP '14 4 4 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 ACCORDANCE ,. -_� „I 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. = - -,- ---- ---=.-. z 2. CHECK OTHER PLANS AND SPECIFICATIONS AND FULLY COORDINATE WITH OTHER TRADES, BUILDING AND INTERLOCKING AGGREGATE OUTSIDE BUILDING). DRAWINGS AND IN THESE SPECIFICATIONS. ACCEPTANCE BY OWNER. "-- -_ - 2. ALL PIPING SHALL BE TESTED AND FREE OF LEAKS AS REQUIRED BY THE LOCAL AUTHORITY Al 9, 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. 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. SERVING NEW AND EXISTING AIR HANDLING EQUIPMENT AND/OR ADJACENT TENANT SPACES - " ARCHITECT 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 3. WORK THAT IS SCHEDULED TO BE CONCEALED OR INSULATED SHALL REMAIN ` ,rte - , _ -- UNCOVERED UNTIL REQUIRED TESTS HAVE BEEN COMPLETED. IF THE CONSTRUCTION - - - - ILIAND CONDITIONSAND MAKEALL NECESSARY OBSERVATIONS SHALL BE SAND,AND OUTDOORS UNDER PAVING SHALL BE INTERLOCKING AGGREGATE AND B. CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS PROTECTED WITH MERV 8 FILTRATION MEDIA;OPENINGS WHICH CAN REMAIN INACTIVE _ 4. VISIT SITE,CHECK FACILITIES NEC SS RY 0 SQ DURING CONSTRUCTION SHALL BE COVERED WITH PLASTIC SHEATHING AND SEALED AIR SCHEDULE REQUIRES,ARRANGE FOR TESTS ON SECTIONS OF THE SYSTEM AT A TIME. ,.; = _ AND MEASUREMENTS. NOTE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED AND BACKFILL SHALL BE COMPACTED IN MAXIMUM TWELVE(12) INCH LAYERS. 1. PROVIDE VALVED WATER CONNECTION FOR EQUIPMENT FURNISHED BY OTHER TAKE ALL ITEMS INTO CONSIDERATION IN BID. 4. ALL OTHER EXCAVATIONS SHALL BE BACKFILLED WITH CLEAN EARTH,EXCLUDING RUBBISH CONTRACTORS OR OWNER. TIGHT. FILTER MEDIA SHALL BE REPLACED REGULARLY AS REQUIRED DURING CONSTRUCTION 4. BALANCE ALL SYSTEMS,CALIBRATE CONTROLS,CHECK FOR PROPER OPERATION AND �� 1 •I ��5. SYSTEMS ARE TO BE COMPLETE AND WORKABLE IN ALL RESPECTS, PLACED IN OPERATION AND BOULDERS. BACKFILL SHALL BE THOROUGHLY TAMPED AND PUDDLED. 2. INCLUDE ACCESSORIES REQUIRED BY CODE, DRAWING OR MANUFACTURER'S INSTRUCTIONS. IN ORDER TO ENSURE ADEQUATE AIRFLOW THOUGH ALL REQUIRED ACTIVE OPENINGS. IN SEQUENCE UNDER ALL CONDITIONS AND MAKE ALL NECESSARY ADJUSTMENTS. AND PROPERLY ADJUSTED. 5. PATCH FLOOR TO MATCH EXISTING ADJACENT SURFACES. ADDITION,AT THE END OF EACH PHASE OF CONSTRUCTION AND AT THE END OF THE 5. INSTRUCT OWNER IN OPERATION OF SYSTEMS AND SUBMIT OPERATING AND MORPHS CONSTRUCTION PROJECT,ALL FILTRATION MEDIA WITHIN EACH PIECE OF EQUIPMENT MAINTENANCE MANUAL FOR ALL EQUIPMENT AND SYSTEMS. 22 FOURTH STREET,4TH FLOOR 6. EACH CONTRACTOR SHALL PROVIDE FOR HIS OWN CLEAN-UP,REMOVAL AND LEGAL C. SANITARY SERVING THE SPACE SHALL BE REPLACED. DISPOSAL OF ALL RUBBISH DAILY. C. SUPPORTS AND HANGERS1. INSTALL SANITARY,VENTS,DRAINS, ETC.,AS INDICATED ON THE DRAWINGS. 6. SUBMIT AIR AND WATER BALANCE REPORT FROM INDEPENDENT AABC OR NEBB SAN FRANCISCO,CALIFORNIA 94103 7. CONTRACTOR SHALL PROTECT HIS WORK, HIS EXISTING AND ADJACENT PROPERTY AGAINST 1. HANGERS AND SUPPORTS ARE TO BE PROVIDED TO PROPERLY SUPPORT,SECURE AND ALIGN2. SEWERS TO BE PITCHED A MINIMUM OF 1/4" PER FOOT FOR 3"SIZES AND UNDER AND 1/8" B. EQUIPMENT CERTIFIED SUBCONTRACTOR FOR ALL AIR AND WATER SYSTEMS PER AABC OR NEBB WEATHER. PIPING AND TO MEET FIELD CONDITIONS AND AS MANUFACTURED BY GRINNELL ORPER FOOT FOR 4"SIZES AND LARGER OR TO GRADES INDICATED ON DRAWINGS. 1. MECHANICAL CONTRACTOR TO FURNISH ALL HVAC EQUIPMENT INDICATED AND/OR STANDARDS. 8. CONTRACTOR TO PROTECT HIS WORK, MATERIALS,APPARATUS AND FIXTURES FROM MICHIGAN. 3. CHANGES IN DIRECTION AND BRANCH CONNECTIONS SHALL BE MADE WITH APPROVED SCHEDULED ON THE DRAWINGS COMPLETE WITH BASES, ISOLATORS,SUPPORTS AND OTHER 7. SUBMIT THE FINAL CERTIFIED TEST AND BALANCE REPORT TO THE LANDLORD FOR Rebecca Olson DAMAGE.ANY WORK DAMAGED BY FAILURE TO PROVIDE PROTECTION REQUIRED,SHALL BE 2. SPACING TO COMPLY WITH ASHRAE STANDARDS AND LOCAL CODE REQUIREMENTS. DRAINAGE FITTINGS COMPATIBLE WITH THE PIPING SYSTEM MATERIAL IN WHICH IT IS REQUIRED ACCESSORIES. APPROVAL. ARCHITECT REMOVED AND REPLACED WITH NEW MATERIAL AT THE CONTRACTOR'S EXPENSE. INSTALLED. 2. INSTALL COMPLETE AND PLACE IN PROPER OPERATION PER MANUFACTURER'S 9. CONTRACTOR MUST CONFIRM ALL UTILITY COMPANY REQUIREMENTS AND CONNECTION D. ESCUTCHEONS 4. INSTALL CLEANOUTS AT EACH CHANGE iN A DIRECTION OF PIPING GREATER THAN 45 RECOMMENDATIONS,LUBRICATE AND ADJUST AS REQUIRED.FURNISH AND INSTALL CLEAN B. BALANCING,START UP AND INSTRUCTIONS POINTS IN FIELD, PRIOR TO STARTING WORK. 1. FIT ALL PIPE PASSING THROUGH WALLS, FLOORS OR CEILINGS IN FINISHED ROOMS WITH DEGREES. SET OF FILTERS PRIOR TO BALANCING. 1. AFTER EQUIPMENT IS PLACED IN OPERATION,SYSTEMS SHALL BE BALANCED TO WITHIN 10. ARRANGE FOR AND OBTAIN OWNER'S AND INSURANCE REPRESENTATIVE'S PERMISSION FOR STEEL OR BRASS ESCUTCHEONS.WHERE SURFACE IS TO RECEIVE A PAINT FINISH MAKE 10% 2145 Fordca Olson Architect,uiLLC 5. ALL FIXTURES AND SANITARY DRAINS SHALL BE VENTED AS INDICATED ON DRAWINGS AND IN 3. EQUIPMENT TO BE MAKE AND MODEL AS SCHEDULED UNLESS ALTERNATE EQUIPMENT OF OF DESIGN FLOW WITH REPORT SUBMITTED TO OWNER. BALANCING SHALL BE 2145 Parkway, ANY SERVICE SHUTDOWNS. ESCUTCHEONS PRIME PAINTED;OTHERWISE MAKE ESCUTCHEONS NICKEL OR CHROME Suite 301 ACCORDANCE WITH CODE. EQUIVALENT QUALITY AND PERFORMANCE IS SUBMITTED AS A SUBSTITUTION PRIOR TO PERFORMED BY AN INDEPENDENT AABC OR NEBB CERTIFIED CONTRACTOR. 11. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, PLATED.WHERE PIPING IS INSULATED, FIT ESCUTCHEONS OUTSIDE INSULATION. 6. PVC PIPING SHALL NOT BE INSTALLED UNLESS PERMITTED BY CODE AND SHALL NOT BE BIDDING.ALL SUBSTITUTION ARE SUBJECT TO ACCEPTANCE WITHOUT QUALIFICATION BY Saint Paul, Minnesota 55116 SEQUENCES OF CONSTRUCTION AND THE SAFETY OF WORKMEN. INSTALLED IN RETURN AIR PLENUMS. OWNER, ENGINEER AND ARCHITECT. 2. CONTRACTOR SHALL ADJUST AND/OR REPLACE AS NECESSARY THE FAN AND MOTOR 651.888.6885 12. NO PiPING, DUCTWORK,WIRING,ETC.,SHALL BE INSTALLED OR ROUTED ABOVE ELECTRICAL E. PIPE IDENTIFICATION 7. SANITARY AND VENT MATERIAL SHALL BE AS FOLLOWS: 4. CONTRACTOR SHALL PERFORM ROUTINE SERVICE INSPECTION OF ALL EXISTING HVAC PULLEYS AND SHEAVES TO ACHIEVE THE DESIGN AIR FLOW WITHIN 10%. PANELS AND EQUIPMENT. 1. IDENTIFY EACH PIPE,VALVE IN EQUIPMENT ROOMS,ABOVE ACCESSIBLE CEILINGS AND INEQUIPMENT TO REMAIN.LUBRICATE BEARING,SERVICE CONTROL SYSTEMS,REPLACE FAN 3. BALANCE THE AiR SYSTEMS PRIOR TO BALANCING REFRIGERANT SYSTEMS. CONSULTANTS: 13. THE MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL CONTRACTOR 7.A. BELOW GRADE SANITARY ACCESSIBLE SHAFTS. BELTS AND INSTALL NEW FILTERS IN EACH ROOFTOP UNIT. 4. TEST,ADJUST AND BALANCE COOLING SYSTEMS DURING SUMMER SEASON AND HEATING AND OBTAIN A WRITTEN APPROVAL IDENTIFYING THE ELECTRICAL CHARACTERISTICS OF ALL T.A.A. SERVICE WEIGHT-CAST IRON PIPE ASTM A-74-82 WITH ASTM C-564-80 AND OBTAIN EQUIPMENT PRIOR TO OENTRING OF ELECTRICAL L O ADDITIONAL PAYMENT 2. COLOR CODE IDENTIFICATION BANDS OR MARKER BACKGROUNDS TO IDENTIFY CONTENTS OF NEOPRENE COMPRESSION JOINTS OR NO-HUB WITH CLAMPS. 5. CONTRACTOR SHALL FIELD VERIFY REFRIGERANT CHARGE AND ADD REFRIGERANT IF THE SYSTEMS DURING WINTER SEASON. BALANCE SYSTEMS WHEN THE OUTSIDE AIR MEWILL BE MADE FOR LACK OF CONTRACTOR COORDINATION OF ELECTRICAL CHARACTERISTICS. PIPE AND DIRECTION OF FLOW LOCATED NEAR EACH VALVE AND FITTING,ON BOTH SIDES OF 7.A.B. PVC-DWV PLASTIC ASTM D-1785 WITH ASTM D-2665 DWV SOLVENT WELD CHARGE IS LESS THAN MANUFACTURER'S SPECIFICATIONS. CONDITIONS ARE WITHIN 5 DEGREES F WET BULB TEMPERATURE OF THE MAXIMUMGaLISMan PIPE PASSING THROUGH WALLS AND ON LONG RUNS AT NOT OVER 20 FOOT INTERVALS. SOCKET FITTINGS. 6. SUBMIT SERVICE REPORT TO ANY MAJOR COMPONENT FAILURES OR MALFUNCTIONS. SUMMER DESIGN CONDITION AND WITHIN 10 DEGREES F DRY BULB TEMPERATURE OF 14. DURING CONSTRUCTION THE CONTRACTOR MAY UNCOVER AN EXISTING CONDITION THAT REPORT SHALL INCLUDE COST TO SERVICE ALL MALFUNCTIONING OR DAMAGED ITEMSTHE MINIMUM WINTER DESIGN CONDITION. &MooreWILL HAVE TO BE MODIFIED.ANY SUCH WORK WHICH COMES UNDER THE JURISDICTION OF 7.B ABOVE GRADE SANITARY AND VENT MATERIAL SHALL BE AS FOLLOWS: F. ACCESS PANELS LISTED.COST SHALL INCLUDE PARTS AND LABOR. EQUIPMENT SHALL BE PLACED IN FULL 5. START UP AND PLACE ALL SYSTEMS IN OPERATION AND TAG ALL SWITCHES AND THIS CONTRACTOR SHALL BE DONE BY THIS CONTRACTOR WITHOUT EXTRA COST TO THE T.B.A. NO HUB CAST IRON PIPE CISPI 1-301-78. OPERATION WITH CONTROLS CALIBRATED UPON COMPLETION OF PROJECT. Mechanical and OWNER,AS THOUGH FULLY DETAILED ON PLANS AND/OR DESCRIBED IN THE SPECIFICATIONS. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL REQUIRED ACCESS PANELS 7.B.B. PVC-DWV PLASTIC ASTM D-1785 WITH ASTM D-2665 DWV SOLVENT WELD CONTROLS WITH PERMANENT LABELS. 15. WORK RELATED TO THE EXISTING BUILDING SHALL BE COORDINATED TO MINIMIZE NECESSARY FOR HIS WORK.THIS INCLUDES ANY ACCESS PANELS REQUIRED FOR HVAC, Electrical Engineers SOCKET FITTINGS. 6. INSTRUCT OWNER ON PROPER OPERATION AND PREVENTATIVE MAINTENANCE OF 700 Rosedale Towers PLUMBING AND FIRE PROTECTION.CONTRACTOR SHALL ALSO PROVIDE ACCESS PANELS FOR C. COOLING COIL CONDENSATE DRAINS INTERFERENCE OR INTERRUPTION OF NORMAL BUILDING USE BY OWNER.REFER TO 7.B.C. SCH.40 GALVANIZED STEEL PIPE ASTM A-120-83 WITH CAST IRON SCREWED SYSTEM. 1700 West Highway 36 ANY EXISTING CONDITIONS AS REQUIRED. 1. INSTALL CONDENSATE PIPING AS INDICATED ON DRAWINGS.INCLUDE ALL FITTINGS,TRAPS, ARCHITECTURAL PLANS FOR PHASING REQUIREMENTS. FITTINGS ANSI B-16.22 1983. Saint Paul, Minnesota 55113 2. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR TYPE OF ACCESS PANEL AND HANGERS ETC. EXTEND CONDENSATE PIPING FROM ALL EQUIPMENT DRAIN PANS TO (651}639-9606 FAX 639-9618 COORDINATE LOCATIONS PRIOR TO ANY WORK. APPROVED LOCATIONS FOR COMPLETE INSTALLATION. Project No. 86365 B. CODES,PERMITS,STANDARDS AND REGULATIONS D. DOMESTIC WATER PIPING J 1. CONFORM TO ALL APPLICABLE CODES(LOCAL,STATE,NATIONAL CODES, NFPA,OSHA, ETC.), 2. INSTALL CONDENSATE PIPING AT A UNIFORM MINIMUM SLOPE OF 1/8 INCH PER FOOT. 1. INSTALL DOMESTIC WATER PIPING AS INDICATED ON DRAWINGS.INCLUDE ALL FITTINGS GOVERNMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS,AND APPLICABLE G. FIRESTOPPING VALVES, HANGERS,AND OTHER ACCESSORIES INCLUDING WATER METER AND BACKFLOW 3. CONDENSATE PIPING SHALL BE TYPE"L"HARD COPPER ASTM B 88-832 WITH WROUGHT STANDARDS. 1. ALL OPENINGS THROUGH FIRE RATED WALLS, FLOORS,AND/OR ROOFS FOR DUCTWORK, PREVENTER. EXTEND DOMESTIC WATER PIPING TO ALL FIXTURES AND EQUIPMENT REQUIRED COPPER FITTINGS ASTM B 16.22 1980 AND NON-LEAD OR ANTIMONY SOLDER JOINTS. PIPING, ETC.,SHALL BE FIRE SEALED WITH CALCIUM SALICATE,SILICONE"RTV"FOAM,"3M" FOR COMPLETE INSTALLATION4. INSULATION-SEE SECTION "15100 INSULATION". 2. OBTAIN PERMITS AND PAY ALL FEES.ARRANGE FOR ALL REQUIRED INSPECTIONS AND .FIRE RATED SEALANTS, HiLTI FIRETOP SYSTEMS,OR APPROVED EQUAL TO MAINTAIN THE APPROVALS. INTENDED FIRE RATING AND ASSOCIATED UL RATINGS. 2. INCLUDE UNIONS,OR OTHER DISCONNECT MEANS,STOPS OR VALVES FOR ISOLATION OF FIXTURES AND EQUIPMENT.VALVES TO BE FULLY COMPATIBLE WITH PIPING FOR SERVICE D. SEE EQUIPMENT SCHEDULES ON MECHANICAL DRAWINGS. C. RELATED WORK SPECIFIED ELSEWHERE INTENDED AS MANUFACTURED BY NIBCO,CRANE OR MILWAUKEE. INCLUDE HOSE OR DRAIN H. CUTTING,PATCHING AND DRILLING VALVES AT LOW POINTS WHERE FIXTURES CANNOT BE USED FOR DRAINAGE. SECTION 15800-AIR DISTRIBUTION SYSTEMS 1. OPENINGS AND CHASES,WHEN SHOWN ON ARCHITECTURAL DRAWINGS. 1. ALL CUTTING AND PATCHING OF THE BUILDING CONSTRUCTION REQUIRED FOR THIS WORK 3. INSTALL SHOCK ABSORBERS AT EACH QUICK CLOSING FIXTURE AND WHERE REQUIRED TO 2. TEMPORARY WATER SERVICE,SANITARY FACILITIES, FIRE PROTECTION AND HEATING DURING SHALL BE BY THIS CONTRACTOR UNLESS SHOWN ON ARCHITECTURAL DRAWINGS AND PREVENT WATER HAMMER AS MANUFACTURED BY J.R.SMITH,SIOUX CHIEF OR ZURN. A. GENERAL CONSTRUCTION. CONFIRMED AS TO SIZE AND LOCATION PRiOR TO NEW CONSTRUCTION.CUTTING SHALL BE 4. HANGERS ON INSULATED PIPE TO BE OUTSIDE OF INSULATION,SIZED ACCORDINGLY WITH A 3. POURED-IN-PLACE CONCRETE. IN A NEAT AND WORKMANLIKE MANNER. 1. FURNISH ALL MATERIALS,LABOR,EQUIPMENT AND ACCESSORIES REQUIRED TO INSTALL SUFFICIENT SADDLE TO PROTECT INSULATION AS MANUFACTURED BY GRINNELL OR COMPLETE AiR DISTRIBUTION SYSTEMS. 4. FINISHED PAINTING. 2. NEATLY SAW CUT ALL RECTANGULAR OPENINGS,SET SLEEVE THROUGH OPENING,AND FINISH MICHIGAN. 2. CONTRACTORS BIDDING THIS PROJECT SHALL VISIT THIS SITE AND FAMILIARIZE THEMSELVES 5. ELECTRIC POWER WIRING. PATCH OR PROVIDE TRIM FLANGE AROUND OPENING. 5. DOMESTIC WATER PIPING SHALL BE AS FOLLOWS: WITH ALL CONDITION AFFECTING THEIR WORK.SUBMISSION OF A BID ON THIS PROJECT 3. NEATLY SAW CUT FLOORS AND PATCH FLOOR TO MATCH EXISTING,INCLUDING FLOOR D.A. ABOVE GRADE-TYPE"L" HARD COPPER ASTM B 88-832 WiTH WROUGHT COPPER SHALL BE CONSTRUED AS HAVING SUCH KNOWLEDGE. D. DRAWINGS COVERING. FITTINGS ASTM B 16.22 1980 AND NON-LEAD OR ANTIMONY SOLDER JOINTS. 3. VERIFY EXACT CONDITIONS IN FIELD AND COORDINATE WiTH THESE DRAWINGS AND OTHER 1. THE SYSTEMS AS SHOWN ON MECHANICAL DRAWINGS ARE DIAGRAMMATIC.CONFIRM ALL 4. CONTRACTOR SHALL FIELD VERIFY SLAB-ON-GRADE OR SUPPORTED FLOOR CONSTRUCTION D.B. BELOW GRADE-TYPE"K"SOFT COPPER WITHOUT JOINTS. TRADES BEFORE BEGINNING NEW WORK. DIMENSIONS BY FIELD MEASUREMENT. TYPE PRIOR TO CUTTING. UNDER NO CIRCUMSTANCES SHALL THIS CONTRACTOR CUT A SEAL/SIGNATURE 2. THE EXACT LOCATIONS FOR FIXTURES,EQUIPMENT AND PiPING WHICH IS NOT COVERED BY STRUCTURAL FLOOR SLAB,WHETHER ON GRADE OR SUPPORTED,WITHOUT PRIOR WRITTEN 6. FLUSH,VENT AND SANITIZE ALL WATER PIPING WITH CHLORINE AS REQUIRED PER AWWA, 4. DETERMINE EXACT LOCATIONS FOR ALL NEW AND RELOCATED DUCTWORK AND APPROVAL FROM THE ARCHITECT. IF FLOOR SLAB INDICATED TO BE CUT ON MECHANICAL LOCAL BUILDING DEPARTMENT AND HEALTH DEPARTMENT CODES. ACCESSORIES IN FIELD. DRAWINGS,SHALL BE OBTAINED FROM THE ARCHITECT OR HIS REPRESENTATIVE IN THE FIELD PLANS IS FOUND TO BE STRUCTURAL IN NATURE, DO NOT CUT.CONTACT ARCHITECT 7. DOMESTIC HOT AND COLD WATER PIPING UNDER CONCRETE FLOOR TO BE COVERED WITH 5. COORDINATE WORK OF THIS CONTRACT WITH OTHER TRADES. �kQ PROF AND THE WORK SHALL BE LAID OUT ACCORDINGLY. SAND SO THAT PIPING WILL NOT BECOME EMBEDDED IN THE FLOOR SLAB. 6. ANY DISCREPANCIES BETWEEN WHAT IS SHOWN ON DRAWINGS OR SPECIFIED AND THE �� IMMEDIATELY FOR FURTHER DIRECTIONS. �S O,INA, Q 3. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT ONE ANOTHER.ANY S. CORE DRILL AND SLEEVE ALL ROUND OPENINGS. 8. ALL PIPING UNDER CONCRETE FLOOR SHALL BE TYPE"K"SOFT COPPER,CONTINUOUS.NO ACTUAL CONDITIONS IN THE FIELD SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF 4 �',,p MATERIALS OR LABOR CALLED FOR IN ONE BUT NOT THE OTHER SHALL BE FURNISHED AS IFSPLICES OR FITTINGS WILL BE ALLOWED. THE ARCHITECT BEFORE PROCEEDING. 58899PE BOTH WERE MENTIONED iN THE SPECIFICATIONS AND SHOWN ON THE DRAWINGS. 6. DO NOT CUT ANY STRUCTURAL COMPONENTS WITHOUT ARCHITECT'S WRITTEN APPROVAL, 9. EXTREME CAUTION MUST BE TAKEN SO THAT NO COPPER PIPING AND INSULATION UNDER 7. BUILDING AND SURFACES DAMAGED DURING INSTALLATION SHALL BE REPAIRED, REPLACED, INCLUDING,BUT NOT LIMITED TO ROOF JOISTS,COLUMNS,FLOOR JOISTS,BEAMS,GIRDERS, CONCRETE FLOORS BECOMES CRUSHED,CUT,SPLIT OR DEFORMED DURING THE POURING OF AND/OR RESTORED TO ORIGINAL CONDITION AFTER COMPLETION OF WORK AND BEFORE OREGON ci? STRUCTURAL FLOOR SLABS,ETC• E. BASE EQUIPMENT,MATERIALS AND SUBSTITUTIONSTHE FLOOR SLAB. ACCEPTANCE BY OWNER. Al "`e '0 1. ALL EQUIPMENT AND MATERIALS SHALL BE NEW, 7. PATCH AND FINISH TO MATCH ADJACENT AREAS THAT HAVE BEEN CUT,DAMAGED OR �ber22' FREE OF DEFECTS AND UL LABELED. '9(, t.,,2. BASE BID MANUFACTURERS ARE INCLUDED IN THE SPECIFICATION OR LISTED IN SCHEDULES MODIFIED AS A RESULT OF THE INSTALLATION OF THE MECHANICAL SYSTEMS. FIRE STOP ALL L 4, HPOt PENETRATIONS OF FIRE RATED CONSTRUCTION iN A CODE APPROVED MANNER. E. FIRE PROTECTION PIPING B. DUCTWORK ON THE DRAWINGS.ALL OTHER MANUFACTURERS ARE CONSIDERED SUBSTITUTION. 8. ALL CONTRACTORS SHALL CONFIRM WITH OWNER,PRIOR TO BID,TIMES AVAILABLE FOR 1. SEE SECTION 15300, FIRE PROTECTION SYSTEMS. 1. FABRICATE AND ERECT ALL DUCTWORK TO ASHRAE AND SMACNA STANDARDS FROM NO.1 Tres 06-30-1 _� 3. THE NAME OR MAKE OF ANY ARTICLE, DEVICE, MATERIAL, FORM OF CONSTRUCTION, NOISE PRODUCING WORK SUCH AS CUTTING AND CORE DRILLING OF FLOORS,WALLS, ETC., GALVANIZED STEEL.COMPLY WITH NFPA 90A REQUIREMENTS. FIXTURE, ETC.,STATED IN THIS SPECIFICATION,WHETHER OR NOT THE WORDS"OR AS WELL AS TIMES FOR WORK WHICH REQUIRES ACCESS INTO ADJOINING TENANT SPACES. F. FIRESTOPPING 2. DUCTWORK SHALL BE SMACNA LOW PRESSURE CONSTRUCTION 2"STATIC PRESSURE RATING D APPROVED EQUAL"ARE USED,SHALL BE KNOWN AS A"STANDARD". INCLUDE ANY PREMIUM TIME IN BID. 1. SEE SECTION 15050, BASIC MATERIALS AND METHODS. WITH SEAL CLASS B SEAMS AND JOINTS. .... 4. ALL PROPOSALS SHALL BE BASED ON "STANDARDS"SPECIFIED. 9. EXACT LOCATION OF ROOF TOP AIR CONDITIONING UNITS SHALL BE APPROVED BY THE 3. INCLUDE ALL ACOUSTIC,AIRFOIL SHAPED PERFORATED ALUMINUM TURNING VANES, 5. THE EQUIPMENT SCHEDULES ON THE DRAWINGS INDICATE MANUFACTURERS EQUIPMENT STRUCTURAL ENGINEER. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL SECTION 15300-FIRE PROTECTION SYSTEMS MANUAL DAMPERS, FLEXIBLE CONNECTORS,GRILLES AND DIFFUSERS,ACOUSTIC LINING,AND MODEL NUMBERS THAT THIS DESIGN HAS BEEN BASED ON.THE USE OF OTHER SUPPLEMENTAL SUPPORT STEEL FOR EQUIPMENT AND ROOF PENETRATIONS AFTER OTHER SHEET METAL ACCESSORIES FOR THE PROJECT. MANUFACTURER'S EQUIPMENT THAT IS LISTED AS ACCEPTABLE ALTERNATES THAT ENTAILS APPROVAL OF STRUCTURAL ENGINEER. 4. ALL BRANCH CONNECTION FITTINGS IN RECTANGULAR DUCTWORK SHALL BE 45 DEGREE GENERAL TRADES,STRUCTURAL, MECHANICAL, ELECTRICAL, ETC., REVISIONS IS THIS 10. THE MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR A. GENERAL TRANSITION TYPE,CONICAL FITTINGS OR SPIN-IN FITTINGS WITH INTEGRAL AIR SCOOPS. BUTT CONTRACTOR'S RESPONSIBILITY.ANY ADDITIONAL COST OF SUCH CHANGES SHALL BE PAID BY PRIOR TO CONSTRUCTION.THE MECHANICAL CONTRACTOR SHALL PROVIDE INFORMATION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO INSTALL A COMPLETE FITTINGS ARE NOT ACCEPTABLE. THE CONTRACTOR SUBMITTING THE ACCEPTABLE ALTERNATES WHICH NECESSITATES FIRE PROTECTION SYSTEM FOR PROJECT. CHANGES IN INSTALLING SUCH SUBMITTED ALTERNATE EQUIPMENT,EVEN THOUGH SUCH REGARDING OPENINGS IN WALLS, FLOORS,ETC.,CONCRETE EQUIPMENT PADS AND 5. INSTALLTWfl(2)INCH DEEP SECONDARY DRAIN PAN BELOW ALL FURNACES,HOT WATER COSTS MAY BE PART OF ANOTHER DIVISION OF WORK. FOUNDATIONS TO THE GENERAL CONTRACTOR.IF THE MECHANICAL CONTRACTOR FAILS TO 2. ALL SPRINKLER WORK SHALL BE DONE AFTER SHOPPING CENTER HOURS. GENERATORS,AND DOMESTIC WATER HEATERS. PIPE THREE-FOURTH(3/4)INCH DRAIN TO COMPLY WITH THIS REQUEST,OR IF INCORRECT INFORMATION IS GIVEN,THE NECESSARY MOP BASIN INDEPENDENTLY OFF ALL THE OTHER DRAINS. 6. SUBSTITUTIONS ARE SUBJECT TO THE APPROVAL OF THE OWNER.IF A SUBSTITUTION IS CUTTING AND PATCHING WILL BE PERFORMED BY THE GENERAL CONTRACTOR,AT THE B. DESIGN BASIS 6. ALL EXPOSED ROUND DUCTWORK SHALL BE SPIRAL SEAM DUCTWORK. SUBMITTED,IT IS THE CONTRACTOR'S RESPONSIBILITY TO EVALUATE IT AND CERTIFY THAT MECHANICAL CONTRACTOR'S EXPENSE. 1. DESIGN BASIS FOR SYSTEM SHALL BE PER NFPA 13(LATEST EDITION)AND LOCAL CODE THE SUBSTITUTION IS EQUIVALENT IN ALL RESPECTS TO THE BASE SPECIFICATIONS. REQUIREMENTS. 7. IF SUBSTITUTIONS ARE APPROVED, NOTIFY ALL OTHER CONTRACTORS,SUBCONTRACTORS, C. DUCT ACCESSORIES I. DEMOLITION AND REMOVAL 2. SYSTEM SHALL BE HYDRAULICALLY CALCULATED AS REQUIRED BY CODE. ETC.,AFFECTED BY THE SUBSTITUTION AND FULLY COORDINATE WITH THEM.ANY COSTS 1. FLEXIBLE DUCTWORK(AS MANUFACTURED BY CLEVAFLEX,FLEXMASTER OR WIREMOLD). 1• DISCONNECT CAP AND REMOVE ALL PIPING DUCTWORK AND EQUIPMENT INDICATED ON 3. PIPE SIZES INDICATED ON DRAWING ARE APPROXIMATE AND SHALL BE VERIFIED PER THE RESULTING FROM SUBSTITUTION,WHETHER BY THIS CONTRACTOR OR OTHERS,SHALL BE D.A. FLEXIBLE DUCTS SHALL BE INDEPENDENTLY SUPPORTED FROM THE STRUCTURE AND THE RESPONSIBILITY OF AND PAID FOR BY THE SUBSTITUTING CONTRACTOR.APPROVED THE DRAWINGS OR AS REQUIRED FOR THE PROJECT. CONTRACTOR'S HYDRAULIC CALCULATIONS. CONNECTED WiTH PLASTIC DRAW BANDS AND TIGHTENED. FLEXIBLE DUCTS SHALL STORE#: SHOP DRAWINGS DO NOT ABSOLVE THIS CONTRACTOR FROM THIS RESPONSIBILITY. 2. ANY EQUIPMENT DESIGNATED BY OWNER TO BE SALVAGED SHALL BE PROTECTED AND 040 DELIVERED TO THE OWNER ON SITE. BE LIMITED TO 48"MAXIMUM STRAIGHT LENGTH. FLEXIBLE DUCTS SHALL BE 8. ALL EQUIPMENT SHALL BE INSTALLED IN FULL ACCORDANCE WITH THE MANUFACTURER'SC. DRAWINGS AND CALCULATIONS CONSTRUCTED OF 1-1/2"INSULATION WITH VINYL VAPOR BARRIER JACKET AND DATA AND INSTALLATION INSTRUCTIONS.IT IS THIS CONTRACTOR'S RESPONSIBILITY TO 3. DEMOLITION SHALL BE DONE IN A MANNER SO AS NOT TO DAMAGE ADJACENT WORK AND 1. CONTRACTOR SHALL PREPARE SUBMITTAL DRAWINGS AND HYDRAULIC CALCULATIONS FOR CHECK AND CONFORM THESE REQUIREMENTS PRIOR TO STARTING WORK. NOT AFFECT THE OPERATION OF SYSTEMS TO REMAIN IN USE.ANY ITEM TO REMAIN THAT IS SPACE IN ACCORDANCE WITH OWNER'S INSURANCE COMPANY BUILDING DEPARTMENT,AND RATED AT 10"W.C. FOR SIZES THOUGH 12",UL LISTED,AND MEET 25/50 FLAME DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AND/OR REPAIRED AT THE LOCAL FIRE AUTHORITY REQUIREMENTS. AND SMOKE TEST.FLEXIBLE DUCTS ARE NOT PERMITTED IN ROOMS WITHOUT PROJECT: F. WARRANTY CONTRACTOR'S EXPENSE. CEILING. 2. CONTRACTOR SHALL PERFORM A FLOW TEST DATA ON CITY WATER MAiN AND SUBMIT DATA 1. FULLY WARRANT ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FOR ONE(1)YEAR FROM 4. ALL OPEN ENDED PIPING AND DUCTWORK THAT IS TO REMAIN SHALL BE CAPPED AND WITH CALCULATIONS. 2. DAMPERS(AS MANUFACTURED BY RUSKIN,NAILOR OR SAFE-AIR) �/n j,Q R P H E DATE OF ACCEPTANCE. PROPERLY SECURED. 3. CONTRACTOR AND DESIGNER SHALL BE STATE CERTIFIED. D.A• FABRICATE IN ACCORDANCE WITH SMACNA STANDARDS. PROVIDE END BEARINGS 5. ALL ELECTRICAL DEVICES,WIRING,CONDUIT,ETC.,RELATED TO DEMOLISHED AND LOCKING,INDICATING QUADRANT REGULATORS.BLADE TO BE SINGLE 2. EXTEND ALL MANUFACTURER'S WARRANTIES TO OWNER,INCLUDING FIVE(5)YEAR COMPRESSOR AND TEN (10)YEAR HEAT EXCHANGER EXTENDED WARRANTY ON HVAC EQUIPMENT/SYSTEMS SHALL BE REMOVED.WIRING SHALL BE DISCONNECTED AT CIRCUIT D PIPING THICKNESS WITH CONTINUOUS HiNGE OR ROD. WASH 1 N GTO N EQUIPMENT. BREAKERS, REMOVED AND BREAKERS MARKED"SPARE". 1. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 13, 14(LATEST EDITION)AND 3. BACKDRAFT DAMPERS(AS MANUFACTURED BY RUSKIN, NAILOR OR SAFE-AIR) 3. REPAIR OR REPLACE WITHOUT CHARGE TO THE OWNER ALL ITEMS FOUND DEFECTIVE 6. MECHANICAL CONTRACTOR SHALL REMOVE AND RECLAIM ANY REFRIGERANT IN EXISTING LOCAL CODE REQUIREMENTS. D.A. MULTIPLE BLADE, PARALLEL TYPE DAMPER CONSTRUCTED OF GALVANIZED STEEL SQUARE SYSTEMS PRIOR TO DEMOLITION OF ANY EQUIPMENT ACCORDING TO FEDERAL DURING THE WARRANTY PERIOD. IN THE CASE OF REPLACEMENT OR REPAIR DUE TO FAILURE 2. FIRE PROTECTION PIPING SHALL BE AS FOLLOWS: WITH FELT OR FLEXIBLE VINYL SEALED EDGES,BALL BEARINGS,PIVOT PIN AND REQUIREMENTS. ADJUSTMENT DEVICE FOR VARYING PRESSURES. SPACE #607 WITHIN THE WARRANTY PERIOD,THE WARRANTY ON THAT PORTION OF THE WORK SHALL BE 7, ALL ASBESTOS REMOVAL WILL BE HANDLED BY THE OWNER AND IS NOT A PART OF THIS D.A. INSIDE BUILDING-PIPE AND TUBING SHALL BE STEEL OR COPPER IN ACCORDANCE EXTENDED FOR A MINIMUM PERIOD OF ONE(1)YEAR FROM THE DATE OF SUCH WORK. WITH NFPA REQUIREMENTS. 4. FIRE DAMPERS(AS MANUFACTURED BY RUSKIN, NAILOR OR SAFE-AIR) 9577 SW WASHINGTON SQUARE RD. REPLACEMENT OR REPAIR. 8. EXAMINE AREAS AND CONDITIONS UNDER WHICH DEMOLITION WORK MUST BE D.B. PIPING SHALL MATCH EXISTING BUILDING STANDARDS. C.A. FABRICATE IN ACCORDANCE WITH NFPA 90A AND UL555.DAMPERS SHALL BE TIGARD, OR 97223 PERFORMED.THIS CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES D.C. CONTRACTOR SHALL ARRANGE WiTH OWNER AND INSURANCE UNDERWRITER SUITABLE FOR USE IN THE VERTICAL OR HORIZONTAL POSITION AS INDICATED ON G. SHOP DRAWING SUBMITTALS PERFORMING DEMOLITION WORK AND/OR DEMOLITION WORK PERFORMED BY THE OWNER. PRIOR TO SHUT DOWN OF EXISTING SYSTEMS. THE DRAWINGS, BE TYPE'B'WITH BLADES OUT OF AIRSTREAM,AND BE RATED FOR 1. SUBMIT SHOP DRAWINGS FOR MECHANICAL,PLUMBING AND FiRE PROTECTION SYSTEMS, 9. REMOVE ALL SUPPORTS,HANGERS,ETC.,RELATED TO EQUIPMENT AND MATERIAL INDICATED D.D. FLUSH ALL PIPING UPON COMPLETION OF PROJECT AND TEST PER NFPA • 1-1/2 HOURS MINIMUM (UNLESS NOTED OTHERWISE). INCLUDING BUT NOT LIMITED TO SHEETMETAL,PLUMBING FIXTURES AND EQUIPMENT WITH TO BE DEMOLISHED. REQUIREMENTS. C.B. PROVIDE DUCT MOUNTED ACCESS DOORS AT ALL FIRE DAMPER LOCATIONS. ADEQUATE DETAILS AND SCALES TO CLEARLY SHOW CONSTRUCTION. INDICATE THE D.E. NO PIPING SHALL BE INSTALLED AT LOCATIONS SUBJECT TO FREEZING. 5. ACCESS DOORS(AS MANUFACTURED BY RUSKIN,NAILOR OR SAFE-AIR) OPERATING CHARACTERISTICS FOR EACH REQUIRED ITEM.CLEARLY IDENTIFY EACH ITEM ON 10. WHERE TEMPERATURE CONTROLS ARE INDICATED FOR DEMOLITION, RETAIN THE SERVICES THE SUBMITTAL AS TO MARK, LOCATION AND USE,USING THE SAME IDENTIFICATION AS OF A TEMPERATURE CONTROL CONTRACTOR TO PERFORM SUCH DEMOLITION. D.A. FABRICATE IN ACCORDANCE WITH SMACNA STANDARDS. DOORS TO BE PROVIDED ON THE CONSTRUCTION DOCUMENTS. E. SPRINKLER HEADS FABRICATED OF GALVANIZED STEEL WITH SEALING GASKET AND QUiCK LOCKING 1. SPRINKLER HEADS SHALL BE UL LISTED, MATCH EXISTING BUILDING STANDARDS AND BE DEVICE. A/E PROJECT NO.: M0036 2. SHEETMETAL AND FIRE PROTECTION DRAWINGS SHALL BE FULLY DIMENSIONED AND COORDINATED BASED ON FIELD VERIFIED BUILDING CLEARANCES AND ARCHITECTURAL SECTION 15100-INSULATION MANUFACTURED BY CENTRAL,STAR OR VIKING. D.B. FOR INSULATED DUCTWORK,DOORS SHALL HAVE MINIMUM ONE(1)INCH CEILING LAYOUTS. INDICATE STRUCTURAL,LIGHTING,DUCTWORK AND PIPING AT ALL 2. SPRINKLER HEADS SHALL BE AS FOLLOWS: INSULATION WITH SHEET METAL COVER. DRAWN BY: PAS CRITICAL LOCATIONS. A. GENERAL E.A. AREAS WITH EXPOSED STRUCTURE 3. CONTRACTOR SHALL REVIEW AND INDICATE HIS APPROVAL OF EACH SHOP DRAWING PRIOR 1. FURNISH ALL MATERIAL,LABOR AND EQUIPMENT AS REQUIRED TO INSTALL COMPLETE 2.A.A. UPRIGHT-ROUGH BRASS. E. FIRESTOPPING CHECKED BY: KRU TO SUBMITTAL FOR REVIEW.SHOP DRAWINGS WILL NOT BE REVIEWED BY THE ENGINEER PLUMBING AND HVAC INSULATION AS INDICATED ON MECHANICAL DRAWINGS AND IN E.B. AREAS WiTH CEILINGS 1. SEE SECTION 15050 BASIC MATERIALS AND METHODS. ISSUES AND REVISIONS: UNLESS THE CONTRACTOR'S APPROVAL iS NOTED. DO NOT START WORK OR FABRICATION - THESE SPECIFICATIONS. 2.0.A. RECESSED PENDENT-CHROME PLATED WITH MATCHING TWO(2)PIECE, UNTIL SHOP DRAWINGS HAVE BEEN REVIEWED BY THE ENGINEER AND RETURNED TO THE 2. INSTALL IN FULL ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. FLUSH ESCUTCHEON. SECTION 15900-HVAC INSTRUMENTATION AND CONTROLS 100%CHECKSET 10.22.2018 CONTRACTOR. 2.0.B. CONCEALED-BRASS FINISH WITH OFF-WHITE CEILING COVER PLATE. 4. SUBMITTALS WILL BE REVIEWED ONLY FOR GENERAL COMPLIANCE WITH THE CONTRACT B. PLUMBING INSULATION(AS MANUFACTURED BY OWENS CORNING, KNAUF OR SCHULLER) E.C. SIDEWALL-CHROME PLATED WITH OFF-WHITE,TWO(2)PIECE,SEMI-RECESSED A. GENERAL LL/PERMIT/BID 11.02.2018 DOCUMENTS AND NOT FOR DIMENSIONS OR QUANTITIES.THE SUBMITTAL REVIEW SHALL 1. INSULATE ALL ABOVE GRADE HOT AND COLD WATER PIPING WITH MOLDED FIBERGLASS ESCUTCHEON. 1. FURNISH AND INSTALL COMPLETE TEMPERATURE CONTROL FOR ALL HVAC SYSTEMS. 1 NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR PURCHASE OF ANY ITEM IN FULL HAVING AN ALL SERVICE JACKET. 3. INSTALL HIGHER TEMPERATURE SPRINKLER HEADS WHERE REQUIRED BY CODE OR 2. PROVIDE NEW CONTROL DEVICES INCLUDING THERMOSTATS, HUMIDISTATS, DAMPER PERMIT/LL/TENANT REV. 12.20.2018 COMPLIANCE WITH THE CONTRACT DOCUMENTS OR ITS COMPLETE AND PROPER INSTALLATION. B.A.INSULATION THICKNESS SCHEDULE: APPLICATION. OPERATORS,MOTORS,TEMPERATURE SENSORS,STAGING RELAYS AND OTHER RELATED 5. WHERE SUBMITTALS VARY FROM THE CONTRACT REQUIREMENTS,THE CONTRACTOR SHALL 1.1.A. LESS THAN (<) 1-1/2" DIAMETER PIPE:3/4"THICK. 4. SUBMIT SAMPLES OF SPRINKLER HEADS TO ARCHITECT PRIOR TO FABRICATION OF ANY DEVICES FOR A COMPLETE OPERATIONAL SYSTEM PER THE OPERATING SEQUENCE AND PIPING. INDUSTRY STANDARDS. CLEARLY INDICATE ON SUBMITTAL OR ACCOMPANYING DOCUMENTS THE NATURE AND 1.1.B. 1-1/2"-8" DIAMETER PIPE: 1"THICK. 3. MOUNT ALL CONTROLS FURNISHED AS ACCESSORIES TO EQUIPMENT AND PROVIDE ALL REASON FOR THE VARIATIONS. 2. INCLUDE INSULATION OF FITTINGS AND VALVES. KEEP VAPOR BARRIERS INTACT.APPLY TO CONTROL WIRING REQUIRED FOR PROPER OPERATION.ALL WIRING SHALL BE IN CONDUIT 6. EACH MANUFACTURER OR HIS REPRESENTATIVE MUST CHECK THE APPLICATION OF HIS MANUFACTURER'S RECOMMENDATIONS. F. VALVES EQUIPMENT AND CERTIFY AT TIME OF SHOP DRAWING SUBMITTAL THAT THE EQUIPMENT 3. HANDICAPPED LAVATORY INSULATION-INSULATE ALL EXPOSED WASTE AND WATER SUPPLY 1. INSTALL ALL VALVES AS REQUIRED BY NFPA 13, UL OR FM LISTED AND AS MANUFACTURED BY PER N.E.C.AND LOCAL CODE REQUIREMENTS. SPECIFIED HAS BEEN PROPERLY APPLIED AND CAN BE INSTALLED,SERVICED AND MAINTAINED PIPING UNDER LAVATORY WITH SAFETY COVERS PER ADA REQUIREMENTS AS GRINNELL,HAMMOND OR MILWAUKEE. WHERE INDICATED ON THE DRAWINGS.ADVISE ENGINEER IN WRITING WITH SUBMITTAL MANUFACTURED BY PLUMBEREX SPECIALTY PRODUCTS,MCGUIRE OR TRUEBRO• 2. ALL SHUT-OFF VALVES SHALL BE FITTED WITH TAMPER SWITCHES BY FIRE PROTECTION B. SEQUENCE OF OPERATION: DRAWINGS OF ANY POTENTIAL PROBLEMS.THE MANUFACTURER SHALL BE RESPONSIBLE FOR 4. REPAIR SECTIONS OF EXISTING PIPING INSULATION DAMAGED OR DAMAGED DURING THIS CONTRACTOR AND WIRED BY ELECTRICAL CONTRACTOR.TAMPER SWITCHES SHALL BE AS 1. NEW FAN-POWERED VAV' WITH DIGITAL CONTROLS FPVAV-1, FPVAV-2,FPVAV-3,FPVAV-4) ANY CHANGES THAT MIGHT BE NECESSARY BECAUSE OF PHYSICAL CHARACTERISTICS OF MANUFACTURED BY NOTIFIER, POTTER OR VIKING. B.A. CONTROL CONTR' . e• ; - - ' � - ' AND SHIP VAV TERMINAL UNIT DAMPER EQUIPMENT THAT HAVE NOT BEEN CALLED TO THE ENGINEER'S ATTENTION AT THE TIME OF CONSTRUCTION PERIOD. USE INSULATION OF SAME THICKNESS AS EXISTING INSULATION, ACTUATORS AND DDC CONTROLLERS TO THE VAV TERMINAL UNIT SUBMITTAL. INSTALL NEW JACKET LAPPING AND SEALED OVER EXISTING. G. FIRESTOPPING MANUFACTURER FOR FACTORY INSTALLATION. CONTROL CONTRACTOR SHALL 1. SEE SECTION 15050, BASIC MATERIALS AND METHODS. PROVIDE THE TERMINAL UNIT MANUFACTURER WITH NECESSARY WIRING AND B. RECORD DRAWINGS C. HVAC INSULATION (AS MANUFACTURED BY OWENS CORNING, KNAUF,SCHULLER,ARMSTRONG, MONITORING INSTRUCTIONS. 1. EACH CONTRACTOR OR SUBCONTRACTOR SHALL KEEP ONE(1)COMPLETE SET OF THE OR RUBATEX) B.B. CONTROL SHALL BE THROUGH DDC UNIT CONTROL MODULES AT EACH TERMINAL CONTRACT DRAWINGS ON THE JOB SITE ON WHICH HE SHALL REGULARLY RECORD ANY 1. INSULATE ALL UN-EXPOSED SUPPLY, RETURN,AND EXHAUST DUCTS WITH 1-1/2"THiCK FOIL SECTION 15400-PLUMBING FIXTURES AND EQUIPMENT UNiT,VAV COMMAND MODULE,AND WALL MOUNTED THERMOSTAT. DEVIATIONS OR CHANGES FROM SUCH CONTRACT DRAWINGS MADE DURING FACED REINFORCED KRAFT JACKET, FIBERGLASS DUCT WRAP FULLY SECURED TO DUCT. LAP A. GENERAL B.C. SUMMER CONTROL: DURING OCCUPIED HOURS,WHEN ZONE TEMPERATURE CONSTRUCTION. AND TAPE SEAMS AND SECURE TIGHTLY TO THE DUCTS WITH WIRE OR STICK PINS. 1. FURNISH ALL FIXTURES AND EQUIPMENT INDICATED AND SCHEDULED ON DRAWINGS, RISES ABOVE COOLING SETPOINT(74 DEGREES F,ADJUSTABLE),VAV DAMPER 2. THESE DRAWINGS SHALL RECORD THE INSTALLED LOCATION OF ALL CONCEALED EQUIPMENT, 2. ALL INSULATION TO BE APPLIED IN FULL ACCORDANCE WITH THE MANUFACTURER'S COMPLETE WITH ALL ACCESSORIES,CONTROLS,ETC.,AS REQUIRED. MODULATES AIR FLOW ABOVE MINIMUM AS REQUIRED,UP TO 100%. REHEAT PIPING, ELECTRIC SERVICE,SEWERS,WASTES,VENTS, DUCTS,CONDUIT, ETC.,BY MEASURE RECOMMENDATIONS AND COMPLY WITH 25/50 FLAME AND SMOKE HAZARD RATINGS PER 2. INSTALL IN FULL ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND PLACE IN COiL CONTROL VALVE SHALL BE CLOSED TO THE COIL. WHEN ZONE TEMPERATURE DIMENSIONS TO EACH SUCH ITEM FROM COLUMN CENTERLINES OR READILY IDENTIFIABLE ASTM E-84, NFPA 255 AND UL 723. SATISFACTORY OPERATION. DROPS BELOW COOLING SETPOINT(74 DEGREES F,ADJUSTABLE),VAV DAMPER AND ACCESSIBLE WALLS OR CORNERS OF THE BUILDING.PLANS ALSO SHALL SHOW INVERT 3. INSULATE REFRIGERANT SUCTION LINE WITH 1/2" ELASTOMERIC FOAM INSULATION WITH MODULATES AIR FLOW DOWN TO MINIMUM TERMINAL UNIT SETTING. REHEAT ELEVATION OF SEWERS AND TOP ELEVATION OF ALL OTHER BELOW-GRADE LINES. JOINTS AND SEAMS SEALED VAPOR TIGHT. SECTION 15700-HVAC SYSTEMS AND EQUIPMENT COiL CONTROL VALVE SHALL MODULATE OPEN TO MAINTAIN ZONE TEMPERATURE 3. RECORD DRAWINGS SHALL BE KEPT CLEAN AND UNDAMAGED AND SHALL NOT BE USED FOR 4. INSULATE AIR CONDITIONING CONDENSATE DRAIN PIPING WITH 1/2"THICK MOLDED SETPOINT. ANY PURPOSE OTHER THAN RECORDING DEVIATIONS FROM WORKING DRAWINGS AND FIBERGLASS INSULATION. A. GENERAL B.D. WINTER CONTROL: DURING OCCUPIED HOURS,WHEN ZONE TEMPERATURE EXACT LOCATIONS OF CONCEALED WORK. 5. PROVIDE REMOVABLE INSULATION SECTIONS TO COVER PARTS OF EQUIPMENT WHICH MUST 1. FURNISH ALL EQUIPMENT,MATERIAL,LABOR,TOOLS,ETC.,FOR THE COMPLETE HVAC DROPS BELOW HEATING SETPOINT(68 DEGREES F,ADJUSTABLE),VAV DAMPER AFTER THE PROJECT IS COMPLETED,THESE DRAWINGS SHALL BE DELIVERED TO THE ARCHITECT IN BE OPENED PERIODICALLY FOR MAINTENANCE INCLUDING METAL VESSEL COVERS, SYSTEM.INSTALL COMPLETE AND PLACE IN OPERATION. MODULATES TO MINIMUM SETTING. NORMALLY OPEN 2-WAY ELECTRONIC SHEET TITLE: GOOD CONDITION,AS A PERMANENT RECORD OF THE INSTALLATION AS ACTUALLY CONSTRUCTED. FASTENERS,FLANGES,CHILLED WATER PUMPS, FRAMES AND ACCESSORIES. 2. CONTRACTORS BIDDING THIS PROJECT SHALL VISIT THIS SITE AND FAMILIARIZE THEMSELVES REHEAT COIL CONTROL VALVE MODULATES AS REQUIRED TO FULL OPEN POSITION. 6. REPAIR DAMAGED SECTIONS OF EXISTING MECHANICAL INSULATION DAMAGED DURING THIS WITH ALL CONDITIONS AFFECTING THEIR WORK.SUBMISSION OF A BID ON THIS PROJECT WHEN ZONE TEMPERATURE RISES ABOVE HEATING SETPOINT(68 DEGREES F, SECTION 15050-BASIC MATERIALS AND METHODS CONSTRUCTION PERIOD. USE INSULATION OF SAME THICKNESS AS EXISTING INSULATION, SHALL BE CONSTRUED AS HAVING SUCH KNOWLEDGE. ADJUSTABLE),VAV DAMPER MODULATES AiR FLOW DOWN TO MiNIMUM MECHANICAL AND PLUMBING INSTALL NEW JACKET LAPPING AND SEAL OVER EXISTING. 3. VERIFY EXACT CONDITIONS IN FIELD AND COORDINATE WITH THESE DRAWINGS AND OTHER POSITION. REHEAT COIL CONTROL VALVE MODULATES TO CLOSED POSITION. SPECIFICATIONS 7. REPLACE DAMAGED INSULATION WHICH CANNOT BE REPAIRED SATISFACTORILY,INCLUDING TRADES BEFORE BEGINNING NEW WORK. B.E. VAV DAMPER OPERATION AND SPACE TEMPERATURE SHALL BE INDICATED AT _ A. GENERAL COMPUTER CONTROL PANEL THROUGH DDC CONTROL AT EACH TERMINAL. 1. PROVIDE ALL MATERIALS, LABOR, EQUIPMENT,AND ACCESSORIES REQUIRED TO FURNISH UNITS WITH VAPOR BARRIER DAMAGE AND MOISTURE SATURATED UNITS. 4. DETERMINE EXACT LOCATIONS FOR ALL NEW AND RELOCATED EQUIPMENT, PIPING, AND INSTALL THE MECHANICAL ITEMS IDENTIFIED IN THIS SECTION. CONDUITS AND DUCTWORK IN FIELD. 2. THIS SECTION INCLUDES BASIC MECHANICAL MATERIALS AND METHODS TO COMPLEMENT 5. COORDINATE WORK OF THIS CONTRACT WITH OTHER TRADES.CONFLICTS SHALL 2. TOILET ROOM EXHAUST FAN (EF-1) OTHER DIVISION 15 SECTIONS IN THIS SPECIFICATION AND REQUIREMENTS INDICATED ON IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.ARCHITECT'S B.A. INTERLOCK FAN WITH LIGHT SWITCH TO OPERATE WHEN LIGHTS ARE TURNED ON THE MECHANICAL DRAWINGS. RESOLUTION TO CONFLICTS SHALL BE FINAL. (INTERLOCKING WIRING)BY ELECTRICAL CONTRACTOR. Mp000 MECHANICAL SYMBOLS RESPONSIBILITY SCHEDULE HVAC E = EXISTING, T = TENANT, GC = GENERAL CONTRACTOR, LL = LANDLORD E FURNISH INSTALL NA REMARKS HVAC T GCI LL T GC LI ---- CONDENSATE DRAIN (CD) VAV • • SEE NOTES ON M100 AND M200 NI 0 It ' 14] 01 CONNECT TO EXISTING ROOFTOP CONDENSING UNIT FIELD ' INSTALLED ACCESSORIES STRUCTURAL SUPPORTS FOR I • OX KEYNOTE ROOFTOP CONDENSING UNIT(S) ROOFTOP CONDENSING UNIT(S) • -- VACCESS DOOR/PANEL ROOF OPENINGS I • -- 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 11 SUPPLY DUCT- UP FAN COIL UNIT(S) • -- DUCT HEATER(S) • Rebecca Olson 1111 SUPPLY DUCT- DOWN RELIEF AIR/OUTDOOR AIR FAN(S) • -- ARCHIT EC T DIFFUSERS AND GRILLES • • SEE NOTES ON M100 AND M200 .I RETURN OR EXH. DUCT- UP Rebecca Olson Architect, LLC LOW PRESSURE DUCTWORK • • I • SEE NOTES ON M100 AND M200 2145 Ford Parkway, Suite 301 TEMPERATURE CONTROL SYSTEM • • SEE NOTES ON M100 AND M200 Saint Paul, Minnesota 55116 - RETURN OR EXH. DUCT- DOWN f 651.888.6885 DUCT SMOKE DETECTOR(S) • • SEE NOTES ON M100 AND M200 Ill CONSULTANTS: J'--, ELBOW W/TURNING VANES TOILET EXHAUST FAN • • SEE NOTES ON M100 AND M200 RESTROOM EXHAUST STUB-IN • SEE NOTES ON M100 Gaiisriiai 4 THERMOSTAT AIR BALANCE REPORT-TABC • -- AS-BUILT DRAWINGS • scmoore 0 REMOTE TEMPERATURE SENSOR Mechanical and Electrical Engineers 700 Rosedale Towers * DUCT SMOKE DETECTOR 1 700 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 TYPE0 _ — — XXX XxX=AIR TERMINAL FACE SIZE XXX =CFM E4- RETURN AIR —_>.. SUPPLY AIR f►,— EXHAUST AIR SEAL/SIGNATURE NE MOTORIZED DAMPER _— _ _ _ ED PJiQf S'`�R ffJj GINF,' �y FIRE DAMPER - - — 4'58899PE`P SUPPLY AIR TERMINAL A co OREGON co 1, fiber 22' c. RETURN GRILLE G4 D. Hi3+5 Ires 26-30 _I I 1 LINEAR SLOT DIFFUSER l ( E (E) EXISTING EQUIPMENT (R) RELOCATED EXISTING EQUIPMENT E FURNISH INSTALL NA REMARKS PLUMBING T GC LL T 'GC LL S/A SUPPLY AIR SAN,VENT, AND CW PIPING STUB-INS • TO TENANT SPACE - R/A RETURN AIR SAN,VENT, CW, HW, AND OTHER 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 • I -- • 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: PLUMBINGGAS PIPING AND ACCESSORIES •_ -- GAS METER • -- MORPHE AS BUILT DRAWINGS • _ WASHINGTON SANITARY VENT(V) COLD WATER (CW) SQUARE - - HOT WATER (HW) SPACE #B07 9577 SW WASHINGTON SQUARE RD. SANITARY WASTE (SW) TIGARD, OR 97223 ——-- CONDENSATE DRAIN (CD) I _ E DC) 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 REQUIRED0 M0036 CONNECT TO EXISTING FIRE EXTINGUISHERS • -- • A/E PROJECT NO.: 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 I LL/PERMIT/BID 11.02.2018 SHEET TITLE: MECH. AND PLMB. RESPONSIBILITY SCHED. & MECH. SYMBOLS IN I 4 ) It ._, (------\\, (---, „,s_.) T ;/ 0 0 W 24x12 00 24x12 R1 ® I ®m 24x12 I __ _ - . __ _ _ . _ r rrr�rrrrrrr�+rrw►�►��r, �r�,� �r vr.►rr�rir RD 11 (E)OPEN MALL RETURN DUCT-� � tr�rrrrrwrrr•r r r „a., z_ .. �_' rr 11.1771. IIIMMIIRI' 8" •_ ', 77 150 S2 1 J� 11 (E 0 411111EM )MALL SUPPLY DUCT-�F I !�/:II' 22 FOURTMOR ET 4 H FLOOR F 1 O 3 .t ._.E 1 W .. ... I � SAN RANCISCCALIFORNIA 94103 ..,... • H = E 12" SIA 11 . . ........ 12 0 SIA I R3 14 ( ) �f...: I r� FLIT, • • 18"x14" S/A 12"(� SIA PVAV- I6 I I Rebecca Olson 8 _. I it A R C H 1 T E C T 52 1 f-- i . . . . . FPVAV-1 14 .t., 150 )) ::.... 1 t : : : ::.;. � : : ..� . . . . �� r I la 241 12 • i 80 SIA O R2 24x12 O s. 00 y, 1 ® Rebecca Olson Architect, LLC /11////'T///j///�!//f//<%////// /fl///�//!////l/TIU�IIfI/flfll /IIIfI/fff///.'/!//J/I/1r /�s%Q'/Y/ /�Y/ 12 • 80 SIA 4 �� O 51 375 ; . 2145 Ford Parkway, Suite 301 .: - µ I - - - - �� _ r",t T Saint Paul, Minnesota 55116 12°0 SIA T _ - LJ 4 _ - _ ® - ____ . _ - - . - ) -4 3$ 651.888.6885 1. -36x2Q TIA 16 FPVAV 1 2 O 12x12 II 8x6 TIA / 12" „ . 12 a 12" CONSULTANTS: S3 370 I IL Q 16 ©O FPVAV 3 % ©O ©� 375 +,�1 :..: O® 375 Q 45D ®O13 60 SIA_ .. . L I ` x 52 r % r1 Q"0 SIA in 120 T zo- . �; ` - 12"0 51A 12"0 SIA :. • • 12"0 SIA I E O I . .. l _ 1I 12"0 SIA 1 El ''' ' 84V100re 'i ti\M ( T .....t...... I. ..... --�� i Mechanical and I r I ! I 10x14 SIA . .�\ 1 16x14 5/A i Elec ricl En / , i f. f 17�0 WestHighwayog 36 8 I 245 �O I Saint Paul, Minnesota 55113 12x12 16 22x12 TIA-Li: . 0 ' 1 1 i ©O .:: .. . ... ..4 (651)639-9606 FAX 639-9618 S3 12"0 S/A (TYP. OF ALL Q:. g ,., 0 Project No. 86365 370 II I 8.. NEW DUCTWORK) f • . .....• • :. I%////////// ; /� 4 I 245CO Li Q- - � �� 10" � 0 350 ®O NI I \ _ 1 N 6 O • A 0 k< di. e ... 0 , _ 12"0 SIA J 12x12 4 IFPVAV-2 14 ( ? FPVAV 2 , / ` 12" _ 12" i 12" 12" S3 370 10"0 51A-� FPVAV-40O® 375 * ©o rk.4 375 O. 375 �O ©O 450 �� 24x12 R1 TYPE SiOD FF a .e : X10"0 S/A USERS° ® 12"0 S/A�� lei I 0 12"0 SIA-- --.-12"0 SIA 12"0 SIA -4-- /% I 0 P n• ; ( 0 SEAL/SIGNATURE /' 6"0 EIA - 1/' 12x12 SIA I 000 I 8"0 SIA �'J (TYP.)® 5��D QNQf f�f/ L_.--• PVAV-4I - - 58899PE l 10"0 S/A- 10x14 SIA ao 1 9 ® / I I 14x14 SIA _ ®i 1 I ( ® l _ �_ _ '�i , o OREGON 0, 0 j �" ti iI � �. I I -.. , �naber 22 G p. %1 / 350<-110" ®© ! it : :• k.... !# tll�' ii��A O. HASH. i { ./////.z ,��.�► .�,.►.�.c� • .ice i�i�rw.w.�.�►,rr iyrsii�nririsrirr�rr��i"- ;7-•�- �� ►►iii►i':i'ri''rsriliii ':. '' f •+w i� . .iii.►.�.,I�.r�,�.�.�,�.�r,�.�.s.�.�.�.�wiwiiisi�viy m s'�rii��rr� . .. .. _ _ .. . ... ..w_...... ........... _..., o :: . saw.=. e, -. ,. ...... _ -. _.. .. _ . ......_. .... ._._.�r - . - . _ 06-30-1 24x12 GIG, 24x12 m® 24x12 m® ®m 24x12 i I I 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 OF A 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 1N 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 ThMECHANICAL PLAN PROJECT: M 100 1/4"=1'-0" MORPHE STRUCTURAL ELEVATIONS GENERAL NOTES MECHANICAL PLAN KEYNOTES WASHINGTON SQUARE 0PROVIDE REMOTELY OPERATED CABLE DAMPER AT DIFFUSER FACE. REFER TO 1/M200 AND AIR DEVICE 0NEW 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 IS RESPONSIBLE FOR THE COORDINATION SCHEDULE ON M200. EXHAUST DUCT TO EXISTING EXHAUST DUCT MAIN PROVIDED BY LANDLORD IN ADJACENT TENANT SPACE. SPACE #B07 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. a NEW DUCT SMOKE DETECTOR PER LANDLORD AND LOCAL JURISDICTION REQUIREMENTS. WALL PENETRATED IN ORDER TO CONNECT TO MALL EXHAUST. INCLUDE ALL NECESSARY WORK REQUIRED 9577 SW WASHINGTON SQUARE RD. STRUCTURAL DRAWINGS HEIGHTS UNAVAILABLE 2. ALL ROOF CUTTING, PATCHING AND FLASHING REQUIRED SHALL BE BY A LANDLORD APPROVED ROOFING CONTRACTOR AT TENANT GENERAL CONTRACTOR'S EXPENSE" COORDINATE ROOF 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. TIGARD, OR 97223 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. COORDINATE WITH LANDLORD PREFERRED ROOFING CONTRACTOR. 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 FINISH FLOOR TO BOTTOM 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 OR CONCRETE BEAMS/JOISTS, PIPING, ETC. SHOWN 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 WITH FOIL VAPOR BARRIER (INTERNAL INSULATION DUCT LINERS ARE NOT ALLOWED). PROVIDE ( ) IS APPROX. 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, 12 REFER TO CEILING TRANSFER AIR DETAIL 5/M200 FOR DUCTWORK BOOT AND ORIENTATION OF GRILLE. A/E PROJECT NO.: M0036 a 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 13 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 CONDUCTA COMPLETE INSPECTION OF THE INSTALLATION AND REPORT ANY DEVIATIONS FROM THE O FLEXIBLE DUCT TO AIR TERMINAL INLET. PROVIDE SMOOTH TRANSITION TO RIGID DUCT WITH PROPER 0 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/M 200 FOR ROUND TAKE OFF REQUIREMENTS" REQUIRED. (TYPICAL). SEE 1/M200. 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 15 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. AT 48 ABOVE FINISHED FLOOR. VERIFY COMPATIBILITY WITH FINISHED FLOOR. LL/PERMIT/BID 11.02.201$ 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. 0 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). 04 INSTALL NEW SHEETMETAL DUCTWORK IN ACCORDANCE WITH SMACNA STANDARDS AND ALL APPLI10. 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 LOCAL CODES. INSTALL DUCTWORK WITHS HIGH AS POSSIBLE/PRACTICAL JOIST 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 BID. 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. r 1 SHT.MTL.ELBOW REQUIRED SECURELY TAPE VINYL FLEX 7---,-_-- 7: 7:3-- - . DUCT TO SHT. MTL.W/MIN. 7:—� m ____7_____ OF(2)CONTINUOUS WRAPS / \ / \ / FLANGED AND GASKETED JOINT SEAL ALL INSULATION SEAMS Wim.. '` TO S.A. OR DUCT CONNECTION AND RE- AND JOINTS WI 2" FRK VAPOR 3 �-- OF DUCT TAPE.STRAP CLAMP MAIN INSULATED OVER FLEX DUCT INSULATION T ROOF JOIST ENFORCEMENT IN ACCORDANCE RETARDING ADHESIVE TAPE IN -s AND VINYL TO SHT. MTL. W/SMACNA 2 W.G.CLASS,SEAL ACCORDANCE W/MANUF. +� �J_ ROUND DUCT TAPE INSULATION TO DUCT �""'^--HANGER WIRE NON-GASKETED TRANS-VERSE STDS.(TYP.} _' - r.L ANCHOR UNISTRUT TO EACH SIZE EACH SPRING i. _---1-1F-1_ ,-' _� SHEET MTL DUCT HANGER �� BEAM(TYP.).SPAN MINIMUM ISOLATOR PER SPRING VIBRATION � � �°� � ^^'� TO FORM GOOD SEAL JOINTS IN ACCORDANCE W/ SMACNA CLASS C (TYP.) 8" LONG SHT.MTL SECTION OF 1 BEAN PAST UNIT IN MANUFACTURER'S ,- _ - _. _ 4 SECURED TO DIFFUSER COLLAR SPIRAL DUCT ISOLATOR TYP.OF ( EACH DIRECTION. CORNER WEIGHT DATA. ( EACH HANGER) - - W/MIN.(3)SHT.MTL.SCREWS, EXTERNAL INSULATION SHALL BE `J .-.- � : � INSULATED FLEXIBLE CONNECTION DUCT TAPE AND MASTIC. RUN CONTINUOUS THRU HANGERS _' (MIN.3 FT.,MAX.5 FT.) 11111VTRANSITION FROM DUCT SIZE TO DIFFUSER NECK SIZE AS AIR �~ � � / al VOLUME DAMPER WITH LOCKING �, NECESSARY MAIN DUCT MORPHS QUADRANT. DAMPER TO BE i 1 1-1/2"WRAPPED FLOW 22 FOURTH STREET,4TH FLOOR ACCESSIBLE A7 DIFFUSER FACE. THERMAL INSULATION BLANKET �� RUBBER SAN FRANCISCO,CALIFORNIA 94103 REQUIRED FOR FIRE RATED INSULATION -'4. -- � GROMMET �' \\._ CEILINGS ONLY. 1-/11 ii =,7 CONICAL OR BELLMOUTH SPIN-INTAPE DOWN EXTERNALFITTING,SEAL AIRTIGHT W/MASTIC ... Rebecca Olson :/ / \ / \ / INSULATION ■ DIRECTIONAL BLOW PLATE / MOUNTING ARCHITECT GYP. BD.CEILING STEEL CLIPPED ON DIFFUSER RODS. ROOF JOIST FASTEN W/MIN. (3)SHT. MECH EQUIPMENT BRACKET INTEGRAL SEE NOTE BELOW. MOUNTING FRAME REQUIRED HANGER WIRE MTL.SCREWS,SEAL W/ TO UNIT FOR GYP. BD.CEILING DUCT TAPE AND MASTIC Rebecca Olson Architect, LLC SUPPLY AIR DIFFUSER(LAY-IN FRAME) INSTALLATION.SEE DETAIL THIS -gyp SHEET MTL. DUCT HANGER 4 ® 2145 Ford Parkway, Suite 301 SHEET. /�� NOTE: ;�� ,t ��' /' RECTANGULAR DUCT ROUND RIGID DUCT Saint Paul, Minnesota 55116 ALL DIFFUSERS SHALL HAVE 4-WAY FACE PLATES WITH INTERNAL SECTORIZING �" \--HANGER ROD(TYP.OF EACH SUPPORT) 651.888.6885 BAFFLES FOR AIR PATTERN SHOWN.PROVIDE WITH THROW REDUCING VANES. i _�,.-�'`�EXTERNAL INSULATION SHALL 14/2"WRAPPED INSULATION FOR QUANTITY.MANUFACTURER'S DATA 1-WAY,2-WAY&3-WAY ARE DESIGNATED ON PLANS BY SHADED AREA , „ „ „ „ _.�-"' BE RUN CONTINUOUS THRU FOR CONSULTANTS: HANGERS INDICATING INACTIVE SECTION. /D. LAY-IN DIFFUSER INSTALLATION DETAIL 2 DUCT HANGING DETAILS r3- ROUND DUCT TAKEOFF DETAIL UNIT HANGING DETAILS GaUSinan %M200 N.T.S. \ 20� N.T.S. L122(y N.T.S. &wore MN.T.S. � Mechanical and Electrical Engineers 700 Rosedale Towers AIR DEVICE SCHEDULE 1700 West Highway 36 Saint Paul, Minnesota 55113 (651)639-9606 FAX 639-9618 Project No. 86365 0 AIR DEVICES SUPPLIED AND INSTALLED BY CONTRACTOR SYMBOL KEY- DAMPERS- FIRST LETTER: S-SUPPLY R-RETURN (SHALL BE OPERABLE FROM FACE) E-EXHAUST "A"-OPPOSED BLADE "B"-RADIAL OPPOSED BLADE CATALOG NUMBERS REFER TO TITUS "C"-RUSKIN CFD OR CFDR FIRE DAMPER WI N- VOLUME CONTROL PROVIDE THROW AS INDICATED "D"-YOUNG'S REGULATOR,DRP RETURN AIR PLENUM ABOVE CEILING MODEL#800AWO FINISH- "A"-WHITE,G.C.TO FIELD PAINT BORDER STYLE- "B"-WHITE "A"-SURFACE MOUNTED "B"-LAY-IN,PROVIDE WITH PLASTER FRAME MINIMUM DIMENSION: FOR DRYWALL WALL/CEILING 07- }OF"A"UNLESS MOUNTING OTHERWISE NOTED "C"-LAY-IN FRAME FOR T-BAR CEILING PAINT INSIDE OF "D"-DRYWALL CEILING MOUNTING- SEAL/SIGNATURE DUCTWORK ��" BORDER TYPE 22 BLACK AIRFLOW SIZE MOUNTING MATERIAL BORDER , TAG CAT. NO. FINISH PPR. STYLE �(Q`�•� ruo�"E�' MOD. NECK CLG. OTHER STEEL ALUM. �S�+�YN 4. "A" 24" MINIMUM Si OMNI 24"x24" SEE PLAN • • B 0* B �'58899PE� -4-- S2 OMNI 24"x24" SEE PLAN • • B A C tll 4) S3 300RL 12"x12" 12"'0 DUCT MTD. • A A A A OREGON4 • • • • • • • • • • • '► S4 OMNI 12"x12" 8"Q I I B 0* B '1164 D HPer2�y ('Z` f F'` CEILING-- 3 SALES BOH Rl 50F 24"x12" I B B IA. R2 SOF 24"x12" •i •• a C Ires 06-30-3 - *DIFFUSERS IN INACCESSIBLE CEILINGS:PROVIDE YOUNG REGULATOR OVAL CABLE CONTROLLED 5 CEILING TRANSFER GRILLE D ETA I L DAMPER,MODEL 800AWO(OR EQUAL)REMOTELY OPERATED CABLE BALANCING DAMPER. YOUNG REGULATOR CO.(440) 232-9700 WWW.YOUNGREGULATOR.COM �M200 N.T.S. FAN POWERED VARIABLE AIR VOLUME BOX SCHDULE DESIGN COOUNG HEATING ELECTRICAL DATA FAN DATA ELECTRIC HEATING COIL WEIGHT TAG MANUFACTURER MODEL it INLET AREA COOUNG AIRFLOW AIRFLOW MIN AIRFLOW (LBS) REMARKS STORE #: SERVED (CFM) (CFM) (CFM) FLA VOLT/PHASE HP SIZE SP (IN H20) COIL POWER REHEAT STAGES LAT CO 040 FPVAV-1 TRANE VSEF 12' SALES 1820 1345 1820 37.91 A 208V/3 0.5 06SQ 0.25 12 KW 2 88.77 136 1, 3, 4, 5, 6, 7, 8, 9, 10 FPVAV-2 TRANE VSEF 12' SALES 1820 3452 1820 37.91 A 208V/3 0.5 O6SQ 0.25 12 KW 2 88.77 136 1, 3, 4, 5, 6, 7, 8, 9, 10 PROJECT: FPVAV-3 TRANE VSEF 12' B.O.H. 1530 760 1530 21.25 A 2080 0.5 O6SQ 0.25 6 KW 1 79.99 136 2, 3, 4, 5, 6, 7, 8, 9, 10 FPVAV-4 TRANE VSEF 8' STUDIO 700 615 700 15.40 A 208V/3 0.3 O3SQ 0.25 4 KW 1 83.70 106 2, 3, 4, 5, 6, 7, 8, 9, 10 MORPH E 1. TRANE SUPPLIED CONTROLS: UC210 DDC BASIC (ELECTRIC HEAT — STAGED. 2. TRANE SUPPLIED CONTROLS: UC210 BASIC (ELECTRIC HEAT — ODULATING SCR). WASHINGTON 3. VAV FURNISHED AND INSTALLED BY MECHANICAL CO - ►r 0 4. MECHTENANTANICALNAME TRAC ORN SHALL LL FURNISHLAS REQUIRED BY , DIGITAL , OLS COMPATIBLE WITH LANDLORD'S SYSTEM. VERIFY ALL REQUIREMENTS IN FIELD AND WITH LANDLORD PRIOR TO BID. 5. PLACE SQUARE 6. MAY NOT INSTALL ANY CONTROL INTERFACE THAT ALLOWS ACCESS TO THE VAV BOX CONTROLLER FROM A REMOTE LOCATION (I.E. COMPUTER, PHONE LINE, INTERNET CONNECTION). SPACE #B07 7. FIELD INSTALLED DISCONNECT SWITCH. 8. STANDARD ACTUATOR. 9577 SW WASHINGTON SQUARE RD. 9. BOTTOM ACCESS. TIGARD, OR 97223 10. 1' FOIL FACED INSULATION. FAN SCHEDULE EQUIP. MANUFACTURER MODEL NO. CFM SP SONE VOLTS/PH REMARKS A/E PROJECT NO.: M0036 DRAWN BY: PAS EF-1 GREENHECK SPA190 140 0.1 0.5 120/1 1,2 CHECKED BY: KRU 1. VERIFY ELECTRICAL VOLTAGE/PHASE WITH ELECTRICAL CONTRACTOR PRIOR TO ORDERING UNIT. ISSUES AND REVISIONS: 2. FAN POWER INTEGRAL WITH RESTROOM LIGHT SWITCH. COORDINATE WITH ELECTRICAL.. 100%CHECKSET 10.22.2018 LL/PERMIT/BID 11.02.2018 VENTILATION SCHEDULE ,%\PERMIT/LL/TENANT REV. 12.20.2018 G040 PORTLAND,OR ASHRAE 62 ROOM NAME ZONE AREA AREA RATE AREA OA PEOPLE PEOPLE RATE PEOPLE OA TOTAL OA (SQ. FT.) (CFM/SQ.FT.) (CFM) (CFM/PERSON) (CFM) (CFM) 1 SALES 1732.5 0.12 208 26 7.5 195 403 2 SALES 1732.5 0.12 208 26 7.5 195 403 3 B.O.H. 1528 0.12 183 6 7.5 45 228 4 STUDIO 287 0.12 35 20 7.5 150 185 TOTAL --- 5280 --- 634 -- -- 585 1219 SHEET TITLE: MECHANICAL SCHEDULES AND DETAILS � --ms's��a`- 1c - . - JAW' .j z 1,1111 -:11:1___17.1.1_,L_17,,:::___.:_z________'ir.-__:=-4._:::-ILLI:.,..w.,:...:1==-± =7:.____:__-_L'_=-7-_-_-__7._.__1 -____1_-7::::___i_L:T=:___._r_sli,'______1,___:_.______H_Irr.;777.z.r...,......:11pri:riii4:77L7z77-1:......,_=.",j-=,=_=L_,___,___„_±_:=__L_:___i,,--il__i__,___,_H__,_7_11=_,.::,„.1__,___--i--:-------_---::_-_,„„wili_Tv____'__'____Tipil-„_-_-_______=_-=-:::::,,, _ _--,_ __________ ____ _ ____....___ _T_____,___ ___ __ ...,_L__,,4..,____ __,74,,.. , _____ ,___,i._ _ .... ._____, „._, -- .4 T_SP.ft_l=.1 5 -_....E.-- - '7,-+A.S.___,--fra,_- ,Aii.a. -=. ,: - ,--- • rim .i fel l ram - MORPHE 22 FOURTH STREET,4TH FLOOR In the following requirements,blank checkbpxes identity requirements that the applicant has not acknowledged as being met.Checkmarks u 2. Energy recovery ventilation systems.Individual tan systems that have both a design supply air capacity 015,000 cfm or greater and a SAN FRANCISCO,CALIFORNIA 94103 identify requirements that the applicant acknowledges are met or excepted from compliance.'Plans reference page/section'identifies where in minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. the plau'rs%apecs the requirement can be verified as tieing satisfied. Extagption(s); (ftCOMcheck Software Version 4.0.5.4 Requirements Specific To:HVAC System 1 • U Where energy recovery systems are prohibited by the International Mechanical Code. t. Newly purchased equipment meets the eftipency requirements. U Systems serving spaces that are not cooled and are heated to less than fig F. Reb e e e a Olson Li L] Where more than 60 percent of the outdoor heating energy Is provided from site recovered or site solar energy, MechanicalII o m p i a n c e a rt i i cafe 0 2- Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 dm or greater and a (J Type 1 kitchen exhaust hoods. A R C H I T E C T minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. Exception(s): U Cooling systems In climates with a 1-percent ruling design wet-bulb temperature less than 64"F(18'C). © Where energy recovery systems are prohibited by the International Mechanical Code,- V Systems requiring dehumidification that employ series style energy recovery coils wrapped around the cooling coil when the evaporative coil is located upstream of the exhaust air stream. L] Systems serving spaces that are not cooled and are heated to less than 60'F. U Systems exhausting toxic,flammable,paint exhaust,corrosive fumes,or dust. Rebecca Olson Architect, LLC Section 1: Project Information (] Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. 0 Laboratory fume hood systems that include qualifying features. 2145 Ford Parkway, Suite 301 Energy Code;2014 Oregon Energy Efficiency Specialty Code u Type t kitchen exhaust hoods Project Title:Morphe Washington Square 0 Cooling systems in climates with a 1-percent cooting design wet-bulb temperature less than 64-F(18".CJ, Plans retarence page/section' Saint Paul, Minnesota 55116 Project Type:Alteration 0 Systems requiring dehumidification that employ series-style energy recovery coils wrapped around the cooling coil when the Generic Requirements:Must be met by all systems to which the requirement Is applicable: 651.888.6885 evaporative coil is located upstream of the exhaust air stream. 0 1. Calculation of heating and cooling loads.Design bads are determined in accordance with the procedures described in the Construction Site: OwneNAgent: Designer/Contractor: 0 Systems exhausting toxic.flammable,paint exhaust,corrosive fumes,or dust. ASHRAE/ACCA Standard 183.Alternatively.design loads have been determined by an approved equivalent computation procedure. CONSULTANTS: Space#1307 Kallie Ulrich 9577 SW Washington Square Rd. Gausman&Moore L] Laboratory fume hood systems that Include qualifying features, Li 2. Packaged Electric Equipment.Specified packaged electrical equipment has a heal pump as the primary heating source. Portland,OR 97223 700 Rosedale Tower 1700 MN-36 W Plans reference page'section: Exception(s): Saint Paul,MN 55113 u Unstaffed equipment shelters or cabinets usedsoley for personal wireless service facilities. GaISMal 651.604.3125 Requirements Specific To:HVAC System 2: 0 Requirement is not applicable. kulrich@gausullan.cpm © 1. Newly purchased equipment meets the efficiency requirements. Plans reference page.sec &Moore tion• © 2. Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5.000 cfm or greater and a 3, Equipment and system sizing.Healingand coolingequipment and systems capacity do not exceed the loads calculated in accordance Section 2: General information minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. © Exception(s): with Section 503.2.1. Mechanical and ExceppoMs): Building Location(for weather data): Portland,Oregon L] Where energy recovery systems are prohibited by the International Mechanical Code. 0 Required standby equipment and systems provided with controls and devices that allow such systems or equipment to operate Electrical Engineers Climate Zone: 4c L] Systems serving spaces that are not cooled and are heated to less than 60`F, automatically only when the primary equipment is not operating. 700 Rosedale Towers 0 Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. L i Multiple units of the same equipment type with combined capacities exceeding the design bad and provided with controls that 1 700 West Highway 36 Section 3: Mechanical Systems List 0 Type t kitchen exhaust hoods. have the capability to sequence the operation of each unit based on load. Saint Paul, Minnesota 55113 Quantity System Type&Description L] Cooling systems in climates with a 1-percent cooling design wet-bulb temperature less than 64'F(18"C), Plans reference page/section- (651)639-9606 FAX 639-9618 O Systems requiring dehumidification that employ series-style energy recovery coils wrapped around the cooling coil when the ©4. HVAC Equipment Performance Requirements.Reported efficiencies have been tested and rated in accordance with the applicable test Pro jest NO. 86365 1 HVAC System 1(Singte Zone)-: evaporative coif is located upstream of the exhaust air stream. refficiencythrough approved Heating:1 each-"Central Furnace,Electric,Capacity=41 kgtu/h procedure.The has been verified certification under an certification program or,it no certification program No minimum efficiency requirement applies 0 Systems exhausting toxic,flammable,paint exhaust,corrosive fumes,or dust. exists,the equipment efficiency ratings are supported by data furnished by the manufacturer, Fan System: FPVAV-1 i Sales-Compliance(Motor nameplate HP method):Passes L] Laboratory fume hood systems that include qualifying features. ©5. Thermostatic Controls.The supply of heating and cooling energy to each zone is controlled by individual thermostatic controls that respond to temperature within the zone. Fans: FAN 1 Supply.Single-Zone VAV,1820 CFM,0,5 motor nameplate hp Plans reference pagetsection Plans reference page/section: 1 HVAC System 2(Single Zone): Requirements Specific To:HVAC System 3: L]6. Set point overlap restriction.Where used to control both heating and cooling.zone thermostatic controls provide a temperature range Heating:leach-Central Furnace,Electric,Capacity 41 IrBtu h or deadband of at least 5''F(2.8,C)within which the supply of healing and cooling energy to the zone is capable of being shut oft or P y- L] 1. Newly purchased equipment meets the efficiency requirements, reduced to a minimum. No minimum efficiency requirement applies 02. Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 cfm or greater and a 'Exception(s).' Fan System: FPVAV-2 I Sales--Compliance(Motor nameplate HP method):Passes minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. Exception(s):tion(sJ. Fans: © Thermostats requiring manual change over between heating and cooling modes. FAN 2 Supply.Single-Zone VAV,1820 CFM,0.5 motor nameplate hp L] Where energy recovery systems are prohibited by the International Mechanical Code. Plans reference page/section: 1 HVAC System 3(Single Zone); L] Systems serving spaces that are not cooled and are heated to less than 60"F. 0 7. Optimum Start Controls.Each HVAC system has controls that vary the start-up time of the system to just meet the temperature set Heating:I each-Central Furnace,Electric,Capacity.20 kBtu/h C Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. point at time of occupancy. No minimum efficiency requirement applies L] Type 1 kitchen exhaust hoods- Plans reference pagelsection- Fan System: FPVAV-3 I Back of House--Compliance(Motor nameplate HP method):Passes i] Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64=F(18"C). 0 8. Off-hour controls.Each zone is provided with thermostatic setback controls that are controlled by either an automatic time clock or Fans: 0 Systems requiring dehumidification that employ series-style energy recovery coils wrapped around the cooling coil when the programmable control system. FAN 3 Supply,Single-Zone VAV,1530 CFM,0.5 motor nameplate hp evaporative coil is located upstream of the exhaust air stream. ,Exceprion(s): 1 HVAC System 4(Single Zone): 0 Systemsexhausting paintZones that will be operated toxic,flammable, exhaust,corrosive fumes,or dust. C] Pe continuously. Heating:1 each-Central Furnace.Electric,Capacity.14 kBtu/h L] Laboratory fume hood systems that include qualifying features. (] Zones with a full HVAC bad demand not exceeding 6.800 Btu h(2 kW)and having a readily accessible manual shutoff switch. No minimum efficiency requirement applies SEAL/SIGNATURE Fan System; FPVAV-4)Studio-Compliance(Motor nameplate HP method):Passes Plans reference pagersection Plans reference page,section; 0 9. Shutoff damper controls.Both outdoor air supply and exhaust are equipped with not less than Class I motorized dampers. Fans: Requirements Specific To:HVAC System 4: ` c p PRO FAN 4 Supply,Single-Zone VAV,700 CFM,0.3 motor nameplate hp Q 1. Newly purchased equipment meets the ef�ciency requirements, �`�` PROF �S �r(s1x�� spy Section 4: Requirements Checklist �58899PE� e OREGON�0 Project Tale;Morphe Washington Square Report date:10.24/18 Project Title:Morphe Washington Square Report date:10.24;18 Project Tale;Morph°Washington Square Report date:10/24/18 A eAbb 2•� eData filename:P:186365'22_MECH\CALCULATIONS'+comchech.cck Page 1 of 6 Data filename:P:t86365+22Mdc. ECHICALCULATIONSkomchecck Page 2 of 6 Data filename:Pe,86365 MECli,CALCULATIONS`lomcheck,cxk Page 3 of 6 ' 6 erg 41) HAS‘' `Tres 0(r-30-1 blit_. Exception(s): spaces by a minimum of R-8 insulation.All ducts,air handlers and filter boxes are sealed.Joints and seams comply with Section 603.9 Excepton(s)° L] Gravity dampers shall be permitted for outside air Intake or exhaust airflows of 300 cfm or less- of the International Mechanical Code. Exception(s): © Systems where the function of the supply air is for purposes other than temperature control,such as maintaining specific humidity levels or supplying an exhaust system. Plans reference page/section: [] When located within equipment. L] When the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15"F(8°C). Plans reference page/section: controls,10.Freeze Protection and Snow melt system Freeze protection systems.such as heat tracing of outdoor piping and heat - exchangers,including self-regulating heat tracing,include automatic controls capable of shutting off the systems when outdoor air 0 20.Low-pressure duct systems.All longitudinal and transverse joints,seams and connections of low-pressure supply and return ducts are temperatures meet code criteria securely fastened and sealed with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric systems or tapes installed in Section 5: Compliance Statement Plans reference pagelsection• accordance with the manufacturers installation instructions. Exception(s): u 11.Se rate air distributions ems.Zones with specialprocess temperatureequirements and/or humidityrequirements are served by ❑ Continuouslylocking-type longitudinal joints and seams on ducts operating at static pressures less than 2 Inches w.g. Compliance Statement:The proposed mechanical alteration project represented in this document is consistent with the building plans. pa yst r Continuous welded and separate air distribution systems from those serving zones requiring only comfort conditions:or shall include supplementary control pressure classification. specifications and other calculations submitted with this permit application.The proposed mechanical alteration project has been designed provisions so that the primary systems may be specifically controlled for comfort purposes only. to meet the 2014 Oregon Energy Efficiency Specialty Code,Chapter 8,requirements in COMcheck Version 4.0.5.4 and to comply with the STORE #: 0 O Plans reference page/section: Exception(s): mandatory requirements in the Requirements Checklist. L i (503.2.4.8+j Zones requiring only comfort heating or comfort cooling that are served by a system primarily used for process rJ 21.Medium pressure duct systems.All ducts and plenums designed to operate medium-pressure are insulated and sealed In accordance temperature and humidity control. with Section 503.2.7.Pressure classifications specific to the duct system are dearly indicated on the construction documents. Paul Haslach-P.E. ignature ,/A„_,- 11/07/2018 Plans reference page/section: Plans reference page/Secton: Name-Title Date 12.Humidity control.If a system Is equipped with a means to add or remove moisture to maintain specific hhumidtty levels in a zone or r,] 22.High•pressure duct systems.Ducts designed to operate at high-pressure are insulated and sealed in accordance with Section 503.2.7. PROJECT: © Section 6: Post Construction zones,a humidity control device is provided. Compliance Statement In addition,ducts and plenums are leak-tested in accordance with the SMACNA HVAC Air Duct Leakage Test Manual. Plans reference a rsection; Plans reference page/section: u HVAC record drawings of the actual installation-System capacities,calibration information,and performance data for each equipment MORPH E P Bei 0 23.Air system balancing.Each supply air outlet and zone terminal device is equipped with means for air balancing in accordance with the provided to the owner. 13.Humidity control.Where a humidity control device exist it is set to prevent the use of fossil fuel or electricity to produce relative mechanical equipment and system provided to the owner by the mechanical contractor. l] requirements of IMC 603.17.Discharge dampers Intended to modulate airflow are prohibited on constant volume fans and variable [] HVAC O&M documents for all mecha humidity in excess of 30 percent.Where a humidity control device is used for dehumidification,it is set to prevent the use of fossil fuel volume fans with motors 10 horsepower. 0 Written HVAC balancing and operations report provided to the owner, or electricity to reduce relative humidity below 60 percent. WASHINGTON Exception(s); Plans reference page/section: The above post construction requirements have been completed. O Hospitals.process needs,archives,museums,critical equipmera•and other non-comfort situations with specific humidity ©24.Manuals.The construction documents require that an operating and maintenance manual be provided to the building owner by the • SQUARE requirements outside this range. mechanical contractor.See longdescription forspecifications. nP� Principal Mechanical Designer-Name Signature Date SPACE reference page/section: Plans reference page/section: SPACE #607 0 14.Humidity control.Where a humidity control device exists it is set to maintain a deadband of at least 10%relative humidity where no 0 25.Air System Design and COMM.Each HVAC system having a total fan system motor nameplate hp exceeding 5 hp meets the provisions active humidification or dehumidification takes place. of Sections 503.2.10,1 through 503.2.10.2. 9577 SW WASHINGTON SQUARE RD. Exception(s): O Heating for dehumidification is provided with heat recovery or heat pumping and the mechanical cooling system efficiency is 10 Plans reference pageisection: TIGARD, OR 97223 percent higher than required in section 503.2.3.HVAC equipment performance requirements. 0 26.Afiowable fan floor horsepower.Each HVAC system at fan system design conditions does not exceed the allowable fan system motor nameplate lip(Option 1)or fan system bhp(Option 2)as shown and calulated in requirement details. Plans reference page/section: Exception(s): 15.Ventilation.Ventilation,either natural or mechanical,is provided in accordance with Chapter 4 of the International Mechanical Code. © Hospital and laboratory systems that utilize flow control devices on exhaust and/or return to maintain space pressure relationships 0 Where mechanical ventilation is provided,the system has the capability to reduce the outdoor air supply to the minimum required by necessary for occupant health and safety or environmental control shall be permitted to use variable volume Ian power limitation, L] Chapter 4 of the International Mechanical Code. Individual exhaust fans with motor nameplate horsepower of 1 hp or less. Plans reference page/section: Plans reference page/section: u 16.Demand controlled ventilation(DCV).DCV is required for spaces larger than 500 ft2 for simple systems and spaces larger than 150112 L] 27-Mothorosrepnameplaatte horsepower.For each fan,the selected fan motor is no larger than the first available motor size greater than the brake for multiple zone systems. Exception(s):( P A/E PROJECT NO.: M0036 Exception(s): C] For fans less than 6 bhp,where the first available motor larger than the brake horsepower has a nameplate rating within 50 ❑ Systems with energy recovery complying with Section 503.2.6 percent of the bhp,selection of the next larger nameplate motor sae is allowed. PA DRAWN BY: ja Spaces less than 750112(69.7 m2)where an occupancy sensor turns the fan off,closes the ventilation damper,or doses the [] For fans 6 bhp and larger,where the first available motor larger than the bhp has a nameplate rating within 30 percent of the bhp, zone damper when the space is unoccupied. selection of the next larger nameplate motor size is allowed. CHECKED BY: KRU Plans reference page/section: Plans reference page/section. 28-Large Volume Fan Systems.Fan systems over 8.000(7 m3/s)dm without direct expansion cooling coils that serve single zones reduce ISSUES AND REVISIONS: 0 17,Kitaaen hoods.Kitchen makeup is provided as required by the Oregon Mechanical Specialty Code. 0 airflow based on space thermostat heating and cooling demand.A two-speed motor or variable frequency drive reduces airflow to a Exception(s): Where hoods are used to exhaustventilai°°ion air that would oihenvise be exhausted by other ten systems. maximum 60 percent of peak airflow or minimum ventilation air requirement as required by Chapter 4 of the International Mechanical 100%CH ECKSET 10.22.2018 ❑ Code,whichever is greater. 0 Kitchen exhaust systems that include exhaust air energy recovery complying with section 503.2.6. Exception(s): Li Systems where the function of the supply air is for purposes other than temperature control,such as maintaining specific humidity LL/PERMIT/BID 11.02.2018 Plans reference pagersec ion; levels or supplying an exhaust system. 0 18.Enclosed parking garage ventilation controls.In Group S-2,enclosed parking garages used for storing or handling automobiles employs Plans reference page?section: -automatic carbon monoxide sensing devices. u 29.All air-conditioning equipment and air-handling units with direct expansion cooling arid a cooling capacity at ARI conditions greater than Plans reference page;section: or equal to 110.000 8w/h that serve single zones have their supply fan operation controlled according to code specific requirements. 0 19.Duct and plenum insulation and sealing.All supply and return air ducts and plenums are insulated with the specified insulation.When - located within a building envelope assembly,the duct or plenum is separated from the building exterior or unconditioned or exempt Project True::Morphe Washington Square Report date:10/24.18 Project Title:Morphe Washington Square Report date:10+24/18 Project Tide:Morphe Washington Square Report date:10/24/18 Data filename:P:'86365122_MECHICALCULATIONSkamchedc,cdk Page 4 of 6 Data filename:Pa8636522_MECHiCALCULATIONS'+comchedc.cck Page 5 of 6 Data filename;P:i8636522 MECHi,CALCULATlONS`comchedt,cck Page 6 of 6 SHEET TITLE: MECHANICAL COMCHECK FORMS PLUMBING FIXTURE SCHEDULE I Q. 9 / TAG DESCRIPTION R WH-1 WATER HEATER: A.O. SMITH, ELECTRIC TANK, MODEL DEL-6, 6 GALLON, 1.5 KW, 120 - . r / / / / / //y/ // JIY/// V// //! f %f//// A/ Ai .fi//1//!///////.�'f/!////�//.//!.�///!//! VOLT, 10 GPH RECOVERY, PROVIDE 6" DEEP DRAIN PAN. MOUNT ON DECK ABOVE MOP E SINK. ( I � , I :--- AI ( ) it P 11 1' WC-1 WATER CLOSET:AMERICAN STANDARD CADET ELONGATED PRESSURE -ASSISTED ADA + • i/ L COMPLIANT-1 GPF 2467.100 - ;/ i PROVIDE TRIP LEVER ON OPEN SIDE OF FIXTURE ALTERNATIVE CONFIGURATION MODEL 1 4142.801. FURNISH WITH AMERICAN STANDARD MODEL 5910.110 OPEN FRONT SEAT- ADA COMPLIANT- COLOR TO BE WHITE. c xM+ , , Af 614 : i , E LAV-1 LAVATORY: AMERICAN STANDARD LUCERNE 0355.012 WIZURN 1231 CONCEALED ARM , i _ � CARRIER. I 1 FURNISH WITH KOHLER FORTE K-10215-4 CENTER SET SINGLE HANDLE FAUCET- 1.2 GPM. PROVIDE WITH GRID STRAINER DRAIN AND ADA INSULATION KIT. ...----7" I 3 i V .„-) / MORPHE WHA WATER HAMMER ARRESTOR: SIOUX CHIEF 653 A SERIES DR EQUAL BY PREVISION .1/ 22 FOURTH STREET,4TH FLOOR PLUMBING PRODUCTS, INC. ASAN FRANCISCO,CALIFORNIA 94103 •3" FD-1 FLOOR DRAIN: ZURN MODEL#Z -V:, CAST IRON BODY, COMBINATION INVERTIBLE / CLAMP AND ADJUSTABLE COL .R, 3" :OTTOM OUTLET WITH 6" ROUND NICKEL E /may A BRONZE STRAINER. INSTALL W ' H DE ' SEAL P-TRAP. i Rebecca Olson A R C H I T E C T ' jr/ /� / ///////, I I //////f////// / ll�f//////1/1 TP TRAP PRIMER: PRECISION PLUMBING PRODUCTS MODEL#PR 500 WITH ADJUSTABLE A ilk I I FLOW RATE, INTEGRAL VACUUM BREAKER AND INTEGRAL BACKFLOW PREVENTER. MOUNT ABOVE CEILING IN AN ACCESSIBLE LOCATION. NOTE: CONSULT PLUMBING Rebecca Olson Architect, LLC INSPECTOR PRIOR TO INSTALLING TRAP PRIMER. EQUAL BY SIOUX CHIEF OR ZURN. 2145 Ford Parkway, Suite 301 j Saint Paul, Minnesota 55116 4"FCO FLOOR CLEAN OUT: SIOUX CHIEF MODEL#834-4DNR FULLY ADJUSTABLE ROU D 4" A 651.888.6885 CLEANOUT WITH POLISHED CAST NICKEL RING, COVER,AND PLUG. PLUG TO BE . A AND WATER TIGHT. CONSULTANTS: AT ELEC. EQUIP. A O4 SEE ARCH DRAWINGS 4 MB-1 r______F__ MOP BASIN: FIAT MODEL MSB 2424 MOLDED STONE RESIN MOP SERVICE BASIN WITH FOR LOCATION • ® € l O 10" HIGH CAULKED WALLSCONNECOMPLETEWITH STAINLESS STEEL STRAINER AND DRAIN FOR / Gasman 3 • y MOP BASIN FAUCET: CHICAGO MODEL 540-LDB97SGCCP WALL MOUNTED FAUCET """"" WITH CHECK VALVES TO PREVENT CROSSOVER BETWEEN HOT AND COLD, WALL % I t 1 J )w..„7„,z/z.7-L.../././0/ �i�f, /�MOUNTED MIXING FAUCET WITH VACUUM BREAKER, SPOUT WITH 3/4" HOSE wl Mechanical and rs THREADS, INTEGRAL STOP ARMS, CHROME FINISH, AND WALL BRACE. ® i �if f 1714A°00 R sle tri le ETowers !!!' 0 SEE 4/P100 FOR \''--- / a 1 700 West Highway 36 / 2" WCO WALL CLEAN OUT: SIOUX CHIEF 873 SERIES 2" CLEANOUT COVER KIT WITH 20 GAUGE SEE 3/P100 FOR 0 PIPE SIZES Saint Poul, Minnesota 55113 STAINLESS STEEL CLEANOUT COVER, STAINLESS STEEL BOLT, AND CAST BRASS PLUG. , PIPE SIZES ♦ 4" FCO � (651)639-9606 FAX 639-9618 WC-1 _1 \ ' / Project No. 86365 C • WF-1 WATER DISPENSER:WATERLOGIC INFINITI UV TOWER HOT AND COLD MULTI STAGE 3 FD 1 - O -1 \ ' FILTRATION AND ULTRAVIOLET LIGHT SANITATION. PROVIDED BY OWNER. „��;; WH-1 O + TYP V� 1 / • 3"FD-1 13 MB-1 - • O •.- 2.1 s M._ , . '— CS _ '`l�► _ chi _�! O s -.1-2''WCO T I I IIS -- LAV-1 TP LAV-1 PLUMBING DOMESTIC WATER PLAN 2 PLUMBING WASTE AND VENT PLAN P100 1/4��`1'_0" 100 1/4"_1'-0„ SEAL/SIGNATURE is.- Li4 ES899PE mzo OREGON 0) 1 ,0a �0 0 I ,9G fiber si. G'S'4b. HASN'P I 2" fres 06-30-' -1 2" V .„---- / 4..,t ;— 314" 8 > --..,...„ 6 WH i 314" 1 112" .> (TYP A * A . O /f :<.-----. \ __H._ 11 II 11210 2 2" �� 112" • / 1. WH-10 '♦ �� - / TP ♦ 4"FCO WH0 STORE #: LAV-1 , 040 /2,, I LAV-1 t 2"-0.--112 \ PROJECT: �--- 3/4" 4"S W 3"F D-1 X314" C D 11 3"FD-1 WC-1 MORPHE 112 Nati- / — 314" C D 9 I ( 3"SW WASHINGTON 314"� I 112"� SQUARE 3/4" i 2SW A WC-1 SPACE #B07 9577 SW WASHINGTON SQUARE RD. 4"SW M 1 TIGARD, OR 97223 M B-1 / �,�. 3"SW 2" WCO / A/E PROJECT NO.: M0036 WF-1 DRAWN BY: PAS CHECKED BY: KRU ISSUES AND REVISIONS: (--;s PLUMBING DOMESTIC WATER RISER DIAGRAM 4) PLUMBING WASTE AND VENT RISER DIAGRAM 100% CHECKSET 10.22.2018 LL/PERM IT/BID 11.02.2018 :)._3.00} N.T.S. _D10N.T.S. PERMIT/LL/TENANT REV. 12.20.2018 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 U 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 O 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. OPLUMBING 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. 0 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. O 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. it 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 N 10. SEE SHEET MP000 FOR SPECIFICATIONS. 1z 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 r �Y� IYV r Lh1 .7 11. SEE SHEET MP001 FOR RESPONSIBILITY SCHEDULE. TO BID. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 00 SEE DETAIL 4/P200 . 0 SEE DETAIL 2/P200 . A 0 INSTALL DOMESTIC WATER MAIN SHUTOFF VALVE IN WALL AT EYE LEVEL IN TOILET ROOM. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR ACCESS PANEL INFORMATION. Pl 00 ,E-mss - - RELIEF VALVE E � ? OTHER TENANT LANDLORD SPACE SHUT-OFFS " ` � REMOVE AND/OR ABANDON SANITARY— VALVE TYP. -:-- :=71- SEWER PIPING SERVING DEMOLISHED TENANT SPACE- OR BUILDING EXTERIOR FIELD INSTALLATION NOTES TOILET ROOM(S)CAP AND VENT WASTE SCOPE OF WORK. VERIFY CONDITIONS ONSITE. C A 1. PLUMBING CONTRACTOR SHALL DETERMINE EXACTLY WHERE THE EXISTING SANITARY SEWER EXITS = PIPING BELOW FLOOR IN ACCORDANCE --(( 1 . _ WITH ALL LOCAL CODES. THE TENANT SPACE AT THE LEASE LINE. FIELD VERIFY EXACT LOCATION,SIZE AND INVERT ELEVATION. t c� 71-- L.,„ ,it„pi �,.� : HANGER ROD * �� EXPANSION TANK SUPPORT EXTEND NEW 4"SANITARY SEWER --- 2. ALL EXISTING SANITARY SEWER PIPING SERVING THE REMOVED TOILET ROOM(S)SHALL BE CAPPED 1 FROM STRUCTURE. - * z E _ -_ SERVICE FROM THE EXISTING TENANT BELOW THE FLOOR BY THE PLUMBING CONTRACTOR. = _ =- - ' ■Mi NUTS WITH NYLON LOCKING SPACE LEASE LINE TO NEW TOILET III.' INSERTS BOTTOMHOF WATER HEATER �r"'� S . �� - -v � - _ SHELF SUPPORT IS 102" ---------=;--1-f,---- _ SPACE L). 3. PLUMBING CONTRACTOR MUST EXTEND A NEW 4"SANITARY SEWER SERVICE FROM EXISTING ABOVE FINISHED FLOOR.SEE `'�, UNION TYP. i\ SANITARY SEWER SERVICE AT TENANT SPACE LEASE LINE TO NEW TOILET ROOM(S). REUSE OF EXISTING C; ARCHITECTURAL DRAWING T FINISHED FLOOR FCO SANITARY SEWER PIPING WITHIN THE TENANT SPACE IS NOT PERMITTED. NO EXCEPTIONS. FOR ADDITIONAL !NI ROM INFORMATION. �`1"-- A.S.M.E.APPROVED =-z _ •• 4. PLUMBING CONTRACTOR MUST PROVIDE A NEW 4"FLOOR CLEANOUT AT CONNECTION TO EXISTING7 1 El I TEMP.&PRESS.RELIEF E SANITARY SEWER SERVICE AT THE TENANT SPACE LEASE LINE. lir •• PIPE INSULATION VALVE PIPED TO MOP I- #�4��• WH-1 BASIN. MORPHE TO REMOVED Q v"'i , r_ . \\ �, 22 FOURTH STREET,4TH FLOOR Z Q EXISTING SANITARY SEWER SERVICE 5. PLUMBING CONTRACTOR TO PITCH ALL NEW SANITARY SEWER PIPING AT 1/4" PER FOOT FROM NEW 1 -��• ,. TOILET ROOM(S) H LI TO REMAIN. FIELD VERIFY PLUMBING FIXTURES TO POINT OF CONNECTION TO EXISTING SANITARY SEWER SERVICE AT THE c. J _'_4IN= .,... INSULATION SHALL BE RUN _ 100 SAN FRANCISCO,CALIFORNIA 94103 LOCATION,SIZE AND INVERT TENANT SPACE LEASE LINE. NO EXCEPTIONS. CONTACT PROJECT ARCHITECT FOR DIRECTION WHEN * ' �� CONTINUOUS THRU HANGERS . ELEVATION. 1/4" PER FOOT PITCH CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS. ��\r */ PIPE�,♦.to",♦ T DRAIN VALVE CONNECT INTO NEW Rebecca Olson \\ 5. INSTALLATION OF NEW SANITARY SEWER PIPING WITHOUT THE PROPER PITCH IS STRICTLY PROHIBITED CONDENSATE DRAIN EXTENDING TO { TO SANITARY INSULATION PROTECTION SHIELD. I MOP BASIN. ARCHITEC T { SEWER SERVICE AND WILL BE REQUIRED TO BE REPLACED BY THE PLUMBING CONTRACTOR AT NO ADDITIONAL COST I USE 16 GAUGE SHEET STEEL,2 PIPE TO NEW TOILET PITCH ALL NEW WASTE PIPING AT Ij4" TO THE TENANT. DIAMETERS LONG, 220 DEGREESMECH CONTR TO FURNISH 6"DEEP ROOMS) SOLDERED SOLID DRIP PAN BELOW HOT PER FOOT MINIMUM. NO EXCEPTIONS. CONNECT TO EXISTING SANITARY SEWER SUPPORT,OR GRINNEL FIGURE MECHANICAL WATER HEATER MOUNTED ON DECK Rebecca Olson Architect, LLC SERVICE AT THE LIMITS OF THE EXISTING 167. CONTRACTOR TO STRAP ABOVE MOP SINK. EXTEND 3/4"O.W. TENANT SPACE WITH NEW FLOOR WATER HEATER WITH 22 COPPER DRAIN PIPE TO MOP SINK. Saint Ford Parkway, Suite 301 CLEANOUT. GAUGE 3/4" METAL STRAP Paul, Minnesota 55116 9" FROM TOP AD 4" EXTEND DRAINS SEPARATELY TO MOP 651,888,6885 SINK.TERMINATE WITH AIR GAP TWO ABOVE CONTROL PANEL AT BOTTOM OF TANK. `^ TIMES DIAMETER OF DRAIN PIPE,NO CONSULTANTS: BRACE AS NECESSARY. LESS THAN 1 . 1 SANITARY SEWER PIPING INSTALLATION DETAIL2 PIPE HANGER DETAIL 3 WATER HEATER DETAIL Gausnii \,,P,.200 N.T.S. ` P200 N.T.S. 84tjJrjore P200 N.T.S. \ Mechanical and Electrical Engineers 700 Rosedale Towers 1700 West Highway 36 ' Saint Paul, Minnesota 55113 (651)639-9606 FAX 639-9618 Ij4" DIAMETER Project Na. 863650 5LB. LEAD FLASHING SHALL BE FORMED TO CHIPPED CONCRETE THRU BOLT LOOSE PVC WITH A POSITIVE SLOPE TO CLAMP DEVICE. PROVIDE NON-SHRINK W/TOGGLETOP CAP .OF ) SPOUT UNDER LEAD FLASHING AS REQUIRED TO FACILITATE (TYP22) • POSITIVE SLOPE(ANY FLASHING MATERIALS OTHER THAN LEAD IS UNACCEPTABLE. MINIMUM WIDTH OF FLASHING SHALL BE 24"). f1 - 1/2"CW CONNECT TO TOP COLD WATER LINE „��-.•'-' -- j OF COLD WATER MAIN. ADJUSTABLE STRAINER PAN HEAD SCREWS , 1 Q FINISH FLOOF TO SECURE STRAP r - �,. SLOPE TO DRAIN LABEL �� BALL VALVE _ 2X4 `-""'`� I v 3/4"X 2" POPLAR - - NOTE: 1/2 CW TO v N DRAINS AS REQUIRED BY LOCAL TRAP PRIMER TRAP PRIMER N. - f PLYWOOD TRIM 6" DIAMETER EXTENT OF WOOD AUTHORITIES OR CODE. VERIFY LAY-IN CEILING e „� SCREWED TO 2X4 PVC TUBE HOLDER ... REQUIREMENTS PRIOR TO BID. E(/ .a..+ , I 11 -4 '4f METALSTRAP(TYP. SEAL/SIGNATURE / OF 2) - CAST IRON FLOOR DRAIN K'� 1/2" PRIMING LINE r PRQf fJ' CORE DRILL 10"0 AND 4"0 HOLES SECTION PVC BOTTOM CAP FLOOR DRAIN71 � ><N�� /mayGLUED IN PLACE 899PE'� THREADED OR CAULK OUTLET 7).L THIS TUBE CONTAINS ELEVATION �'� ''�'"'' STORE DRAWINGS AND IS NOT TO BE REMOVED rt A %OREGON4!1 OUTLET PLBG CONTR MUST WITHOUT THE CONSENT a' 10 'bber2. vp PROVIDE AND OF THE STORE MANAGER. 4 D. HASH' NOTE:THE GENERAL CONTRACTOR SHALL PROVIDE A ONE PIECE WATER PROOF ATTACH A LABEL MEMBRANE FLOOR AND BASE IN THE TOILET ROOM(S). (WITH CLEAR TAPE) THANK YOU. Cres 06-30-1 1 STATING: (PRECISION PLUMBING PRODUCTS MODEL --ff,,„.4D #PR-500 WITH DU-2) FLOOR DRAIN DETAIL DRAWING TUBE HOLDER TRAP PRIMER DETAIL ` P200 N.T.S. �P200 l` N.T.S. P-200 N.T.S. STORE #: 040 PROJ ECT: MORPHE WASHINGTON SQUARE SPACE #B07 9577 SW WASHINGTON SQUARE RD. TIGARD, OR 97223 A/E PROJECT NO.: M0036 DRAWN BY: PAS CHECKED BY: KRU ISSUES AND REVISIONS: 100%CHECKSET 10.22.2018 LL/PERMIT/BID 11.02.2018 SHEET TITLE: PLUMBING SCHEDULES AND DETAILS ELECTRICAL SPECIFICATIONS = 7 = , 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. 1-1/2"UNDER SPECIAL CONDITIONS. 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 LARGERcT'� � tiT NUMBER OF WIRES). - = T A.GENERAL D.MATERIALS AND WORKMANSHIP --414.44,-- L D SHALLONE PIECE(MINIMUM), -1/ "DEEP. �- 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.GANGE BOXES BE 2 8 - �� - ' ALONG WITH DIVISION 16 AND ALL ITS SECTIONS,COMPRISE THE CONTRACT DOCUMENTS FOR THE ELECTRICAL CONTRACT,ALONG WITH THESE SPECIFICATIONS AS THOUGH THEY WERE 6.PROVIDE CAST IRON,CONCRETE-TITE FLOOR BOXES WITH ADJUSTABLE COVERS SET FLUSH AND LEVEL WITH THE FINISHED FLOOR,WITH OUTLETS AS INDICATED ON THE DRAWINGS. _F ---- ;-- 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 OFFWIINITH DI -ONE,AND ANYTHING IMPLIED BY THE SPECIFICATIONS SHALL BE INTERPRETED AS ALSO IMPLIED BY THE DRAWINGS AND VICE VERSA.PROVIDE NECESSARY ITEMS FOR A COMPLETE2.MATERIALS SHALL BE NEW AND FREE FROM DEFECTS AND SHALL BE THE BEST OF THEIR SEVERAL KINDS UNLESS SPECIFIED OR INDICATED ON THE DRAWINGS TO THE CONTRARY. 4 INSTALLATION OF ALL ELECTRICALLY OPERATED EQUIPMENT LISTED IN THE SPECIFICATIONS OR SHOWN ON THE CONTRACT DRAWINGS. BOX WHEN NOT IN USE. 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 THE COVER PLATES FIT TIGHTLY AGAINST BOXES OR RINGS,3116"MAXIMUM GAPS ARE ALLOWED FOR NONCOMBUSTIBLE WALLS. THAT = " -' - 3.DURING EACH PHASE AND AT THE COMPLETION OF THE CONSTRUCTION,THIS CONTRACTOR SHALL REMOVE DEBRIS AND EXCESS MATERIALS CAUSED BY HIS WORK. HE SHALL LEAVE THE - - -- -- _ - 2.THE ARCHITECTURAL,STRUCTURAL, MECHANICAL,PLUMBING AND EQUIPMENT DRAWINGS AND SPECIFICATIONS ARE INCORPORATED INTO,AND BECOME A PART OF THIS DIVISION.THIS AREA OF OPERATION BROOM CLEAN. . ' CONTRACTOR SHALL EXAMINE ALL SUCH DRAWINGS AND SPECIFICATIONS AND BECOME THOROUGHLY FAMILIAR WITH THE PROVISIONS CONTAINED THEREIN.THE SUBMISSION OF HIS BID 8.ADJUST LOCATION OF OUTLETS IN MASONRY OR TILE CONSTRUCTION TO OCCUR IN THE NEAREST JOINT TO THE HEIGHT SPECIFIED.HEIGHTS SHALL MEET A.D.A.REQUIREMENTS. -- "___N____ _.7_--_;;;_------'-` -'ate � _ SHALL INDICATE SUCH KNOWLEDGE. 9.SUPPORT BOXES TO MAINTAIN PROPER ALIGNMENT AND RIGIDITY. e _ _ - - 4.ELECTRICAL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OR ETL LABEL. = ______:--.,_ -_-_,___-_--__=-0-_,7.-_, �- - 10.CLEAN BOXES OF FOREIGN MATTER PRIOR TO THE INSTALLATION OR WIRING OF DEVICES. = 5N-1 3.ELECTRICAL DRAWINGS ARE DIAGRAMMATIC.THEY ARE INTENDED TO SHOW THE APPROXIMATE LOCATIONS OF EQUIPMENT AND CONDUIT.DIMENSIONS GIVEN ON THE PLANS, IN FIGURES, 11.MOUNTING HEIGHTS ON THE DRAWINGS ARE TO THE CENTERLINE OF THE BOX UNLESS OTHERWISE NOTED. �= - SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED IN THE FIELD.THE ELECTRICAL CONTRACTOR SHALL LAYOUT EQUIPMENT ROOMS TO MAKE SURE THE 5.THIS CONTRACTOR SHALL GUARANTEE HIS WORKMANSHIP AND MATERIAL(LAMPS EXCEPTED)FOR A PERIOD OF ONE YEAR FROM THE DATE OF BUILDING OPENING AND LEAVE HIS WORK IN ' m .__ - 4 PERFECT ORDER AT THE COMPLETION.SHOULD DEFECTS DEVELOP WITHIN THE GUARANTEE PERIOD,THE CONTRACTOR SHALL,UPON NOTICE OF THE SAME,REMEDY THE DEFECTS AND :!---77 ..t-7 --4., " 4 EQUIPMENT,AS PURCHASED,FITS IN THE ROOM OR SPACE SHOWN.EXACT LOCATION OF ALL EQUIPMENT SHALL BE VERIFIED IN THE FIELD AND ROUTING OF CONDUITS SHALL SUIT FIELD SECTION 16410-SAFETY SWITCHES '�~' -� 1111° � " "' �' CONDITIONS HAVE ALL DAMAGES TO OTHER WORK OR FURNISHINGS CAUSED BY THE REPAIRS CORRECTED AT HIS EXPENSE TO THE CONDITION BEFORE SUCH DAMAGE. • A.SAFETY SWITCHES SHALL BE THE ENCLOSED HEAVY-DUTY TYPE(TYPE HD)WITH QUICK-MAKE,QUICK-BREAK MECHANISM AND EXTERNAL PAD LOCKABLE OPERATING HANDLE. MORPHE 4.UNTIL THE TIME OF INSTALLATION,THE ARCHITECT RESERVES THE RIGHT TO MAKE MINOR CHANGES IN THE LOCATION OF CONDUIT AND EQUIPMENT WITHOUT ADDITIONAL COST TO THE E.SCOPE OF WORK 22 FOURTH STREET,4TH FLOOR CONTRACT. 1.THE ELECTRICAL CONTRACTOR SHALL PROVIDE LABOR,MATERIAL,STORAGE,UNPACKING AND PLACEMENT;TO INCLUDE BUT NOT BE LIMITED TO,THE FOLLOWING ITEMS: SAN FRANCISCO,CALIFORNIA 94103 a. EMERGENCY LIGHTING AND POWER. B.SAFETY SWITCHES SHALL BE RATED FOR 240 OR 600 VOLTS AS APPLICABLE.THEY SHALL BE HORSEPOWER RATED WHEN USED IN MOTOR CIRCUITS. 5.THE ELECTRICAL DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER. MATERIAL AND LABOR NECESSARY TO THE PROJECT SHALL BE FURNISHED AND INSTALLED b. COMPLETE POWER AND LIGHTING DISTRIBUTION SYSTEM INCLUDING PANELS,TRANSFORMERS AND FEEDERS. EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH.LABOR AND/OR MATERIALS NEITHER SHOWN NOR SPECIFIED,BUT OBVIOUSLY NECESSARY FOR THE COMPLETION AND PROPER c. COMPLETE BRANCH CIRCUIT WIRING SYSTEM. C.SAFETY SWITCHES SHALL BE FUSIBLE OR NON-FUSIBLE 2,3,OR 4 POLE AS INDICATED ON THE DRAWINGS. Rebecca Olson FUNCTIONING OF THE SYSTEM,SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. d. COMPLETE POWER WIRING FOR AIR CONDITIONING EQUIPMENT,PLUMBING SYSTEM,HEATING EQUIPMENT,VENTILATING AND EXHAUST EQUIPMENT. e. COMPLETE LIGHTING FIXTURE INSTALLATION, INCLUDING INCANDESCENT,FLUORESCENT AND HID LAMPS. D.SAFETY SWITCHES SHALL BE SINGLE THROW UNLESS OTHERWISE INDICATED ON THE DRAWINGS. ARCHITECT 6.ARRANGE EQUIPMENT SUBSTANTIALLY AS SHOWN ON THE DRAWINGS.MAKE DEVIATIONS ONLY WHERE NECESSARY TO AVOID INTERFERENCE.CHECK ALL EQUIPMENT SIZES AGAINST f. COMPLETE TELEPHONE AND COMMUNICATION CONDUIT AND WIRING SYSTEM INCLUDING BOXES, PLATES,JACKS, ETC.,AS SPECIFIED,SHOWN ON THE DRAWINGS AND REQUIRED BY THE LOCAL AVAILABLE SPACE PRIOR TO SHIPMENT TO AVOID INTERFERENCE. TELEPHONE COMPANY AND/OR OWNER. E.ENCLOSURES SHALL BE NEMA 1 INDOORS AND NEMA 3R OUTDOORS UNLESS OTHERWISE INDICATED ON THE DRAWINGS. g. TESTING OF CABLES AND CIRCUIT WIRING AFTER INSTALLATION. Rebecca Olson Architect, LLC 7.EXAMINE THE WORK OF OTHER TRADES INSOFAR AS THEIR WORK COMES IN CONTACT WITH OR IS COVERED BY THIS WORK IN NO CASE ATTACH TO,OR FINISH AGAINST ANY DEFECTIVE h. EXIT LIGHT SYSTEM. F.MANUFACTURER SHALL BE SQUARE D,SIEMENS,G.E.,OR CUTLER-HAMMER.ALL SAFETY SWITCHES SHALL BE BY ONE MANUFACTURER. 2145 Ford Parkway, Suite 301 WORK OR INSTALL WORK IN A MANNER WHICH WILL PREVENT PROPER INSTALLATION OF THE WORK OF OTHER TRADES. i. WIRING DEVICES AND FLOOR BOXES. Saint Paul, Minnesota 55116 j. LIGHTING CONTROLS. G.MOUNT THE SAFETY SWITCHES SECURELY BETWEEN 3'X 6'LEVELS ABOVE THE FLOOR UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 651.888.6885 8.ELECTRICAL CONTRACTOR SHALL VERIFY WITH OTHER TRADES ELECTRICAL CHARACTERISTICS OF EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS,CONTRACTOR SHALL VERIFY k. GROUNDING OF THE ELECTRICAL SYSTEM. VOLTAGE, PHASE AND HORSEPOWER AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK.ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECTING MEANS I. TELEPHONE AND ELECTRIC SERVICES. H.SWiTCHES ON BLOCK WALLS SHALL BE MOUNTED ON A 3/4"PLYWOOD BACKBOARD,WHERE LOCATED INDOORS. CONSULTANTS: AND OVERLOAD PROTECTION FOR ALL EQUIPMENT,UNLESS FURNISHED INTEGRAL WITH EQUIPMENT PACKAGE. SECTION 16060-GROUNDING AND BONDING Gsman9.IT IS THE tNTENT OF THESE DRAWINGS THAT THIS BE A COMPLETE ELECTRICAL JOB,ANY ERRORS OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SECTION 16420-MOTOR STARTERS BIDDING THE JOB. AGROUND EQUIPMENT PER N.E.C. A.PROVIDE MOTOR STARTERS(MAGNETIC OR FUSED COMBINATION)AND CONTROL EQUIPMENT WHERE SHOWN.STARTERS SHALL BE PROVIDED WITH 120 VOLT COILS,3 OVERLOADS,CONTROL B.VISIT TO THE SITE B.ALL CONDUITS SHALL CONTAIN A CODE-SIZED GROUND WIRE SIZE PER N.E.C.IN ADDITION TO THE CONDUCTORS SHOWN ON THE PLANS.WHERE CIRCUIT CONDUCTORS ARE INCREASED IN SIZE TRANSFORMER WITH FUSED 120 VOLT SECONDARY CONTROL CIRCUIT,(2)N.O.AND(2)N.C.AUXILIARY CONTACTS, HAND-OFF-AUTO SELECTOR SWITCH AND RUNNING PILOT LIGHT, UNLESS acmoore THE CONTROL INDICATED ON THE SINCE MOTOR DRIVEN EQUIPMENT IS FURNISHED BY OTHER WIRE THRU CONTROL DEVICES FURNISHED BY OTHER TRADES. TRADES, 1.THIS CONTRACTOR SHALL VISIT THE SiTE OF THE WORK AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING HIS WORK.THE SUBMISSION OF HIS PROPOSAL SHALL INDICATE SUCH FOR VOLTAGE DROP,THE GROUND WIRE SIZE SHALL BE INCREASED PROPORTIONATELY. OTHERWISE NOTED. Mechanical and KNOWLEDGE. NO ADDITIONAL PAYMENT SHALL BE MADE ON CLAIMS THAT ARISE FROM A LACK OF KNOWLEDGE OF THE EXISTING CONDITIONS DRAWINGS SHALL BE CONSIDERED AS FOR BIDDING PURPOSES ONLY.WIRE TO CONFORM TO THE ACTUAL EQUIPMENT SUPPLIED AND INSTALLED BY THE OTHER TRADES.ALL FUSES SHALL BE Electrical Engineers DUAL ELEMENT TYPE.PROVIDE"BLOWNFUSE"INDICATOR LAMPS IN COVER. Towers le C.WHERE AN ISOLATED,INSULATED GROUND IS REQUIRED A SEPARATE ISOLATED GREEN GROUND SHALL BE RUN FROM THE PANEL ISOLATED GROUND BUS TO THE ISOLATED GROUND 1 700 W 700 Rosedale Highway T 36 C.CODE AND PERMITS CONNECTION OF THE DEVICE SERVED.IN NO CASE SHALL THE SYSTEM GROUND(GREEN WIRE AND ASSOCIATED OUTLET BOXES,CONDUIT AND BUILDING STEEL)BE ALLOWED TO CONTACT THE BSTARTERS SHALL BE SQUARE D,G.E.,CUTLER HAMMER,OR SIEMENS. Saint Paul, Minnesota 55113 1.INSTALLATION SHALL BE IN FULL ACCORDANCE WITH ALL CODES,RULES AND REGULATIONS OF MUNICIPAL,CiTY,COUNTY,STATE AND PUBLIC UTILITIES AND ALL OTHER AUTHORITIES ISOLATE GROUND(GREEN WIRE WITH WHITE STRIPE). HAVING JURISDICTION OVER THE PREMISES. (651)639-9606 FAX 639-9618 SECTION 16120•WIRING AND CABLE C.THE EXACT NUMBER OF NORMALLY OPEN AND NORMALLY CLOSE AUXILIARY CONTACTS IN EACH STARTER SHALL BE DETERMINED BY THE TEMPERATURE CONTROL CONTRACTOR. Project NO. 863650 2.COMPLY WiTH SPECIFICATION REQUIREMENTS THAT ARE IN EXCESS BUT NOT IN CONFLICT WITH CODE REQUIREMENTS. D.COORDINATE EQUIPMENT INDICATED ON THE ELECTRICAL DRAWINGS WITH MECHANICAL EQUIPMENT SCHEDULES AND SPECIFICATIONS AND PROVIDE MOTOR STARTERS FOR ALL G. COLOR CODE CONDUCTORS(EXCEPT CONTROL AND INSTRUMENTATION CONDUCTORS)AS FOLLOWS: EQUIPMENT INDICATED AS BEING INTERLOCKED OR STARTED FROM A REMOTE LOCATION. 3.THE CONTRACTOR SHALL SECURE AND PAY FOR PERMITS,PLAN REVIEWS AND CERTIFICATES OF INSPECTION IN CONNECTION WITH HIS WORK, REQUIRED BY THE FOREGOING AUTHORITIES. BEFORE FINAL PAYMENT OF THE CONTRACT IS ALLOWED,ALL CERTIFICATES SHALL BE DELIVERED TO THE ARCHITECT IN DUPLICATE. 208/120 E.STARTERS SUPPLIED AS AN INTEGRAL PART OF EQUIPMENT SHALL BE FURNISHED UNDER THE DIVISION PROVIDING THE EQUIPMENT.WIRING AND DISCONNECT SHALL BE BY THIS CONTRACTOR. SYSTEM ALL OTHER STARTERS AND AUXILIARY CONTROL EQUIPMENT SHALL BE SUPPLIED AND WIRED BY THIS CONTRACTOR UNLESS OTHERWISE NOTED. 4.ELECTRICAL MATERIAL AND EQUIPMENT SHALL BEAR THE UL LABEL EXCEPT WHERE UL DOES NOT LABEL SUCH TYPES OF MATERIAL AND EQUIPMENT. PHASE A BLACK SECTION 16140-WIRING DEVICES D.SHOP DRAWINGS SUBMITTALS PHASE B RED 1.THE ELECTRICAL CONTRACTOR SHALL SUBMIT FIVE(5)SETS OF SHOP DRAWINGS,THE SHOP DRAWINGS OF THE FOLLOWING EQUIPMENT USING THE INDICATED NUMBERING SYSTEM AND PHASE C BLUE A.WIRING DEVICE COLOR SHALL BE WHITE,UNLESS OTHERWISE INDICATED. TITLES,SHALL BE SUBMITTED THROUGH THE ARCHITECT TO THE ENGINEER AND THEN RESUBMITTED FOR FINAL APPROVAL IF NECESSARY.SHOP DRAWINGS SHALL BE SUBMITTED FOR THE NEUTRAL WHITE FOLLOWING ITEMS: GROUND GREEN B.PROVIDE TOTALLY ENCLOSED,20 AMPERE, 120/277 VOLT,QUIET NC GENERAL USE SNAP SWITCHES. D.a.WIRING DEVICES D.b.SAFETY SWITCHES INCLUDING FAULT CURRENT STUDY BASED ON EQUIPMENT BEING SUPPLIED. 1.#12 AND#10 CONDUCTORS SHALL HAVE CONTINUOUS INSULATION COLOR,AS LISTED ABOVE. D.c.CONTACTORS,TIME SWITCHES AND PHOTOCELL C.SWITCHES SHALL BE SPECIFICATION GRADE AS MANUFACTURED BY HUBBEL,P&S,OR LEVITON. D.d.LIGHTING FIXTURES 2.COLOR CODE CONDUCTORS LARGER THAN ABOVE,WHICH DO NOT HAVE CONTINUOUS INSULATION COLOR BY APPLICATION OF AT LEAST TWO LAPS OF COLORED TAPE ON EACH CONDUCTOR AT ALL POINTS OF ACCESS INCLUDING JUNCTION BOXES.COLOR TAPE SHALL BE THE EQUAL OF 3M PRODUCTS SCOTCH#35. D.PROVIDE NEMA CONFIGURATION 5-20R DUPLEX 125 VOLT GROUNDING TYPE RECEPTACLES RATED FOR 20 AMPERES UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 2.SHOP DRAWINGS(MANUFACTURERS'EQUIPMENT DESCRIPTIVE SHEETS OR VENDORS'PREPARED DRAWINGS)SHALL HAVE THE GENERAL CONTRACTOR'S OR SUBCONTRACTOR'S"STAMP OF 3.CONDUCTORS SHALL BE SOFT ANNEALED COPPER INSULATED FOR 600 VOLTS UNLESS SPECIFICALLY INDICATED OTHERWISE.ALUMINUM CONDUCTORS ARE NOT ALLOWED ON THIS SEAL/SIGNATURE APPROVAL"INDICATING THAT THE ITEM SUBMITTED IS AS CALLED FOR ON THE PLANS AND SPECIFICATIONS,IS APPROVED BY THE GENERAL CONTRACTOR OR SUBCONTRACTOR,THE DATE PROJECT. E.RECEPTACLES SHALL BE SPECIFICATION GRADE AS MANUFACTURED BY HUBBELL,P&S OR LEVITON. OF APPROVAL AND INITIALED BY THE PERSON APPROVING THE SUBMITTAL AND THE NAME OF THE COMPANY SUBMITTING SAID EQUIPMENT FOR APPROVAL. 4t nn PROF B.INSULATION TYPE SHALL BE TYPE THWN FOR WIRE SIZES#8 AWG AND LARGER AND THHN OR THWN FOR#10 AWG AND SMALLER.THHN SHALL NOT BE USED IN WET OR DAMP LOCATIONS. `��6v F.RECEPTACLES REQUIRING AMPERAGES,VOLTAGES OR CONFIGURATIONS DIFFERENT FROM THE DUPLEX CONVENIENCE RECEPTACLES ABOVE SHALL BE AS INDICATED ON THE DRAWINGS. ' cri�� 3.SUBMIT BOUND BROCHURES COMPLETE WITH A TABLE OF CONTENTS.LOOSE OR STAPLED TOGETHER SHEETS ARE NOT ACCEPTABLE.ANY SUBMITTALS NOT IN BROCHURE FORM OR NOT C FLEXIBLE CORD SHALL BE HEAVY DUTY TYPE SO WITH AN EQUIPMENT GROUND CONDUCTOR IN ADDITION TO THE CURRENT CARRYING CONDUCTORS. 4.k• �G I N,�+��Q� AS SPECIFIED SHALL BE RETURNED AT THE CONTRACTOR'S EXPENSE FOR RESUBMITTAL. G.PROVIDE OTHER RECEPTACLES OF A QUALITY,MATERIAL AND WORKMANSHIP EQUAL TO THAT SPECIFIED FOR DUPLEX CONVENIENCE RECEPTACLES. Q 61530PE f 4.DESCRIPTIVE LITERATURE SHALL BE SUBMITTED IN A THREE(3)HOLE BROCHURE WITH A COVER IDENTIFYING THE FOLLOWING: D.PROVIDE#12 CONDUCTORS, UNLESS OTHERWISE INDICATED. H.PROVIDE COVER OR DEVICE PLATES FOR OUTLET BOXES AS FOLLOWS UNLESS OTHERWISE NOTED: N W D.a.NAME OF THE JOB 1.CONTROL CONDUCTORS SHALL BE#14 MINIMUM FOR NEC CLASS I AND#16 FOR NEC CLASS II. 0 OREGON 0 D.b.LOCATION OF THE JOB,ADDRESS,CITY AND STATE. 1.FINISHED AREAS:THERMOPLASTIC-COLOR TO MATCH DEVICE. 44 *. D.c.NAME AND ADDRESS OF THE COMPANY SUBMITTING THE BROCHURES. O -Naar 1A� D.d.DATE OF THE SUBMITTAL. E.CONDUGTORS#8 AWG AND LARGER SHALL BE STRANDED. 2.UNFINISHED AREAS:ZINC COATED SHEET METAL,ALUMINUM,OR CAST METAL AS APPROPRIATE FOR THE TYPE OF BOX. �- T.ISS. 5.EVERY EFFORT SHALL BE MADE, IN CHECKING THE SHOP DRAWINGS,TO DETECT AND CORRECT ERRORS,OMISSIONS AND INACCURACIES.FAILURE TO DO THIS WILL NOT RELIEVE THE F.CONDUCTORS#10 AWG AND SMALLER SHALL BE SOLID. ELECTRICAL CONTRACTOR OF THE RESPONSIBILITY FOR THE PROPER AND COMPLETE INSTALLATION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 3.EXTERIOR AREAS:COPPER FREE ALUMINUM WITH GRAY,POWDER EPDXY FINISH,GASKET,WEATHERPROOF,CROUSE-HINDS'WLRD"FOR DUPLEX RECEPTACLES AND WLRS FOR SINGLE I Expires 12-31-19 I 16120-WIRING AND CABLE(CONT.) RECEPTACLES OR EQUAL. / '...--77 '�-�► E.AS-BUILT DRAWINGS G. INSTALL WIRING IN CONDUIT. 1.SUBMIT TO THE ARCHITECT ONE SET OF REPRODUCIBLE ELECTRICAL DRAWINGS SHOWING THE AS-BUILT CONDITIONS. 4.TELEPHONE,COMMUNICATION,AND SIGNAL OUTLET PLATES,SHALL MATCH THOSE USED FOR RECEPTACLES AND SWITCHES.ALL OUTLET AND/OR JUNCTION BOXES SHALL BE COMPLETE WITH A COVER PLATE BY THIS CONTRACTOR. H.CONNECT#10 AND SMALLER WIRES WITH CONSTANT PRESSURE EXPANDABLE SPRING TYPE CONNECTORS,"SCOTCHLOK"BY 3M OR B-CAP BY BUCHANAN. F.STANDARDS AND SUBSTITUTIONS 1.WHEREVER THE WORDS"APPROVED BY","APPROVED EQUAL","AS DIRECTED"OR SIMILAR PHRASES ARE USED IN THE FOLLOWING SPECIFICATIONS,THEY SHALL BE UNDERSTOOD TO REFER5.WHERE DEVICES ARE GANGED,THEY SHALL BE INSTALLED UNDER A COMMON COVERPLATE. I. CONNECT#8 AND LARGER WIRES WITH COMPRESSION CONNECTORS OR SPLICES AS MANUFACTURED BY BURNDY OR T&B. TO THE OWNER AS THE APPROVING AGENCY.THE NAME OR MAKE OF EQUIPMENT OR MATERIALS NAMED IN THIS SPECIFICATIONS(WHETHER OR NOT THE WORDS"OR APPROVED EQUAL" ARE USED)SHALL BE KNOWN AS THE"STANDARD". I. LOCATE SWITCHES APPROXIMATELY 4'-0"ABOVE THE FINISHED FLOOR ELEVATION OR NEAREST BLOCK COURSE(WITHIN J.INSULATE SPLICING CONNECTORS TO AT LEAST 200%OF THE WIRE INSULATION.USE PRE-STRETCHED TUBING CONNECTOR INSULATORS,3M PST FOR#2 AND LARGER CONDUCTORS. A.D.A.REQUIREMENTS),UNLESS OTHERWISE INDICATED.THE LONG DIMENSION OF THE SWITCHES SHALL BE VERTICAL. 2.THESE SPECIFICATIONS ESTABLISH QUALITY STANDARD OF MATERIALS AND EQUIPMENT TO BE PROVIDED.SPECIFIC ITEMS ARE IDENTIFIED BY MANUFACTURER,TRADE NAME OR CATALOG K.PULL CONDUCTORS USING RECOGNIZED METHODS AND EQUIPMENT LEAVING AT LEAST 6"WIRE AT ALL JUNCTION BOXES FOR CONNECTIONS. DESIGNATION.THIS CONTRACTOR SHALL SUBMIT HIS BASE BID PRICE BASED UPON STANDARD SPECIFIED EQUIPMENT DESCRIBED HEREIN AND AS DETAILED ON DRAWINGS AND 1.CLEAN OUT CONDUIT SYSTEM BEFORE PULLING WIREJ.LOCATE RECEPTACLES APPROXIMATELY 1'-6"ABOVE THE FINISHED FLOOR ELEVATION OR NEAREST BLOCK COURSE(WITHIN . ASSOCIATED CONTRACT DOCUMENTS.THESE SPECIFICATIONS ARE NOT TO BE CONSIDERED PROPRIETARY.THE CONTRACTOR MAY SUBMIT INFORMATION ON MATERIALS AND A.D.A.REQUIREMENTS),UNLESS NOTED OTHERWISE.THE LONG DIMENSION OF RECEPTACLES SHALL BE VERTICAL. MANUFACTURERS(OTHER THAN THOSE LISTED)FOR REVIEW BY THE ARCHITECT AND ENGINEER NO LATER THAN TEN(10)DAYS BEFORE BIDS ARE SUBMITTED.MANUFACTURERS OF PRODUCTS ACCEPTED BY THE ARCHITECT AND ENGINEER WILL BE LISTED IN AN ADDENDUM TO THE SPECIFICATIONS AS AN ACCEPTABLE SUBSTITUTION EQUIPMENT ACCEPTED AS L.FORM AND TIE ALL WIRING IN PANELBOARDS. SECTION 16491 -FUSES DETAILED BELOW AND SHALL BE SHOWN AS A SEPARATE ADD OR DEDUCT PRICE TO BE FACTORED INTO THE BASE BID PRICE BY THE ARCHITECT AND OWNER IF ACCEPTED. M. THERE SHALL BE NO WIRENUT JOINTS OR SPLICES MADE INSIDE SWITCHBOARDS/PANELBOARDS. A.THE CONTRACTOR SHALL FURNISH A COMPLETE SET OF FUSES FOR ALL SWITCHES,PLUS FUSIBLE EQUIPMENT FURNISHED BY OTHER TRADES. UNLESS INDICATED OTHERWISE ON PLANS,THE 3.SHOULD THE CONTRACTOR PROPOSE TO FURNISH MATERIALS AND EQUIPMENT OTHER THAN THOSE SPECIFIED OR APPROVED BY ADDENDUM,SUBMIT A WRITTEN REQUEST FOR FUSES SHALL BE OF THE FOLLOWING TYPES: STORE #: SUBSTITUTIONS TO THE ARCHITECT AT THE BID OPENING.THE REQUEST SHALL BEAN ALTERNATE TO THE ORIGINAL BID;BE ACCOMPANIED WITH COMPLETE DESCRIPTIVE(MANUFACTURER, N.BRANCH CIRCUIT WIRE SIZES(AND CONDUITS)SHALL BE INCREASED FROM THOSE INDICATED ON THE PLANS TO PREVENT EXCESSIVE VOLTAGE DROP.BRANCH CIRCUITS SHALL BE 040 BRAND NAME,CATALOG NUMBER, ETC.)AND TECHNICAL DATA FOR ALL ITEMS.FAILURE BY THIS CONTRACTOR TO SUBMIT THE REQUISITE DOCUMENTATION DETAILED ABOVE SHALL BE INSTALLED WITH WIRES OF SUFFICIENT SIZE SO THAT VOLTAGE DROP BETWEEN THE PANEL AND THE LOADS DOES NOT EXCEED LIMIT OF 3%. UNDERSTOOD BY THE ARCHITECT AND ENGINEER TO INDICATE THAT SUBSTITUTE EQUIPMENT WILL NOT BE PRESENTED BY THE CONTRACTOR FOR CONSIDERATION.SUCH SUBSTITUTIONS 1.FUSES 601 TO 6000 AMPS SHALL BE UL CLASS.TRADE TYPE SHALL BE KRP-C AS MANUFACTURED BY BUSSMANN COMPANY. WILL NOT BE CONSIDERED AFTER THE BID OPENING DATE AND DELAY OF PROJECT WILL NOT BE PERMITTED FOR FURTHER INSPECTION AND EVALUATION AFTER THIS DATE. O. REGARDLESS OF THE TEMPERATURE RATING OF THE CONDUCTOR INSULATION,ALL CONDUCTOR AMPACITY RATING FOR THIS PROJECT SHALL BE DETERMINED FROM THE 75°C CONDUCTOR TEMPERATURE RATINGS INDICATED IN THE NEC TABLES.WHERE EQUIPMENT OR DEVICES ARE PROVIDED WiTH TERMINALS/LUGS RATED FOR 60°C,THE AMPACiTY RATING OF THE 2•FUSES 1/10 TO 600 AMPS SHALL BE UL CLASS RK1.TRADE TYPE SHALL BE LOW PEAK LPS-RK(600V)AND LPN-RK(250V)AS MANUFACTURED BY BUSSMANN COMPANY. PROJECT: 4.WHERE SUCH SUBSTITUTIONS ALTER THE DESIGN OR SPACE REQUIREMENTS INDICATED ON THE DRAWINGS, INCLUDE ALL ITEMS OF COST FOR THE REVISED DESIGN AND CONSTRUCTION 75°C CONDUCTOR SHALL BE LIMITED TO ITS ASSOCIATED 60°C RATING AS INDICATED IN THE NEC TABLES.THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO INCREASE THE INCLUDING COST OF ALL ALLIED TRADES INVOLVED. CONDUCTORS AND CONDUIT SIZE AS REQUIRED. 3.ALL OTHER FUSES SHALL BE DUAL-ELEMENT CURRENT-LIMITING TYPE WITH 200,000 AMPERES SYMMETRICAL INTERRUPTING CAPACITY. MORPHE 5.ACCEPTANCE OR REJECTION OF THE PROPOSED SUBSTITUTIONS SHALL BE SUBJECT TO APPROVAL OF THE ARCHITECT AND ENGINEER.IF REQUESTED,THE CONTRACTOR SHALL SUBMIT P.GIRCUITS MAY BE MULTI-PLEXED IN CONDUIT PROVIDED WIRE IS PROPERLY DERATED AND CONDUIT SIZED PER CODE.UNDER NO CIRCUMSTANCES SHALL MORE THAN SIX(6)CURRENT B.FUSES SHALL BE MANUFACTURED BY BUSSMAN,COULD-SHAWMUTT,OR RELIANCE. (AT HIS COST)INSPECTION SAMPLES OF BOTH THE SPECIFIED AND PROPOSED SUBSTITUTE ITEMS. CARRYING CONDUCTORS BE RUN IN A SINGLE CONDUIT. WASHINGTON C.SPARE FUSES AMOUNTING TO A DUPLICATE SET OF EACH SIZE INSTALLED SHALL BE TURNED OVER TO THE OWNER UPON COMPLETION OF THE PROJECT.PROVIDE AND PLACE IN A 6.IN CASES WHERE SUBSTITUTIONS ARE PERMITTED,THE CONTRACTOR SHALL BEAR ANY EXTRA COST OF EVALUATING THE QUALITY OF THE MATERIAL AND EQUIPMENT TO BE PROVIDED. SECTION 16130-RACEWAYS AND BOXES SPARE FUSE CABINET SIMILAR TO BUSSMAN#SFC. SQUARE G.TESTING AND PLACING IN SERVICE A.RACEWAYS D.SHALL REPLACE ALL FUSES BLOWN DURING CONSTRUCTION. SPACE #B07 1.ANY MATERIAL OR EQUIPMENT FAILING A TEST SHALL BE REPAIRED OR REPLACE AT THE CONTRACTOR'S EXPENSE. 1.WIRE SHALL BE RUN IN ACCORDANCE WITH CODE IN CORROSION RESISTANT,RIGID,THREADED,METAL CONDUIT OR ELECTRICAL METALLIC TUBING(E.M.T.)UNLESS OTHERWISE 9577 SW WASHINGTON SQUARE RD. 2.TESTS SHALL INCLUDE THE FOLLOWING: SPECIFICALLY STATED HEREIN. SECTION 16511 -LIGHTING FIXTURES a. MEASURE THE LOAD ON EACH PHASE OF THE MAIN SERVICE AND EACH PHASE OF EVERY FEEDER UNDER FULL LOAD CONDITIONS. TIGARD, OR 97223 a. CONDUIT IN EXTERIOR WALLS,BELOW FLOOR SLAB,OR UNDERGROUND SHALL BE RIGID,THREADED,GALVANIZED, HEAVY WALL TYPE. A.LINEAR FLUORESCENT LAMPS FOR NEW LIGHT FIXTURES SHALL BE T8,3500K OF THE FOLLOWING MANUFACTURERS: b. MEASURE THE NO-LOAD AND FULL-LOAD VOLTAGES(PHASE TO PHASE,PHASE TO NEUTRAL AND PHASE TO GROUND FOR EACH PHASE OF EACH SERVICE,OF EACH SEPARATELY DERIVED 1.GENERAL ELECTRIC"STARCOAT'SP35 SERIES SYSTEM,AND AT EACH PANELBOARD OR TRANSFORMER). b. CARLON PVC TYPE 40 HEAVY WALL CONDUIT WITH GROUND WIRE MAY BE USED BELOW FLOOR SLAB OR UNDERGROUND IN LIEU OF RIGID,THREADED,GALVANIZED CONDUIT.PVC 40 CONDUIT 2.OSRAM/SYLVANIA"OCTRON"735 SERIES SHALL NOT BE RUN IN OR ABOVE FLOOR SLAB.PVC CONDUIT SHALL TERMINATE BELOW FLOOR SLAB WITH RIGID,THREADED METAL CONDUIT ADAPTER.CONDUIT ABOVE SLAB SHALL BE METAL. 3.PHILLIPS TL735 SERIES c. MEASURE THE GROUND RESISTANCE OF THE MAIN SERVICE GROUNDING ELECTRODE AND THE GROUND RESISTANCE OF EACH SEPARATELY DERIVED SYSTEM'S GROUNDING ELECTRODE. c. CONDUIT RUN EXPOSED TO THE WEATHER SHALL BE HEAVY WALL,METAL THREADED TYPE. B.COMPACT FLUORESCENT LAMPS FOR NEW LIGHT FIXTURES SHALL BE 3500K OF THE FOLLOWING MANUFACTURERS: d. MAKE INSULATION RESISTANCE TESTS ON ALL DRY TYPE TRANSFORMERS AND MOTORS. 2. CONDUIT SIZE SHALL BE 3/4"MINIMUM. 1.GENERAL ELECTRIC"BiAX"SPX35 SERIES(4 PIN BASE) ALE PROJECT NO.: M0036 2.OSRAM/SYLVANIA"DULUX"835 SERIES(4 PIN BASE) 3.CONDUIT SHALL BE SECURELY FASTENED IN PLACE. 3.PHILLIP5"PL"OR"PL-T"3500K SERIES(4 PIN BASE) DRAWN BY: ALH H.INTERFERENCES 1.BEFORE THE INSTALLATION OF ANY ITEM BEGINS,THE ELECTRICAL CONTRACTOR SHALL CAREFULLY ASCERTAIN THAT IT DOES NOT INTERFERE WiTH CLEARANCES FOR THE ERECTION OF FINISH BEAMS,COLUMNS, PILASTERS,WALLS OR OTHER STRUCTURAL OR ARCHITECTURAL MEMBERS AS SHOWN ON THE ARCHITECTURAL DRAWINGS. IF ANY WORK IS INSTALLED AND THE 4.CONDUIT SHALL BE CONCEALED IN WALLS,FLOOR AND CEILINGS WHEREVER POSSIBLE.EXPOSED CONDUIT IN FINISHED AREAS WILL NOT BE PERMITTED.EXPOSED CONDUIT WILL BE C.LIGHTING FIXTURES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR AS INDICATED ON THE LIGHTING FIXTURE SCHEDULE,INCLUDING LAMPS. LAMPS SHALL BE OF CHECKED BY: MTT ARCHITECTURAL DESIGN CANNOT BE FOLLOWED,THIS CONTRACTOR SHALL,AT HIS OWN EXPENSE,MAKE CHANGES IN HIS WORK AS DIRECTED BY THE ARCHITECT TO PERMIT THE PERMITTED IN THE UNFINISHED AREAS WITH THE SPECIFIC APPROVAL OF THE ARCHITECT. THE SAME MANUFACTURER FOR ALL TYPES. COMPLETION OF THE ARCHITECTURAL WORK IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. ISSUES AND REVISIONS: 5.USE FLEXIBLE CONDUIT FOR THE CONNECTION TO RECESSED OR SEMI-RECESSED LIGHTING FIXTURES(6'LENGTH MAXIMUM).USE LIQUID TIGHT METAL CONDUIT FOR ALL CONNECTIONS TO D.FIXTURES SHALL BEAR THE UNDERWRITER'S LABORATORIES LABEL AND SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 100%CHECKSET 10.22.2018 2.IT SHALL BE THE DUTY OF THIS CONTRACTOR TO REPORT ANY INTERFERENCES BETWEEN HIS WORK AND THAT OF ANY OF THE OTHER CONTRACTORS AS SOON AS THEY ARE DISCOVERED. MOTORS AND OTHER EQUIPMENT SUBJECT TO VIBRATION AND IN AREAS SUBJECT TO MOISTURE. THE ARCHITECT SHALL DETERMINE WHICH EQUIPMENT WILL BE RELOCATED,REGARDLESS OF WHICH WAS INSTALLED FIRST.HIS DECISION WILL BE FINAL. E.BALLASTS FOR LINEAR FLUORESCENT LAMPS SHALL BE ELECTRONIC,PARALLEL,INSTANT-START, NORMAL OUTPUT TYPE, LESS THAN 10%THD,CBM AND ETL CERTIFIED,AS MANUFACTURED BY LL/PERMIT/BID 11.02.2018 6.USE WATERTIGHT JOINTS WITH BURIED AND CONCRETE ENCASED CONDUIT.BURIED CONDUITS OUTSIDE OF BUILDINGS SHALL HAVE A MINIMUM OF 24"OF COVER.METAL CONDUITS BURIED MAGNETEK,MOTOROLA OR ADVANCE. H.QUALITY ASSURANCE IN EARTH SHALL BE PAINTED(TWO COATS)WITH HEAVYASPHALTUM PAINT. 1.ALL PRODUCTS SHALL BE NEW AND OF THE TYPE AND QUALITY SPECIFIED.WHERE MATERIALS, EQUIPMENT,APPARATUS OR OTHER PRODUCTS ARE SPECIFIED BY MANUFACTURER, BRAND F.BALLASTS FOR 75"COMPACT FLUORESCENT LAMPS SHALL BE ELECTRONIC,PARALLEL,INSTANT-START,NORMAL OUTPUT TYPE,LESS THAN 10%THD,CBM AND ETL CERTIFIED,AS NAME,TYPE OF CATALOG NUMBER,SUCH DESIGNATION SHALL ESTABLISH THE STANDARDS OF THE DESIRED QUALITY AND STYLE.IT IS THE INTENT OF THESE SPECIFICATIONS TO 7.SUPPORT RUNS OF CONDUIT AS DETAILED IN THE APPROPRIATE TABLE OF THE NATIONAL ELECTRICAL CODE(NEC). MANUFACTURED BY MAGNETEK,MOTOROLA OR ADVANCE. ESTABLISH A STANDARD OF QUALITY OF MATERIALS AND EQUIPMENT INSTALLED. 8.INSTALLED EXPOSED RUNS OF CONDUIT AND CONDUIT ABOVE LAY-iN CEILINGS PARALLEL OR PERPENDICULAR TO THE WALLS,STRUCTURAL MEMBERS OF INTERSECTIONS OF VERTICAL G. BALLASTS FOR"T4"COMPACT FLUORESCENT LAMPS SHALL BE ELECTRONIC,PARALLEL,RAPID-START,NORMAL OUTPUT TYPE,LESS THAN 10%THD,CBM AND ETL CERTIFIED,AS SECTION 16050-BASIC ELECTRICAL MATERIALS AND METHODS PLANES AND CEILINGS.PROVIDE RIGHT ANGLE TURNS USiNG FITTINGS OR SYMMETRICAL BENDS.SUPPORT CONDUITS WITHIN 1"OF ALL CHANGES IN DIRECTION. MANUFACTURED BY MAGNETEK,ADVANCE,ENERGY SAVINGS,INC.OR ROBERTSON. A.NAMEPLATES 9.IF A CONDUIT IS SUSPENDED,IT SHALL BE SUPPORTED ON TRAPEZE HANGERS WHICH USE"ALL-THREAD"RODS FROM THE STRUCTURAL STEEL.THE USE OF CEILING SUPPORT WIRE OR H.EXISTING FLUORESCENT FIXTURES NOTED TO BE REUSED SHALL BE CLEANED AND RE-CAMPED AS INDICATED ON THE FIXTURE SCHEDULE. 1.GENERAL:FURNISH AND MOUNT ON EACH PANELBOARD,SWITCHBOARD(INCLUDING BRANCH SWITCHES),LARGE JUNCTION BOX,SAFETY SWITCH,STARTER,REMOTE CONTROL,PUSH SIMILAR MATERIAL WILL NOT BE ACCEPTED. BUTTON STATION,AND ALL SIMILAR CONTROLS,A NAMEPLATE DESCRIPTIVE OF THE EQUIPMENT OR EQUIPMENT CONTROLLED. I. HIGH INTENSITY DISCHARGE BALLASTS SHALL BE CONSTANT WATTAGE TYPE. 10. INSTALL EMPTY CONDUIT FOR FUTURE USE AS INDICATED ON THE DRAWINGS.CONDUIT SHALL BE COMPLETE WITH JETLINE OR PULL ROPE,JUNCTION/OUTLET BOXES,TILE RINGS AND 2.PROVIDE BLACK AND WHITE NAMEPLATES CONSTRUCTED FROM LAMINATED PHENOLIC WITH A WHITE CENTER CORE.LETTERS SHALL BE ENGRAVED IN THE PHENOLIC TO FORM WHITE APPROPRIATE COVER PLATES. J.PROVIDE AND SUPPORT MEDIA FOR LIGHTING FIXTURES INCLUDING STRUCTURAL STEEL,ANGLE, RODS, ETC. IN GENERAL,FLUORESCENT AND HIGH INTENSITY DISCHARGE FIXTURES SHALL BE LETTERS 3/8"HiGH. FASTEN THE NAMEPLATES WITH AN ADHESIVE TYPE FASTENER. SUPPORTED IN A MANNER ACCEPTABLE TO THE LOCAL INSPECTION AUTHORITIES.ALL FIXTURES SHALL BE FIRMLY SUPPORTED FROM BEAMS OR JOISTS. 11. PROVIDE PICKPOCKETS WHERE CONDUITS PENETRATE THE ROOF. 1.PROVIDE NECESSARY BACKING,BLOCKING AND SUPPORTS FOR WALL MOUNTED FIXTURES. B.MOUNTING ACCESSORIES 2.FIXTURES SHALL NOT BE SUPPORTED FROM ROOF DECK. 1.THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL ANGLE IRON,CHANNEL IRON,RODS,SUPPORTS,HANGERS,CONCRETE OR PLYWOOD REQUIRED TO INSTALL,MOUNT AND SUPPORT 12. PROVIDE THREAD LUBRICATION/SEALANT ON OUTDOOR AND UNDERGROUND THREADED METAL JOINTS. ANY ELECTRICAL EQUIPMENT OR DEVICE CALLED FOR ON THE PLANS. K.FIXTURES SHALL BE UL LISTED AND APPROVED FOR THE PURPOSE INTENDED. 2.SUPPORTING MATERIAL SHALL BE COMPLETE WITH HANGERS,CONNECTORS,BOLTS,CLAMPS AND NECESSARY ACCESSORIES TO MAKE A COMPLETE INSTALLATION.SUPPORTING MATERIAL 13. PROVIDE FIRE SEAL FITTINGS WHERE CONDUITS PENETRATE CONCRETE FLOOR SLABS OR MASONRY WALLS REQUIRED TO BE FIRE RATED. L.IF REQUIRED BY CODE,LIGHT FIXTURES SHALL BE CHICAGO PLENUM RATED. SHALL BE GALVANIZED,PAINTED OR OTHERWISE SUITABLY FINISHED.PRODUCTS BY BINKLEY,STEEL CITY,OR RACO WILL BE ACCEPTABLE. 14. HORIZONTAL PORTION OF CONDUIT EXPOSED ON THE ROOF AND FEEDING EQUIPMENT SHALL NOT BE MORE THAN 5'-O"UNLESS THE WRITTEN APPROVAL FROM ARCHITECT OR M.RECESSED FIXTURES IN FIRE RATED CEILING OR SUPPLY AiR PLENUMS SHALL BE APPROVED FOR THE FIRE RATING OF THE CEILING. PROVIDE AIR-TIGHT GASKETS TO SEAL AROUND OPENINGS. 3.ALL SURFACE-MOUNTED EQUIPMENT ON BLOCK WALLS SHALL BE MOUNTED ON 3/4"PLYWOOD BACKBOARD.ALL FLOOR-MOUNTED EQUIPMENT SHALL BE INSTALLED ON A 4"HIGH CONCRETE ENGINEER iS OBTAINED. HOUSEKEEPING PAD. N.ALL ADJUSTABLE FIXTURES SHALL BE AIMED AND ADJUSTED DURING EVENING HOURS TO THE SATISFACTION OF THE ARCHITECT. B.PULL AND JUNCTION BOXES C.EXECUTION 1.PROVIDE PULL AND JUNCTION BOXES WHERE SHOWN ON THE DRAWINGS,AND WHERE REQUIRED FOR CHANGES IN DIRECTION,AT JUNCTION POINTS,AND TO FACILITATE WIRE PULLING. SECTION 16750-TELEPHONE SYSTEM 1.THE ELECTRICAL WORK FOR CONSTRUCTION PROPOSED SHALL CONFORM TO FEDERAL(OSHA),STATE,ALL SPECIFIC SAFETY REQUIREMENTS AND THE REQUIREMENTS OF THE CURRENT FURNISH BOX SIZES IN ACCORDANCE WITH NEC UNLESS LARGER BOXES ARE INDICATED. EDITION OF THE NEC. 2.PROVIDE STEEL BOXES AND REMOVABLE COVERS OF CODE GAUGE,HOT ROLLED SHEET STEEL,HOT DIPPED GALVANIZED INSIDE AND OUTSIDE,FOR ABOVE GROUND WORK. FURNISH A.PROVIDE TELEPHONE SERVICE CONDUIT OR DUCT TO TELEPHONE BOARD AS SHOWN ON PLANS.SERVICE CONDUIT SIZE AND QUANTITY SHALL BE AS DETERMINED BY LOCAL TELEPHONE WEATHERPROOF BOXES WHEN INSTALLED ABOVE GROUND OUTSIDE. COMPANY. 3.PROVIDE CAST IRON BOXES,HOT DIPPED GALVANIZED INSIDE AND OUTSIDE WHERE SHOWN ON THE DRAWINGS.FURNISH REMOVABLE COVERS WITH GASKETS AND STAINLESS STEEL, SHEET TITLE: 2.CHECK THE HVAC AND PLUMBING SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS AND INCLUDE THE SAME IN THE CONTRACT COST. BRASS OR BRONZE SCREWS. B.PROVIDE CONDUITS WiTH PULL WIRES,OUTLET BOXES,METAL CABINETS AND PULL BOXES.PROVIDE A COMPLETE CONDUIT SYSTEM WITH PULL WIRE AS INDICATED ON DRAWINGS. ELECTRICAL 4.PROVIDE CONCRETE BOXES FOR UNDERGROUND WORK UNLESS OTHERWISE INDICATED ON THE DRAWINGS. FURNISH STEEL FRAMES AND COVERS WITH THE COVER ATTACHED TO THE 3.EQUIPMENT CONNECTIONS,STARTERS,DISCONNECT SWITCHES,CONTROL TRANSFORMERS AND PUSHBUTTON STATIONS FOR THE EQUIPMENT FURNISHED BY THE OWNER OR UNDER A FRAME WITH HEXAGON HEAD, BRASS OR BRONZE CAP SCREWS,3/8 IN DIAMETER.PROVIDE A RUBBER GASKET FOR SEALING BETWEEN THE COVER AND THE FRAME. PAINT THE COVER WITH SEPARATE CONTRACT SHALL BE INSTALLED AND CONNECTED UNDER THIS DIVISION,AS INDICATED ON THE CONTRACT DRAWINGS. TWO COATS OF HEAVY ASPHALTUM. C.PLATES SHALL BE STANDARD TELEPHONE TYPE WITH JACK.PROVIDE PLATES OF SAME MATERIAL AND FINISH AS SPECIFIED FOR RECEPTACLES.WALL PHONE PLATES SHALL HAVE SPECIFICATIONS MOUNTING STUDS. 4.CUTTING, PATCHING,EXCAVATING,BACKFILLING AND CONCRETE WORK RELATED TO THIS CONTRACT WILL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.THIS CONTRACTOR C.OUTLET BOXES SHALL ASSUME THE RESPONSIBILITY OF PROVIDING THE SLEEVES,CHASES AND OPENINGS NECESSARY FOR THE ELECTRICAL INSTALLATION AND FOR THEIR REPAIR IN AN ACCEPTABLE 1.PROVIDE SHEET STEEL BOXES,ZINC COATED OR CADMIUM PLATED,FOR CONCEALED INTERIOR WORK. D.PROVIDE PLYWOOD TERMINAL BOARD AS SHOWN ON DRAWINGS. MANNER,AS DETERMINED BY THE ARCHITECT.ALL HOLES SHALL BE CORE DRILLED.PROVIDE FIRE STOP iN ALL OPENINGS CREATED THROUGH FiRE-RATED WALLS,FLOORS OR CEILINGS. 2.PROVIDE CAST BOXES,ZINC-CADMIUM FINISH MALLEABLE IRON,FOR EXPOSED INTERIOR WORK,AND FOR EXPOSED OR CONCEALED WORK IN WET,DAMP OR EXTERIOR LOCATIONS.CAST CONTRACTOR SHALL FIELD VERIFY SLAB ON GRADE FLOOR CONSTRUCTION TYPE PRIOR TO CUTTING.UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR CUT A STRUCTURAL FLOOR BOXES SHALL BE SERIES FD BY CROUSE HINDS OR APPLETON. SLAB THICKER THAN FOUR(4")INCHES WITHOUT PRIOR WRITTEN APPROVAL FROM ENGINEER OF RECORD.NOTIFY ENGINEER OF RECORD OF ANY SLAB THICKNESS GREATER THAN FOUR 3.WALL BOX SIZES(MINIMUM)SHALL BE 4"SQUARE X 2-1/2"DEEP WHERE WALL CONSTRUCTION PERMITS.WHERE WALL CONSTRUCTION DICTATES,THE DEPTH MAY BE REDUCED TO 2-1/8"OR (4")INCHES PRIOR TO PROCEEDING WITH ANY SAW CUTTING. E000 MO1tP 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 + y nr "" A SAN FRANCISCO,CALIFORNIA 94103 �MATN OVER CU �T DE�C�fN • •� • EXISTING 175A, NEW 200A LANDLORD'S ELECTRICAL ROOM _ THESE SYMBOLS COMPRISE A STANDARD UST; ALL SYMBOLS MAY NOT APPEAR ON THIS PROJECT. METER SOCKET IN LANDLORD'S • • • NEW METER FOR 200A SERVICE ELECTRICAL ROOM Rebecca Olson SYMBOL DESCRIPTION MTG HT SYMBOL DESCRIPTION MTG HT METER IN LANDLORD'S ELECTRICAL • • • NEW METER FOR 200A SERVICE ROOM ARCHITECT SERVICE ENTRANCE CONDUIT(S)TO • • • NEW CONDUIT FOR 200A SERVICE A LIGHT FIXTURE INDICATING FIXTURE TYPE, 1-EI PUSHBUTTON LEASED SPACE 31 !a CIRCUIT NUMBER AND SWITCHING I� SERVICE ENTRANCE FEEDER(S)TO • • • NEW FEEDERS FOR 200A SERVICE Rebecca Olson Architect, LLC FLUORESCENT FIXTURE RECESSED MOUNTED CEIUNG TOGGLE SWITCH - MOTOR RATED LEASED SPACE 2145 Ford Parkway, Suite 301 PULL BOX • • FOR 175A SERVICE IN TENANT SPACE Saint Paul, Minnesota 55116 0 I FLUORESCENT FIXTURE SURFACE MOUNTED CEIUNG TT THERMOSTAT/TEMP SENSOR ROUGH-IN 60" SERVICE ENTRANCE CONDUIT(S) 651.888.6885 7 7 FROM PULL BOX TO ELEC. PANELS • • FOR 175A SERVICE IN TENANT SPACE I I STRIP TYPE FIXTURE CEIUNG ��/ SERVICE ENTRANCE FEEDERS) FROM CONSULTANTS: O ROUND DOWN LIGHT TYPE FIXTURE CEILING /0 MOTOR PULL BOX TO ELEC. PANELS. • • FOR 175A SERVICE IN TENANT SPACE Q+ WALL MOUNT SCONCE �,i MOTOR WITH ELECTRICAL CONNECTION SPACE �__ Gausm ❑ PENDANT TYPE FIXTURE 277/480V PANEL(S) • ii iiai ® EXIT LIGHT FACE/DIRECT ARROWS AS INDICATED STEP DN. LINE TRANSFORMER & I &Moore DDISCONNECT MOUNTING ACCESSORIES • v EXIT LIGHT FACE W/ EMERGENCY HEADS 120/208V PANEL(S) • • MechaElectricalnical and Engineers FAN FORCED HEATER rs FIXTURE ON EMERGENCY CIRCUIT/NIGHT LIGHTING LIGHTING CONTACTORS/CONTROL • • WATTSTOPPER 1 70 Rosedale Highwaye wa 36 1700 West 36 o BASEBOARD HEATER Saint Paul, Minnesota 55113 non EMERGENCY LIGHTING UNIT CURRENT LIMITER PANEL • (651)639-9606 FAX 639-9618 Project No. 863650 EMERGENCY BATTERY UNIT IN STOCKROOM (SEE DWG. FOR V TELEPHONE ROUGH-IN 18" TIMECLOCK (SIGNAGE) • I • - I I WATTAGE & BATTERY PACK NUMBER) 'BEGHEW' MODEL NV-12-_W-2SR-LED MR16-AT (LAMP AT 7W EACH) ® SPEAKER - CEIUNG MOUNTED EMPLOYEE TIMECLOCK • • EC TO PROVIDE POWER EMPLOYESINGLE POLE SWITCH - LETTER INDICATES SWITCHING 46" CONDUIT& PULLWIRE CABLE , • • DATA CABLING BY TENANT'S IT VENDOR CONDUIT& PULLWIRE TELEPHONE BACKBOARD - FLOOR TO 8' DOUBLE POLE, 3-WAY AND 4-WAY 46" DATA CABINET BACKBOARD (FRT) • • FIRE RETARDANT TREATED V$2 $.3 V DATA ROUGH-IN 18" - MUSIC SYSTEM/SPEAKERS/DATA • • GC TO COORDINATE INSTALL WITH VENDOR. El DIMMER WITH TYPE AS INDICATED CABINET AND WIRING MUSIC SYSTEM CONDUITS AND PULL ©# 7# PHONE & DATA # DENOTES QUANTITY OF JACKS STRING • • ® RELAY4 VOLUME CONTROL - HVAC DISCONNECT SWITCH(S) • • © CONTACTOR MANUAL MOTOR STARTER(S) • -- 4 FIRE ALARM STROBE 90" METER SOCKET IN LEASE SPACE I • -- 1=] - Tc TIME CLOCK - -- - METER IN LEASE SPACE • -- SEAL/SIGNATURE Ps PHOTOSENSOR FIRE ALARM HORN/STROBE 90' LIGHT FIXTURES • • SEE LIGHT FIXTURE SCHEDULE ON SHEET E200 �� ROf DUPLEX in FIRE ALARM CEILING STROBE CEIUNG - /S. 1,9 PROT {� LIGHT FIXTURE LAMPS • • SEE LIGHT FIXTURE SCHEDULE ON SHEET E200 S �G1 N4, Qy WP WP INDICATES WEATHERPROOF IN-USE COVER 1B" g FIRE ALARM CEIUNG HORN STROBE CEILING TOILET EXHAUST FAN(S) • • [ INSTALLED BY M.C.AND WIRED BY E.C. 4'6153DPE`� SS SS INDICATES STAINLESS STEEL FACEPLATE F HORN/ STROBE CP INDICATES CHILDPROOF RECEPTACLE IG IG INDICATES ISOLATED GROUND RECEPTACLES • • 0 co GF GFl INDICATES GROUND FAULT FIRE/SMOKE DAMPER is, OREGONeco USBI USB INDICATES RECEPTACLE WITH USB PORTS POWER WIRING TO HVAC KD DEAD FRONT GFCI RECEPTACLE REMOTE TEST SWITCH EQUIPMENT • • -- O fiber�A' !i IP FOURPLEX 18" POWER WIRING TO"CASHWRAP" • • -- fi4K KEYED OPERATED SWITCH 46" T SIMPLEX 18' SECURITY EQUIPMENT • • 'Expires 121-19 DATA ROUGH-IN 18" SECURITY EQUIPMENT CABLE, • • DATA CABLING BY TENANT'S IT VENDOR oegf CEIUNG MOUNT CONDUIT AND PULL WIRE CE BUZZER FOR BUZZER SYSTEM FLOOR BOXES AND COVERS • • 9 LOWER SWITCHED 18" DELIVERY BUZZER SYSTEM • • -- Q TRANSFORMER - BUZZER SYSTEM TELEPHONE CABLE CONDUIT AND • • R SWITCHED 18" PULLWIRE DATA CABLE CONDUITS WITH • ` • 9 HORIZONTAL 18" PULLWIRE _ TELEPHONE CABLING AND JACKS • • INSTALLED BY TENANT 9 RANGE 6" DUCT MOUNTED SMOKE DETECTORS • • INSTALLED BY M.C.AND WIRED BY E.C. t SPECIAL 18" FIRE ALARM SYSTEM • ' • -- 6-Y CEILING WITH FLEX CEILINGRTU SERVICE RECEPTACLE • -- STORE #: AS-BUILT DRAWINGS • I040 Q JUNCTION BOX - CEIUNG CEILING NEW CIRCUIT BREAKERS FOREXISTING • ELECTR CAL PANELS -- J JUNCTION BOX - WALL DUCT DETECTOR IK Y REMOTE TEST • SEE SHEET E100 PROJECT: SWITCH W/VISUAL/AUDIBLE INDICT. • PHONE CONDUIT FROM LANDLORD — MORPHE O FLOOR FLOOR DIST. ROOM TO LEASED SPACE • PHONE CABLES FROM LANDLORD GROUND DIST. ROOM TO LEASED SPACE • WASHINGTON TRAFFIC COUNTER • • ❑M METER HDMI PORT • . • LOCATED AT BACK WRAP. SEE E100. SQUARE 1 PANEL SURFACE (BRANCH) MULTI PORT USB CHARGER • • PROVIDED/INSTALLED BY TENANT'S IT VENDOR SPACE #B07 - — 9577 SW WASHINGTON SQUARE RD. WIRELESS ROUTER • • TIGARD, OR 97223 I PANEL FLUSH (BRANCH) - T TRANSFORMER I A/E PROJECT NO.: M0036 DRAWN BY: ALH CHECKED BY: MTT - ISSUES AND REVISIONS: NOTES: 1. THESE SYMBOLS COMPRISE A STANDARD LIST; ALL SYMBOLS --- - 100% CH ECKSET 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. /\PERMIT/LL/TENANT REV. 12.20.2018 SHEET TITLE: ELECTRICAL RESPONSIBILITY SCHEDULE & SYMBOLS EOO1 • I A-2 I raill "11114""", USB % l 13" � 13" A� :d � 1 A-27 ► 1 84" li-j- 91" " _ . A-]2 18" 1A-18 A-12 91 A-12 A-14 A-14 - -- 84" A-36 • _ 18" i' 27 27 27 27 ® 8 NIIt 1' 11 LIIIIM=.11111111111111.11.11MMOMISMINIMMIIMMIIIMMIIIIIIIIIINIMINIMINIMINENIIIIIIIMINININISt. O 17" ®� 20 F 3 23 �` HALLWAY B-7,9,11 •y 14 O,4 m AKN,..,......_ ! mmA '► 0 ,9 /� A rm III e e r f, `� ,07/1//77 ././Ill7.0... xr F " 1i 21 • FPVAV O 54 �A 54' 54 g J 102" .. ii v g 11,3,5 A-10 MORPHS ___ _- _ i A-19 A-19 I�J 102 A-32 �� I. _,_ — — — _ - 12 , �¢ 102r d. .4 1 I +� l Q 22 FOURTH STREET,4TH FLOOR A-34 A- QA-2 SAN FRANCISCO,CALIFORNIA 94103 Eri 04311> A-2 1 _ _ A-2 ^� ---____ - A-2 -- --_ - i -- i _. Rebecca Olson 102" __ i • ii ■M� A R C H 1 T E C T 14 MGR OFFICE LE_,-_` = 1 I 9_13,15 <129" 14 A 24 A-2 Rebecca Olson Architect, LLC i B-17,19 A-26- O0e 2145 Ford Parkway, Suite 301 E4 Elm B-21,23 Saint Paul, Minnesota 55116 ®© `.__ t ,. .:., II • 651.888.6885 STOCKROOM ' _.__... M A-24 18 17 A-4 ' 18 17 n CONSULTANTS: K 29" • pp A-260O� A-4 `� 11i E1} Ali _.. 18" -34 48"48" �A-20 € i .. e : F v v *A-20 A-4 A 4 A-4 v Gausman VI I A 29• " __ ?A-24 I._,LLJ �'LjU A-30 -A-32 www 48" �"} A-26 A SALES AREA &Moore ` % <29" 1 11 . A-22 0 r 1 Mechanical and A <29" qi A-26 Aft Electrical Engineers A-6 q_6 700 Rosedale TowersTW i .: 1700 West Highway 36 A-30ITYP ��' - ------------ Saint Paul, Minnesota 55113 1 0 A-6 - A-6 A-6 (651)639-9606 FAX 639-9618 M 43) � Project No. 86365 A-30 E�1 dei - /1\ _ E�1 1�► 0 0 0 E® 34 ff' D 3 A-6r �, A-19 'NEB PNLA 4,11) ' / FPVAV g .=---, A-30 STUDIO r 2 l A-10 `I • 1i i', d / B-2,4,6 OD 13 A-25" ( �� r' 8-14 20 VFP AV - * r/ 20 • D •-- 37 4 24 r r A-29'� ';i A-30 :-8,10,12 / �- ( r i ---- 0 r TOILET ROOM r r • �� r r A-8 me A-30 f----;USB 1 f r 0 r1 •l! 1 lir I 18" rr 27 27 �® 27 27 1$" A-31 AFC28 �� MICRO REFRIGAA-23 mm �� q-30 °/ E� •__ A-27OJ / A-16 A-1B ._� A�16 A13$(u��3" A-16 " A-18 " i. A-3 ri 9 r Be 91 Y 0 91 84 1 ilii..iiii��.........i..�r. .i,..i.,....�r�...�..rrrri'.r,� :,.:. SEAL/SIGNATURE I A-6 0D PROFFJ' 4'61530PE� 9 OREGON os NOTE: NOTE: VERIFY ALL CONDITIONS QntR e�ber‘Q'4d w SEE ARCHITECTURAL DRAWINGS FOR EXACT SEE SHEET E000 FOR SPECIFICATIONS. .Qk MOUNTING HEIGHTS OF ALL DEVICES. SEE SHEET E001 FOR ELECTRICAL SYMBOLS & IN FIELD PRIOR TO BID. t•T. :0 1 POWER PLAN RESPONSIBILITY SCHEDULE. Expires -2-31-:9 E100 1/4"=11-0" �4-4.-►c—�, GENERAL NOTES POWER PLAN KEYNOTES 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 VERIFY REQUIREMENT AND MOUNTING HEIGHTS FOR VIDEO WALL WITH TENANT'S VENDOR PRIOR TO BID. REFER TO TENANT VENDOR DRAWINGS FOR MORE INFORMATION. "THRU-WIRING" WHERE AND WHENEVER POSSIBLE. A 0 PROVIDE BLACK RECESSED DUPLEX RECEPTACLES AT SHOW WINDOW PER NEC 210.52. REFER TO ARCHITECTURAL SHEET A300 FOR LOCATION. 2. FIELD VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR PRIOR TO ORDERING RELATED ELECTRICAL EQUIPMENT. O LIGHTING CONTROL PANEL PROVIDED BY TENANT'S VENDOR. MANUFACTURER WATTSTOPPER REFER TO DETAIL 3/E200. =•• r r •■A lb ' • : _ - 1, ' s ; 914. -. 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 ELECTRICAL SERVICE EQUIPMENT LOCATION. REFER TO RISER DIAGRAM AND PANELBOARD SCHEDULES FOR MORE INFORMATION. CIRCUITS 151'-0" UP TO 250'-0" IN LENGTH SHALL UTILIZE#8 CONDUCTORS MINIMUM. RECEPTACLE CIRCUITS O PROVIDE QUAD BOX WITH (2) TWO DUPLEX RECEPTACLES, (1) ONE FOR NORMAL POWER AND (1) ONE FOR "CLEAN" POWER (ISOLATED GROUND).HE CIRCUITS USED TO POWER HE ELECTRONIC CASH REGISTERS SHALL STORE #: O40 ABOVE 251'-0" IN LENGTH SHALL UTILIZE #6 CONDUCTORS MINIMUM. NOT BE USED FOR ANY OTHER PURPOSES. THE CIRCUITS SHALL NOT SHARE THE NEUTRAL OR GROUND WITH OTHER EQUIPMENT. SEPARATE POWER, NEUTRAL AND INSULATED GROUND WIRES. MINIMUM SIZE IS#12 AWG SHALL BE RUN TO THE CIRCUIT BREAKER IN THE PANEL BOARD WHERE THE GROUND WIRE SHALL BE TIED TO THE GROUND TERMINAL ISOLATED FROM NEUTRAL. DO NOT USE THE CONDUIT FOR GROUNDING. ELECTRONIC TOP OF CASHWRAP MILLWORK 4. PLACEMENT OF RECEPTACLES IN THE "SALES" AREA SHALL BE INTENTIONAL(I.E. CENTERED ON COLUMNS, CASH REGISTER OUTLETS SHALL BE LEVITON NO IG 5362 OR APPROVED EQUAL. SEE 2/E100 FOR MORE INFORMATION. WALL FEATURES OR TIGHT TO CORNERS). IF THE RECEPTACLE IS NOT SHOWN IN A DESIRABLE LOCATION, FIELE PROJECT: VERIFY EXACT PLACEMENT OF RECEPTACLE WITH TENANT'S PROJECT MANAGER PRIOR TO ROUGH IN. 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 CONDUIT WITH BRUSH CONDUIT ENDS. COORDINATE ALL TELEPHONE CABLING REQUIREMENT WITH AHJ AND LANDLORD. 5 WHERE US OF JUNCTION INILINGS R INACCESSIBLE LOCATIONS E USED, THE ELECTRICAL CONTRACTOR USE OFJU CTION BOXES ABOVE GYP.BOARD SHALL ARRANGE CIRCUITS TO O COORDINATE FLOOR PENETRATIONS WITH CASEWORK SUPPLIER AND LANDLORD. COORDINATE EXACT LOCATION IN FIELD. PROVIDE FIRE SEALING FOR ALL FLOOR PENETRATIONS. PROVIDE FLOOR BOX WITH TILE FLANGE ID MORPH E THE CEILINGS SHALL BE LIMITED TO LOCATIONS NEAR ACCESS FRAMES USED FOR DIFFUSERS AND RETURN AIR AND BRASS FINISH. REFER TO DETAIL 3 ON SHEET E300. REFER TO ARCHITECTURAL SHEET A230 FOR EXACT FIXTURE LOCATIONS. COORDINATE WITH MILLWORK SHOP DRAWINGS. POWER & DATA TO BE GRILLES OR ACCESS PANELS AS LOCATED ON PLANS. FIELD COORDINATE WITH TENANT'S PROJECT MANAGER 10 PROVIDE DATA OUTLET IN CEILING FOR WIRELESS ROUTER BY IT VENDOR. VERIFY FINAL LOCATION PRIOR TO BID. WASHINGTON PRIOR TO ROUGH-IN TO AVOID ANY CONFLICTS.JUNCTION BOXES ABOVE LAY-IN CEILINGS ARE ACCEPTABLE. INSTALLED ON SIDE OF TRASH 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 CABLE. SQUARE o DRAWER. EC TO COORDINATE �' 6. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO INQUIRE WITH THE LANDLORD'S REPRESENTATIVE ON ANY FIRE N WITH TENANT'S VENDOR FOR ALARM SYSTEM IN USE AT THE LOCATION AT THE TIME OF THE BID. IF THE FIRE ALARM SYSTEM IS NOT 12 EMPLOYEE TIME CLOCK ON WALL. SEE SHEETS E300& E400 FOR ADDITIONAL INFORMATION. MOUNT WITH OPERATING CONTROLS AT 48" All. CASHWRAP WIRING. , _ ADEQUATELY DESCRIBED ON THE DRAWINGS, THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO INFORM THE SPACE #B07 o GENERAL CONTRACTOR AND INCLUDE THE COSTS AS A SEPARATE LINE ITEM IN THE BID, NO ADDITIONAL 13 2' WIDTH x 4' HEIGHT x 3/4"THICK TELEPHONE TERMINAL BOARD WITH DEDICATED FOURPLEX RECEPTACLE AND CIRCUIT WITH ISOLATED GROUND. VERIFY SYSTEM GROUNDING AND OTHER REQUIREMENTS WITH LOCAL 9577 SW WASHINGTON SQUARE RD. ;-IMONIES SHALL BE AWARDED FOR TIE-IN REQUIREMENTS TO A LANDLORD'S FIRE ALARM SYSTEM THAT IS IN TELEPHONE COMPANY. EXTEND 1"TELEPHONE CONDUIT WITH PULL-WIRE FROM SERVICE ENTRANCE AT DEMISING WALL TO TELEPHONE TERMINAL BOARD AS SCHEDULED. VERIFY EXACT LOCATION IN FIELD. TIGARD, OR 97223 , TRASH DRAWER I" I ` EXISTENCE AT THE TIME OF THE BID, WITHOUT A SEPARATE LINE ITEM FOR THE FIRE ALARM SYSTEM AT THE 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) ONE NUTON . TIME OF THE BID. -4 • — ` •• •g • ••• IDE PUSHBUTTON. PROVIDE COMPONENTS NECESSARY FOR A COMPLETE AND OPERABLE BUZZER SYSTEM. ELECTRICAL CUT-OUT LOCATION 7. INSTALL ENGRAVED NAMEPLATE ON SERVICE DISCONNECT SWITCH IN LANDLORD'S SWITCHGEAR WITH 15 NOT USED. PROVIDED BY FIXTURE VENDOR. DEMISED PREMISES' SPACE NUMBER. lb r • 2 " 0 9 EDS REQUIRED TO RUN CABLE TO SALES AREA. EXTEND CONDUIT FROM DATA CABINET TO SALE FLOOR LOCATION. COORDINATE WITH TENANT'S PM. i • 7e 8. NO HANGERS, SUPPORTS,JUNCTION BOXES, ETC. SHALL BE ATTACHED TO ROOF DECK. 17 NEW FIRE ALARM DEVICES TO BE FURNISHED AND INSTALLED BY LANDLORD'S REQUIRED FIRE ALARM CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. COORDINATE ALL REQUIREMENTS WITH G.C. G.C.TO COORDINATE ALL REQUIREMENTS WITH AHJ AND LANDLORD AND INCLUDE IN BID. 9. COORDINATE ROOF PENETRATIONS WITH THE LANDLORD. WRITTEN PERMISSION FROM THE LANDLORD O A/E PROJECT NO.: M0035 ELEVATION EMPLOYEE SIDE OF CASHWRAP SMALL BE RECEIVED PRIOR TO ANY WORK BEING PERFORMED. ROOF PENETRATIONS TO BE BY LANDLORD'S 18 ELECTRICAL CONTRACTOR TO PROVIDE A COMPLETE, COMPLIANT FIRE ALARM SYSTEM FOR THE SPACE THAT CONNECTS TO THE LANDLORD'S BUILDING SAFETY SYSTEM. INSTALL FIRE ALARM PANEL, SMOKE DETECTOR, SPEAKER/STROBES PULL STATIONS ETC.AS REQUIRED BY CODE FOR MARSHALL OR AHJ. FIRE ALARM WIRING SHALL BE INSTALLED IN CONDUIT OP SHALL BE PLENUM RATED CABLE. COORDINATE REQUIREMENTS WITH ALH CONTRACTOR AT TENANT'S ELECTRICAL CONTRACTOR'S EXPENSE. A ► . • ►,', : , , , 1 ! 4', • p • , _• , el -) , , 111. DRAWN BY: 10. ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL CLEAR CHILD-PROOF COVER-PLATES ON RECEPTACLES. 19 ELECTRICAL CONTRACTOR TO PROVIDE CEILING MOUNTED JUNCTION BOX FOR SIGNAGE. COORDINATE FINAL SIGN PLACEMENT AND ACCESS PANEL LOCATION WITH SIGN VENDOR. SEE SHEET E200 FOR MORE CHECKED BY: MTT INFORMATION. 2 CASHWRAP ELECTRICAL MOUNTING DETAIL 11. ELECTRICAL CONTRACTOR IS TO CUT FLOOR (CORE DRILL ON ELEVATED FLOORS) AS REQUIRED TO INSTALL t * •w 9 fir' e •• 1. * • 911 • I 994 , , , L 9 1 , _ , , • • ••, ,►I• • I LLL I AIL.' • , -• • ••. - • 9 • • • ♦ I •t • ,f I• ISSUES AND REVISIONS: CONDUITS TO CASHWRAP UNITS AND PATCH FLOOR TO MATCH EXISTING. COORDINATE WORK WITH E100 NO SCALE LANDLORD PRIOR TO START OF WORK. ® NEW FPVAV-1. 208V/3 PHASE. ELECTRICAL CONTRACTOR TO MAKE CONNECTION TO FUSED DISCONNECT AT UNIT,AND DUCT SMOKE DETECTOR IN AIR DUCT. 100% CHECKSET 10.22.2018 12. TELEVISION SETS, VIDEO RECORDERS, SPEAKERS,AND COAXIAL CABLES WILL BE FURNISHED AND INSTALLED ® NEW FPVAV-2. 208V/3 PHASE. ELECTRICAL CONTRACTOR TO MAKE CONNECTION TO FUSED DISCONNECT AT UNIT, AND DUCT SMOKE DETECTOR IN AIR DUCT. LL/PERMIT/BID 11.02.2018 LOW VOLTAGE INSTALLATION NOTES BY GENERAL CONTRACTOR. ELECTRICAL CONTRACTOR 1S TO FURNISH AND INSTALL NECESSARY CONDUITS, PULL WIRES, JUNCTION BOXES, ETC. AS REQUIRED. 23 NEW FPVAV-3. 208v/3 PHASE. ELECTRICAL CONTRACTOR TO MAKE CONNECTION TO FUSED DISCONNECT AT UNIT, AND DUCT SMOKE DETECTOR IN AIR DUCT. PERMIT/LL/TENANT REV. 12.20.2018 0 NEW FPVAV-4. 208V/3 PHASE. ELECTRICAL CONTRACTOR TO MAKE CONNECTION TO FUSED DISCONNECT AT UNIT, AND DUCT SMOKE DETECTOR IN AIR DUCT. 13. ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL A POLY PULL STRING IN EMPTY CONDUITS FOR FUTURE 0 ELECTRICAL CONTRACTOR TO PROVIDE AND STUB TWO (2) 3/4" CONDUITS BELOW FLOOR, FOR (4) FOUR POS CIRCUITS.TERMINATE CONDUITS WITH NYLON BUSHING AND PULL STRING. GC TO COORDINATE ALL LOW VOLTAGE REQUIREMENTS WITH APPROPRIATE TENANT VENDOR. REFER TO VENDOR LIST ON ARCHITECTURAL SHEET G100. USE. SECURE PULL STRING AT BOTH ENDS OF CONDUIT. • COORDINATE ROUTING OF POWER AND DATA CONDUITS UNDER FLOOR SLAB WITH LANDLORD REPRESENTATIVE PRIOR TO BID AND ROUGH IN. 14. ELECTRICAL CONTRACTOR IS NOT TO SHARE THE NEUTRAL CONDUCTOR OF A CIRCUIT CONTAINING A"GFCI" ED COORDINATE MOUNTING HEIGHT, CONNECTION AND FINAL LOCATION WITH TENANT MILLWORK MANUFACTURER. REFER TO ARCHITECTURAL SHEET A230 FOR OUTLET LOCATIONS. COORDINATE FINAL CONNECTION OF TENANT VENDOR CONTRACTOR DEVICE WITH ANY OTHER CIRCUIT. LIGHTS WITH MILLWORK MANUFACTURER. TENANT SECURITY VENDOR (ADT/PROTECTION 1)TO FURNISH ALL SECURITY EC TO FURNISH AND INSTALL DUPLEX RECEPTACLE AND DATA PORT IN MANAGER'S OFFICE 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 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 CABINET. SECURITY CAMERAS CABLING AND COMPLETE FINAL CONNECTION. INSTALLED AND INTERNET CONNECTION IS ESTABLISHED PRIOR TO CAMERA INSTALLATION. 0 AT DIGITAL DISPLAY MONITOR, ELECTRICAL CONTRACTOR TO COORDINATE ALL ELECTRICAL AND LOW VOLTAGE REQUIREMENTS. COORDINATE INSTALL LOCATION WITH TENANT'S VENDOR PRIOR TO INSTALLATION. TENANT RETAIL DATA VENDOR (RETAIL NEXT) TO FURNISH AURORA EC TO PROVIDE CAT6 CABLING FOR AURORA SENSOR(S) LOCATION. SENSOR SHALL BE CENTERED 4) A ARM K Y PAD LOCATION. AURORA SENSORS SENSOR(S) EQUIPMENT. ON DOOR AND 3 TO 4 FEET FROM STOREFRONT ENTRY. EC TO PROVIDE 10-0 SERVICE LOOP. EC A TO FURNISH AND INSTALL DATA RACK AND SWITCH PRIOR TO INSTALLATION. CONFIRM INTERNET 31 NOT USED. CONNECTION IS ESTABLISHED PRIOR TO SENSOR(S) INSTALLATION. EC TO INSTALL AND 4110 L • , 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 COMPLETE FINAL CONNECTION OF SENSOR(S) PER VENDOR'S INSTALLATION INSTRUCTIONS. 1 1,4 : e - ti5:- •I• : •! • : ••e• L 4 • • , .T e II OtI REFER TO QUICK START TRAFFIC INSTALLATION GUIDE FOR MORE INFORMATION. EC TO 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 (4) CONTACT RETAIL NEXT DURING INSTALLATION TO ENSURE DEVICE IS ONLINE AND VERIFY ORIENTATION. i FOUR CAT 5 CABLES TO BOTTOM CENTER OF LED DISPLAY.VERIFY IN FIELD LOCATION OF STUB IN POWER CONDUIT AND DATA CABLES. 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 r/ • : :• ' . . o ` ` b ' ' •'' EQUIPMENT, CABLING AND PLASTER RINGS. PLAY NETWORK TO INSTALL ALL SPEAKER LOCATION. A ® PROVIDE BLACK RECEPTACLE AND COVER PLATE FOR RECEPTACLES WITH THIS NOTE. DEVICES AND CABLING. 36 COORDINATE ALL ELECTRICAL REQUIREMENTS FOR LIGHT BOX WITH TENANT PRIOR TO ROUGH-IN. 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 37 TV MONITOR. HDMI, DATA JACK,AND QUAD RECEPTACLE TO BE MOUNTED AT 48" AFF. DATA AND HDMI JACK TO BE A RECESSED BOX TYPE APPLICATION. SIGNAGE. SIGN INSTALLER TO MAKE FINAL CONNECTIONS. SIGNAGE. COORDINATE ACCESS PANEL LOCATIONS WITH SIGN VENDOR. SHEET TITLE: PHONE/DATA TENANT VENDOR (GRANITE TELECOMMUNICATIONS)TO FURNISH AND CONTRACTOR TO FURNISH AND INSTALL PHONE BOARD (IF NOT EXISTING ) AND ALL ELECTRICAL INSTALL DATA CABINET AND ALL CABLING FOR MANAGER'S OFFICE, BOG, DEVICES FOR PHONE/DATA NOT PROVIDED BY TENANT VENDOR. CONTRACTOR TO PROVIDE POWER & SYSTEMS CASHWRAP AND WIRELESS ACCESS POINTS. DATA CABLING FOR EMPLOYEE TIME CLOCK. CONTRACTOR TO PROVIDE DATA AT STORY WALL MILLWORK FIXTURES. 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BL , , I Expires 12-31-19 1 LIGHTING PLAN /ga -.,--77. E200 1/4"=1'-0" NOTE: SEE ARCHITECTURAL DRAWINGS FOR EXACT MOUNTING HEIGHTS OF ALL DEVICES. TO ADDITIONAL VERIFY ALL CONDITIONS ,:."'N' OCCUPANCY SENSORS NOTE: IN FIELD PRIOR TO BID. r -- - -(u --z (QUANTITY SHOWN SEE SHEET£000 FOR SPECIFICATIONS. ON PLANS) SEE SHEET E001 FOR RESPONSIBILITY SCHEDULE. I I LOW VOLTAGE OCCUPANCY SENSOR (QUANTITY AS SHOWN ON PLANS) LINE VOLTAGE - ..„ n CLASS 2 VOLTAGE LOW VOLTAGE [I STORE #: SWITCHWIRING (TYP.) OCCUPANCY 040 SENSOR SWITCH CLASS 2 VOLTAGE--.1 PROJECT: WIRING (TYP.) LINE VOLTAGE WIRING (TYP) IMORPHE POWER PACK POWER PACK WASHINGTON LINE VOLTAGE WIRING TO LIGHTING �' SQUARE PANELBOARD GENERAL NOTES LIGHTING PLAN KEYNOTES (120/277 VAC) LINE VOLTAGE LOCATE POWER PACK WIRING TO LIGHTING SPACE #B07 ABOVE ACCESSIBLE PANELBOARD 9577 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. CEILING MOUNTED OCCUPANCY SENSOR WALL MOUNTED OCCUPANCY SENSOR 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 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 A RESULT OF A FIELD CONDITION ARE ACCEPTABLE. LIGHTING FIXTURES SHALL BE MANUFACTURED TO ON THIS SHEET AND ON [300 FOR MORE INFORMATION. NOTES ACCOMMODATE "THRU-WIRING"-ANY RELATED COSTS FOR MULTIPLE CONNECTIONS SHALL BE INCLUDED IN BID- A. SENSOR SWITCH IS SHOWN AS THE BASIS OF DESIGN. REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION AND OTHER ACCEPTABLE 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, FINAL SELECTION. PROVIDE ADDITIONAL ROOM CONTROLLERS FOR MILLWORK FIXTURES. SEE SHEET[300 FOR MORE COMPONENTS AND WIRING WILL LIKELY DIFFER AND THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A COMPLETE, OPERATIONAL A/E PROJECT NO.: M0036 3. SEE REFLECTED CEILING PLAN ARCHITECTURAL SHEET A300 FOR EXACT LOCATION AND QUANTITY OF LIGHTING INFORMATION ON ADDITIONAL LIGHTING CONTROL. COORDINATE WITH LIGHTING VENDOR FOR MORE INFORMATION. SYSTEM EQUIVALENT TO THAT SHOWN. FIXTURES. B. WIRING DIAGRAMS ARE DIAGRAMMATIC AND SHOWN FOR REFERENCE ONLY. REFER TO MANUFACTURER'S WIRING DIAGRAMS FOR ALL DRAWN BY: ALH O WIRE TO BYPASS SWITCH CONTROL LIGHTING RELAY FOR NIGHT LIGHTS, EMERGENCY LIGHTS AND REQUIRED COMPONENTS AND WIRING. 4. ELECTRICAL CONTRACTOR'S BID SHALL INCLUDE THE INSTALLATION OF LIGHT FIXTURES AND ASSOCIATED LAMPS EXIT LIGHTS. "NL" DENOTES NIGHT LIGHT. C. INSTALL LOW VOLTAGE WIRING IN 3/4" CONDUIT(MIN.) CHECKED BY: MTT FURNISHED BY TENANT. ELECTRICAL CONTRACTOR 1S RESPONSIBLE TO ENSURE THE ADJUSTABILITY OF DIRECTIONAL D. REFER TO MANUFACTURER'S LATEST LITERATURE FOR REQUIRED WIRING SIZES. INCREASE AS REQUIRED FOR VOLTAGE DROP. FIXTURES AFTER INSTALLATION. O5 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 AHJ. 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 ATA MAXIMUM OF F. LOW VOLTAGE WIRING IS NOT SHOWN ON PLANS AND NOT ALL LINE VOLTAGE WIRING IS SHOWN ON PLANS. PROVIDE ALL REQUIRED 15'-0" FROM SIGN CONNECTION. COORDINATE ACCESS PANEL LOCATION WITH SIGN VENDOR. PROVIDE TIMECLOCK LINE AND LOW VOLTAGE WIRING FORA COMPLETE, FUNCTION SYSTEM. 100% CHECKSET 10.22.2018 LOCAL CODES. EMERGENCY AND EXIT FIXTURES SHALL BE DUAL VOLTAGE WITH BATTERY BACKUP (120/277 VOLT 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. INPUT). 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 /1\PERMIT/LL/TENANT REV. 12.20.2018 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 146 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. � EXHAUST FAN ` LIGHT FIXTURES. LIGHTING CONTROL MATRIX LIGHTING FIXTURES <- O INSTALL SURFACE MOUNTED OCCUPANCY SENSOR,TENANT VENDOR FURNISHED. PROVIDE WIRING AS REQUIRED.. TOILET ROOM <_ 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. 10 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 X LIGHTING FOR WORKING SPACES ABOVE SERVICE EQUIPMENT SHALL NOT BE CONTROLLED BY AUTOMATIC MEANS ONLY LIGHTS VERIFY 10% x 11 VERIFY FIXTURES ARE CONNECTED TO SWITCH. IF NO SWITCH IS PRESENT,ADD A SWITCH TO FIXTURE. / I I SALES TYPE B1 LIGHTS X VERIFY 10% X X / 1\ . iz MANUAL SWITCH. FIELD VERIFY EXACT LOCATION. 4 SALES TYPE Cl LIGHTS X VERIFY 10% X X 0 CAMERA CCTV SYSTEM PROVIDED BY TENANT'S VENDOR WHO WILL CONNECT TO RECORDER/MONITOR IN MANAGER'S OFFICE. MANUAL MOTOR I CONFIRM LOCATIONS OF CAMERAS WITH TENANT.TENANT'S VENDOR TO PROVIDE ALL CONDUIT AND CABLING. STARTER I SALES TYPE P WALL EXHAUST FAN POWERED BY LIGHTING CIRCUIT. SEE DETAIL 3/E200 FOR MORE INFORMATION. N ' WASHERS X VERIFY 10% X X 14 120VAC, 1PH SALES DISPLAY 15 X VERIFY 10%PROVIDE 5 BUTTON PUSH BUTTON,TYPE LMSW-105 FOR CONTROL OF SALES FLOOR AND STUDIO LIGHTING. SEE DETAIL 1 ON SHEET L1 I X X LIGHTING E300 FOR MORE INFORMATION. ' �. .........- 'I STOCKROOM x 15 X SHEET TITLE: Z4 RESTROOM X 15 X LIGHTING PLAN MANAGER'S OFFICE X 15 X OCCUPANCY SENSOR IN TOILET ROOM 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 WIRING DIAGRAM FOR TOILET ROOM EXHAUST FAN B. REFERENCE COMPLETE WIRING DIAGRAM PRIOR TO INSTALLATION. A C. IF DIMMING IS CALLED FOR IN SCHEDULE ABOVE, ITIS THE CONTRACTORS RESPONSIBILITY TO VERIFY AND PROVIDE ALL NECESSARY \ E200 NO SCALE PARTS, BALLASTS, DRIVERS, ETC TO PROVIDE THE DIMMING FUNCTION. LIGHT FIXTURE SCHEDULE SYMBOL DESCRIPTION FIXTURE MANUFACTURER & MODEL A I 0 11 I) I I E MOUNTING FINISH LAMP TYPE WATTS MOUNTING HEIGHT NOTES NUMBER AMERLUX A RECESSED ACCENT DISPLAY LIGHT C3MR/SR-FRAME-2-LED-120-0-10V RECESSED IN WHITE LED 21W CEILING HEIGHT TRIM: 6" X 10-3/4" C3MR-TRIM-2-21-LED-WT-120-277 CEILING -N F-NF-WT-3CLA-SN-0-10V AMERLUX RECESSED ACCENT DISPLAY LIGHT RECESSED INMORPHE Al WITH LINEAR SPREAD LENS C3MR/SR-FRAME-2-LED-120-0-10V CEILING WHITE LED 21W CEILING HEIGHT TRIM: 6" X 10-3/4" 22 FOURTH STREET,4TH FLOOR C3MR-TRIM-2-21-LED-WT-120-277 SAN FRANCISCO,CALIFORNIA 94103 -N F-N F-WT-3CLA-SN-0-10V-LS-LS AMERLUX Rebecca Olson B1 RECESSED ACCENT DISPLAY LIGHT C3MR/SR-FRAME-1-LED-120-0-10V RECESSED IN BLACK LED 21W CEILING HEIGHT TRIM: 6" X 6" ARCHITECT C3MR-TRIM-1-21-LED-BT-120-277-NF- CEILING BT-3CLA-SN-0-10V Rebecca Olson Architect, LLC PINNACLE CUSTOM 4' x 8' LIGHT FIXTURE; PER 2145 Ford Parkway, Suite 301 MANUFACTURER'S RECOMMENDATIONS, ATTACH (8) Saint Paul, Minnesota 55116 C2 RECESSED ACCENT DISPLAY LIGHT LF44 A 945L0 FL OL1 1 0 W RECESSED WHITE LED 130W CEILING HEIGHT 10 GAUGE STEEL BRACING WIRES- (1) FOR EACH 651.888.6885 CRF180236 CORNER OF LIGHT FIXTURE. WIRES SHALL BE ATTACHED TO STRUCTURAL FRAMING ABOVE. CONSULTANTS: WEST ELM SATCO 59871; LED; CLEAR Gausman 0 DECORATIVE PENDANT LIGHT SCULPTURAL CLEAR GLASS GLOBE SURFACE BRONZE SHADE CANDELABRA BASE 4.5W CEILING HEIGHT GC TO ASEEMBLE 7-LIGHT BRONZE CHANDELIER &Moore Mechanical and MERCURY Electrical Engineers J 2X2 LED RECESSED RECESSED WHITE 20W 700 Rosedale Towers LED CEILING HEIGHT 1 700 West Highway 36 LR15-22G-2300-35K-U N I Saint Paul, Minnesota 55113 (651)639-9606 FAX 639-9618 Project No. 86365 AMERCURY LIGHTING CEILING HEIGHT AND/OR K 1X4 STRIP LIGHT SURFACE/ WHITE LED 35W SUSPENDED AT 12'-0" CEILING MOUNTED WHERE LW3-4-3800-35K-HTA-UNI SUSPENDED CEILING EXISTS AFF AT OPEN CEILING AMERLUX TRIM: 6" X 10-3/4". GC TO ADJUST WALL WASHERS p RECESSED ADJUSTABLE WALL WASH RECESSED WHITE LED 42W CEILING HEIGHT TO AIM LIGHT ABOVE PERIMETER MILLWORK MCAV-FRAME-A17-42-120-0-10V FIXTURES. COORDINATE WITH CONSTRUCTION Lighting EDR 1729 MCAV A17 WT WW 3CLA PROJECT MANAGER ON SITE. Red Load (a) 1 i i Y i I I I l i i , I € 1 1 1 1 1 ., EC-211 CONTECH LIGHTING CEILING/WALL CEILING HEIGHT/WALL WITH 90 MINUTES OF LMZC-301 Neutra!lfdht * — 0 Dimming Roorrt Y EMERGENCY LIGHT MOUNTED, LED 5W MOUNTED (REFER TO EMERGENCY BATTERY BACKUP DLM ZONE/TIME CONTROLLER Controller EL2HALEDEM-P UNO PLAN) Unsimtched I Hot 1311( 120/277 Grn SEAL SIGNATURE EVEN LITE WITH 90 MINUTES OF D PROF _ Y1 RECESSED EMERGENCY LIGHT RECEILING IN LED 25W ABOVE CEILING EMERGENCY BATTERY BACK UP `5��G 1 N �/ )3V-:::7°}i' 0 A Earth J . CV 9 [2:'1, APL 25 LC UI �� y g Q 6153OPE r ®'T 0 ® g RI ti J� Ground ic 0 11 . L NS WITH 90 MINUTES OF ` '� B ��1�' i CONTECH LIGHTING CEILING/WALL OREGON" EXIT LIGHT 6" CENTERED ABOVE e —7) V X (ACRYLIC EDGE LIT) MOUNTED, LED 3W DOOR (REFER TO PLAN) EMERGENCY BATTERY BACK UP Qi `bber AA' 4/ REXA-MF-R-EM UNO it, T. BV" Expires 121-19 WITH 90 MINUTES OF X1 EXIT SIGN/LIGHT COMBO CONTECH LIGHTING CEILING/WALL D6" CENTERED ABOVE EMERGENCY y T LED 3,8W DOOR (REFER TO PLAN) / ` EMERGENCY BATTERY BACK UP ` EX2HRLEDEM-P UNO ) LMSW-105 LMRJ Series Pre—Terminated Cables or CAT5e. Free Topology & Splitter Acceptable FROM ( _iy�L ( TO NEXT` `_ MS/TP DEVICE ) ) MS/TP DEVICE I " 1 . /— STORE #: 040 5 BUTTON FOR CONTROL OF SALES LIGHTING. SEE SHEET E200 FOR MORE INFORMATION. / FIXTURES SHALL BE NEW UNLESS NOTED OTHERWISE. WHERE EXISTING FIXTURES ARE TO REMAIN, REPLACE FIXTURES/BALLAST AND LAMPS AS NEEDED FOR LIKE NEW APPEARANCE AND OPERATION. PROJECT: LIGHT FIXTURES AND LIGHTING CONTROLS PROVIDED BY CAPITOL LIGHT. IF YOU HAVE ANY QUESTIONS CONTACT ANDRE LUCERO:415-314-6201 GC TO COORDINATE A START UP DATE WITH WATTSTOPPER AND CAPITOL LIGHT. GC TO CONTACT WATTSTOPPER FIELD TECHNICAL SERVICES AT 888-852-2778 TO SCHEDULE THE START UP VISIT, REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND OR ROOM FINISH SCHEDULE TO DETERMINE PROPER TYPE OF LIGHT FIXTURE REQUIRED FOR THE CEILING CONSTRUCTION PRIOR TO ORDERING THE MORPH E FIXTURES AND PROVIDE FIXTURES THAT ARE COMPATIBLE WITH THE CEILING SYSTEM. WASHINGTON MR16 LAMPS SHALL BE 10,000 HOUR LAMPS. 1 WATTSTOPPER TYPICAL WIRING DIAGRAM WHERE LIGHT FIXTURES ARE SHOWN TO HAVE EMERGENCY BALLASTS, THE EMERGENCY BALLASTS SHALL PROVIDE A MINIMUM OF NINETY(90) MINUTES OF CODE REQUIRED EMERGENCY LIGHTING. EACH SQUARE E300 NO SCALE EMERGENCY BALLAST PROVIDED SHALL PRODUCE THE MAXIMUM LUMEN OUTPUT AVAILABLE FOR THE LAMP USE.D EMERGENCY LIGHTING BALLASTS SHALL BE BODINE OR APPROVED EQUAL. SPACE #607 9577 SW WASHINGTON SQUARE RD. TIGARD, OR 97223 ALIGN FLOOR BOX TO BE FLUSH TO ADJACENT FINISHED FLOOR 7 1/2" / A/E PROJECT NO.: M0036 / DRAWN BY: ALH TWO EACH DUPLEX - - - RECEPTACLES CHECKED BY: MTT >° -; ca a I= a I ISSUES AND REVISIONS: /� —6-A . , ,, �`� 100% CHECKSET 10.22.2018 /1\ I LL/PERMIT/BID 11.02.2018_4# .. - , AkW 11 DATA COMPARTMENT lli PERMIT/LL/TENANT REV. 12.20.2018 Kit -1Iit ,1 I 4. - .IA—TV . -.4 \4'. ci .- JI n 4 POWER CONDUIT _- __ - __ ,-- r (3/4'i MINIMUM POWER NOTE: FLOOR BOX SHALL CARRY REQUIRED FIRE RATING CONDUIT SIZE) FOR FLOOR ASSEMBLY. SUPPLIER TO VERIFY PRIOR TO BID AND CONFORM TO REQUIREMENTS. NOTE: PROVIDE FLOOR BOX WITH QUANTITY OF RECEPTACLES & OUTLETS INDICATED_ SHEET TITLE: LIGHT FIXTURE C)1 FLOOR BOX DETAIL SCHEDULE & LIGHTING nrfCi NO SCALE CONTROL DIAGRAM E300 _ FIRE ALARM SYSTEM NOTES 1. THE FIRE ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS AND I MEET STATE AND LOCAL CODE REQUIREMENTS.THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE I TO PROVIDE ALL CODE REQUIRED DOCUMENTS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: ( t PANEL NAME: A VOLT: 208Y1120 BUS SIZE: 225 AMPS REMARKS: PANEL NAME B VOLT: 208Y1120 BUS SIZE: 225 AMPS REMARKS: { LOCATION: STOCKROOM PH: 3 MAIN BRKR: 200 AMPS LOCATION: STOCKROOM PH: 3 MAIN BRKR: 175 AMPS A. A FLOOR PLAN WHICH INDICATES THE USE OF ALL ROOMS, 4 B. LOCATIONS OF ALARM INITIATING AND NOTIFICATION APPLIANCES. -.� I t 1 1 1 I MOUNTING: SURFACE WIRE: 4 V.A. V.A. V.A. V.A. V.A. V.A. GNDBUS: YES GR:INO MOUNTING SURFACE WIRE: 4 V.A. V.A. V.A. V.A. V.A. V.A. GNDBUS: YES GR:INO C. ALARM CONTROL AND TROUBLE SIGNALING EQUIPMENT. { RM. NO. LOAD DESCRIPTION TYPE BRKR CKT A B C A B C CKT BRKR TYPE LOAD DESCRIPTION RM.NO. RM.NO. LOAD DESCRIPTION TYPE BRKR CKT A B 1 C A B 1 C CKT BRKR TYPE LOAD DESCRIPTION RM. NO. D. ANNUNCIATION SALES FLR PENDANT LGHT L 20/1 1 32 900 2 20/1 R SALES FLOOR RECEPT LM 50 1 4552 [ 4552 2 50 M E. POWER CONNECTION SALES FLR LIGHTS L 20/1 3 945 720 4 20/1 R SALES FLOOR RECEPT FPVAV-1 LM 1 3 4552 4552 4 I M FPVAV-2 F. BATTERY CALCULATIONS G. CONDUCTOR TYPE AND SIZES SALES FLR LIGHTS L 20/1 5 387 900 6 20/1 R SALES FLOOR RECEPT LM 3 5 4552 I 4552 6 3 M 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 SALES FLR LIGHTS L 20/1 9 189 360 10 20/1 R STOREFRONT RECEPT FPVAV-3 M / 9 2552 thilikilk 1849 10 / M FPVAV-4 MATERIALS. STUDIO LIGHTS L 20/1 11 I 585 540 12 20/1 R MILLWORK LIGHTS RECEPT M 3 11 - 2552 1849 12 3 M J. DETAILS OF CEILING HEIGHT AND CONSTRUCTION � � t� K. THE INTERFACE OF FIFE SAFETY CONTROL FUNCTIONS. STOCKIHALLRESTRMLGTS L 20/1 13 516I� � I;�. �'� 720 �t! ( ''`. 14 20/1 R MILLWORKLIGHTSRECEPT R 20/ 13 1050 r 360 14 20/1 R STUDIO TV POWER STOREFRONT SIGNAGE C 20/1 15 500 540 ,,iiiIi.ii �, 16 20/1 R MILLWORK LIGHTS RECEPT BACKWRAP LED SCREEN R 2 15 1050 - 16 20/1 SPARE THESE DOCUMENTS SHALL BE PREPARED BY A CERTIFIED FIRE ALARM DESIGNER AND SHALL BE SUBMITTED MORPHE R 201 17 1050 18 20/1 SPARE 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 720 18 20/1 R MILLWORK LIGHTS RECEPT Ilii : SAN FRANCISCO,CALIFORNIA 94103 TIMECLOCK(FOR SIGNAGE) R 20/1 19 180 ; i: 360 20 20/1 R BACKWRAP RECEPTACLE BACKWRAP LED SCREEN R 2 19 1050 a kll��a�6ais 20 SPACE 2. WIRING SHALL BE IN CONDUIT AND SHALL BE SIZED PER THE NATIONAL ELECTRICAL CODE. DO NOT RUN MICROWAVE R 20/1 21 100 360 22 20/1 R BACKWRAP RECEPTACLE R 201 21 1050 '1tI�I►pvll 22 SPACE ANY OTHER WIRING IN THE SAME CONDUIT WITH ALARM WIRING. DO NOT RUN 120VAC WIRING WITH BOTTLE WATER COOLER RCPT R 20/1 23 i 180 720 24 20/1 R CASHWRAP RECEPTACLE BACKWRAP LED SCREEN R 2 23 1050 24 SPACE ALARM WIRING. ALL WIRE TO BE SHIELDED CABLE.JUNCTION BOXES ASSOCIATED WITH THE FIRE- Rebecca Olson TELEPHONE BOARD R 20/1 25 360 720 26 20/1 R CASHWRAP RECEPTACLE SPACE 25 26 SPACE ALARM SYSTEM SHALL BE SPRAY PAINTEDFIRE ENGINE RED. SPACE 27 1I ` 28 SPACE ARCHI TEC T USB RECEPT R 20/1 27 360 360 28 20/1 R RESTROOM GFCI ]]�i1I'' �° 3. WIRE AND CABLE SHALL BE RATED PER THE LATEST REVISION OF THE NATIONAL ELECTRICAL CODE > h: { X11 3 l�,{ :, ., STOCK/HALL RECPTS R 20/1 29 360 F• .. 720 30 20/1 R STUDIO RECEPTACLES SPACE 29 � i� #! I I 30 SPACE SECTION 760. WH-1:WATER HEATER C 20/1 31 1500 • • 360 r � 32 20/1 R MANAGERS OFFICE RECEPT Rebecca Olson Architect, LLC ',hili PER PHASE TOTAL VA 15965 15605 15605 1212012018 4. CONFIRM WIRING REQUIREMENTS WITH PROPOSED FIRE ALARM SUPPLIER PRIOR TO BID AND PROVIDE DATNMEDIACABINET R 20/1 33 !.!L 180 1 540 34 20/1 R MANAGERS OFFICE RECEPT I I I 2145 Ford Parkway, Suite 301 tl :. IN ACCORDANCE THEREWITH. WIRING SHOWN ON THIS DIAGRAM REPRESENTS THE MINIMUM SIZE ,,11,,,1,1�1r'11TOTAL CONNECTED VA 47175 V.A Saint Paul, Minnesota 55116 SPARE 20/1 35 � �l� "� E: 360 36 20/1 R SALES GENERAL RECEPT REQUIRED. WIRE SIZES SHALL BE INCREASED AS REQUIRED FOR VOLTAGE DROP. SPACE 37 38 20/1 SPARE TOTAL CONNECTED AMPS 131 AMPS 651.888.6885 SPACE 39 40 20/1 SPARE 3 x HIGHEST PHASE 47895 V.A 5. WIRING SHALL BE CONTINUOUS FROM ONE DEVICE TO THE NEXT. SPLICING IS PROHIBITED. CONSULTANTS: SPACE 41 '�, :': :II III�'i'':� i 111`L4 ,,, I.I!l �.II1I�I : 42 2011 SPARE HIGHEST AMPS 133 AMPS 6. THE TYPICAL WIRING DIAGRAM IS NOT INTENDED TO SHOW QUANTITIES OF DEVICES. REFER TO PLANS FOR EXACT QUANTITIES. IPER PHASE TOTAL VA I 6869 I 5154 I 6672 I 12/20/2018 LOAD TYPE _°NN.L,1 MOLT.n, .a ' 1ST 10KVA+(>1OKVA)12 7. CONDUCTORS INCLUDING SHIELDS SHALL TEST FREE OF OPENS, SHORTS AND GROUNDS BEFORE Gasman TOTAL CONNECTED VA 18695 V.A L= LIGHTING 0 X1.25= 0 0 RECES @ 100% I I MAKING CONNECTIONS TO THE FIRE ALARM CONTROL PANEL. (TOTAL CONNECTED AMPS 52 AMPS( 0 = CONTINUOUS 0 X1.25= 0 &Moore 3 x HIGHEST PHASE 20606 V.AI LM= LARGEST MOTOR 136561 X1.25= 17070 8. EACH FIRE ALARM PANEL REQUIRES A DEDICATED 120VAC CIRCUIT. RUN 3-#12 (INCLUDES THE GREEN Mechanical and HIGHEST AMPS 57 AMPS] M= REMAINING MOTORS 268591 X1 = 26859 GROUND WIRE) FROM A 20 AMP CIRCUIT BREAKER. PROVIDE A LOCK ON CLIP AND RED MARKING ON Electrical Engineers N = NON-CONTINUOUS of X1 = 0 THE BREAKER. 700 Rosedale Towers R= RECEPTACLE 66601 " = 6660 9. SMOKE DETECTOR HEADS SHALL BE INSTALLED FREE OF DUST OR ANY OTHER CONTAMINATION. SMOKE 1700 West Highway 36 LOAD TYPE C Oh H E C TE 3 . 1ST 10KVA+(>1 OKVA)/2Saint Paul, Minnesota 55113 KIK21K3= KITCHEN EQUIP 01 "" . 0 DETECTORS SHALL NOT BE MOUNTED WITHIN 3'-0' OF A SUPPLY OR RETURN AIR GRILLE. COORDINATE (651)639-9606 FAX 639-9618 L= LIGHTING 35151 X1.25= 4393 - 0 PIECES @ 100% TOTAL CALCULATED LOAD (VA) = 50589 I SMOKE DETECTOR LOCATIONS WITH MECHANICAL CONTRACTOR PRIOR TO INSTALLATION. Project No. 86365 C= CONTINUOUS 2000 X1.25= 2500 1 TOTAL CALCULATED AMPS = 140 LM= LARGEST MOTOR 0 X1.25= 0 10. IN ROOMS REQUIRING SMOKE DETECTION, IF THERE IS NOT A SMOOTH, FLAT CEILING,THEN DETECTION SHALL BE SPACED PER NFPA 72. IF THERE ARE BEAM DEPTHS LESS THAN 10%OF THE CEILING HEIGHT M= REMAINING MOTORS 0 X1 = 0 (0.1XH), SMOOTH CEILING SPACES SHALL BE PERMITTED. IF THERE ARE BEAM DEPTHS EQUAL OR N= NON-CONTINUOUS 0 X1 = 0 GREATER THAN 40%OF CEILING HEIGHT(0.4XH), SPOT SMOKE DETECTORS SHALL BE LOCATED ON THE IR- RECEPTACLE 13180 = 11590 CEILING IN EACH BEAM POCKET PER NFPA 72 2007, 5.7.3.2.4. K/K2/K3= KITCHEN EQUIP D ' . 0 11. HORNS AND STROBES SHALL BE WIRED SEPARATELY FOR SYNCHRONOUS OPERATION. PROVIDE TOTAL CALCULATED LOAD(VA) = 18483 SYNCHRONIZATION MODULES AS REQUIRED TO COMPLY WITH CODE. TOTAL CALCULATED AMPS = 51 12. DUCT DETECTORS SHALL HAVE REMOTE TEST STATIONS INSTALLED IN AN ACCESSIBLE LOCATION AND BE CLEARLY LABELED TO INDICATE THEIR FUNCTION AND THE MECHANICAL UNIT ASSOCIATED WITH EACH DETECTOR. DUCT DETECTOR TEST STATIONS SHALL BE LOCATED AS CLOSE TO THE APPLIANCES AS POSSIBLE FOR EASE IN LOCATING AND UNLESS ASSOCIATED WITH ROOF TOP MECHANICAL UNITS. A. IF THERE ISA 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. �`�`� /� C. IF THERE IS NO CEILING, THE REMOTE TEST STATIONS SHALL BE MOUNTED ON A PILLAR OR WALL SEAL/SIGNATURE / ; \ AS CLOSE TO THE DEVICE AS POSSIBLE. p 13. THE LOCATION OF DETECTORS IN AIR DUCT SYSTEMS SHALL BE PERMANENTLY AND CLEARLY IDENTIFIED .`,so. PROTC� AND RECORDED. �S fir,I N,t 40 14. LOCATION OF FIRE ALARM REMOTE TEST STATIONS SHALL BE LABELED PER LOCAL AUTHORITY 4'61530PE REQUIREMENTS.TEST STATION LOCATIONS SHALL BE FIELD VERIFIED WITH LOCAL AUTHORITY PRIOR TO ROUGH IN. co m OREGON 0 15. DUCT DETECTORS SHALL BE INSTALLED AND POSITIONED TO ALLOW EASY ACCESS FOR PERIODIC Q �''ber A4""A14/ INSPECTION AND TESTING. �V�T gL" 16. PROVIDE A KNOX BOX AS REQUIRED BY LOCAL FIRE DEPARTMENT. EXACT QUANTITIES AND LOCATIONS I Expires 12-31-19 AS DETERMINED BY LOCAL AUTHORITY. KNOX BOX MANUFACTURER SHALL BE AS REQUIRED BY LOCAL � � 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 $t: 040 PROJECT: MORPHE WASHINGTON SQUARE ONE LINE DIAGRAM NOTES ELECTRICAL ONE LINE DIAGRAM SPACE #B07 LOCATION OF NAMEPLATE FOR 9577 SW WASHINGTON SQUARE RD. SURFACE MOUNTED PANELS. FORE -Y- -....- .Y....,,...� r/- FLUSH MOUNTED PANELS, INSTALL 1. CONTRACTOR SHALL VERIFY POWER COMPANY REQUIREMENT PRIOR TO BIDDING AND INCLUDE THE TIGARD, OR 97223 NAMEPLATE BEHIND DOOR. 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 ENGRAVED LAMACOID, 5/32" LETTERS, DRAWINGS SUBMITTAL. LEASE UNE 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: ® Iv 5. PROVIDE FULL SIZE HORIZONTAL BUSSING IN SWITCHBOARDS. CHECKED BY: MIT CEILING 6. CIRCUIT BREAKERS SHALL BE BOLT ON TYPE. ;-i -- -- LINE ISSUES AND REVISIONS: 7. WALL MOUNTED EQUIPMENT SHALL BE MOUNTED ON 3/4" FIRE RATED BACKBOARD. PROVIDE (4) #4/0 CONDUCTORS AND (1)#4 NEW FEEDER FROM LL ELECTRICAL GROUND IN 2 1/2" CONDUIT TO NEW 10D% CHECKSET 10.22.2018 8. PROVIDE NAMEPLATES FOR SWITCHBOARDS, DISTRIBUTION PANEL, PANEL BOARDS, STARTERS, PANEL A FROM LL ELECTRICAL CLOSET �' 3 DISCONNECT SWITCHES, RELAYS AND JUNCTION BOXES GREATER THAN 1 11/16 SQUARE. PROVIDE CLOSETVERIFYO FIELPRIOR TO BID PANEL. EC TO VERY IN FIELD PRIOR TO BID LL/PERMIT/BID 11.02.2018 LOCATION OF ELECTRICAL PANEL. DISCONNECT AND REMOVE PANEL. EQUIPMENT DESIGNATION NAMEPLATE SWITCHES OF SWITCHBOARDS AND DISTRIBUTION PANELS. STANDARD COLORS AS AS REMOVE CONDUIT AND CONDUCTORS LOCATION OF ELECTRICAL PANEL IN LL PERMIT/LL/TENANT REV. 12.20.2018 FOLLOWS: NORMAL POWER- BLACK BACKGROUND, WHITE LETTER. EMERGENCY POWER - RED BACK TO NEW JUNCTION BOX AT ELECTRICAL CLOSET. BACKGROUND- WHITE LETTERS. PROVIDE NAMEPLATES IDENTIFYING ALL MAIN SERVICE NAMEPLATE EXISTING TENANT METER. EC TO INCOMING SERVICE. DISCONNECTS WITH RED BACKGROUND AND WHITE LETTERS. VERIFY IN FIELD PRIOR TO BID AND 7 DAY, 24-HOUR, 4-CHANNEL REPORT ANY DIFFERENCES TO DIGITAL TIME CLOCK.TORK NOTE: 9. COORDINATE SPACE WITH OTHER TRADES TO MAINTAIN CODE REQUIRED CLEARANCES. ARCHITECT AND TENANT'S PM PRIOR NAMEPLATES ARE REQUIRED ON ALL SWITCHBOARDS, DISTRIBUTION TO BID SUBMISSION. #DZS400BP. k PANELS, PANELBOARDS, STARTERS, DISCONNECT SWITCHES, RELAYS AND 10. REFER TO ELECTRICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. JUNCTION BOXES GREATER THAN 4 11/16" SQUARE. ALSO PROVIDE NAMEPLATES ON EXISTING 175 AMP, KTN FUSES, ./4/>1 BRANCH SWITCHES OF SWITCHBOARDS AND DISTRIBUTION PANELS. 11. PROVIDE FINAL SETTING REQUIRED FOR ADJUSTABLE/ELECTRONIC TYPE CIRCUIT BREAKERS WITH LONGTIME, SHORT TIME, GF, INSTANTANEOUS, ETC. PROVIDE FINAL COORDINATION STUDY. 120/208V IN EXISTING LANDLORD ELECTRICAL PANEL TO REMAIN FOR NEW NEW I TC I WATTSTOPPER LIGHTING CONTROL TENANT SPACE. EC TO VERIFY IN FIELD PANEL 12. COMPLY WITH NEC ARTICLE 110.16 FOR LABELING OF PANELS FOR ARC FLASH HAZARD WARNING AS PANEL A PANEL B PRIOR TO BID AND REPORT ANY WELL AS FOLLOWING REQUIRED SAFETY PRECAUTIONS WHEN SERVING OR MAINTAIN ELECTRICAL \,., N 120/208V 120/208V DIFFERENCES TO ARCHITECT AND STANDARD COLORS: EQUIPMENT. 1. NORMAL POWER- BLACK BACKGROUND, WHITE LETTERS TENANT'S PM PRIOR TO BID 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. SUBMISSION. 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 J BACKGROUND-WHITE LETTERING REGARDLESS OF CIRCUITING INDICATED. 1200A; 120/208V • L FINISH FLOOR 15. MAINTAIN PROPER CLEARANCE ABOVE ELECTRICAL EQUIPMENT PER NEC. FIELD VERIFY EXACT PROVIDE (4) #2/0 CONDUCTORS AND (1) #6 MOUNTING SPACE AVAILABLE PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT. GROUND IN 2" CONDUIT TO NEW PANEL B FROM NEW JUNCTION BOX. 16. MAKE FINAL ELECTRICAL CONNECTIONS FOR A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM. 17. GROUNDING ELECTRODE SYSTEM CONDUCTORS SHALL BE COPPER. EXISTING 175A SERVICE TO NEW TENANT NEW JUNCTION BOX/PULL BOX. INTERCEPT EXISTING JUNCTION/PULL BOX FEEDER IN JUNCTION BOX AND CONNECT TO NEW 18. CONDUCTORS SHALL BE COPPER UNLESS NOTED OTHERWISE. FEEDER. FIELD VERIFY EXISTING CONDITIONS AND PROVIDE 2 RUNS OF 2"C WITH (4)#3/0 N A M E P LATE DETAIL REPORT ANY DIFFERENCES TO ARCHITECT AND CONDUCTORS AND (1)#6 GROUND. 19. FEEDER ROUTING IS DIAGRAMMATIC ONLY.ACTUAL ROUTING OF FEEDERS (OVERHEAD OR TENANT'S PM PRIOR TO BID. SHEET TITLE: UNDERGROUND) IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. . ELECTRICAL SCHEDULES, `' JA DETAILS, AND POWER RISER DIAGRAM E400 MOItPI1E COMcheck Software Version 4.L0.0 Ais( idt B C D E COMcheck Software Version 4.1.0.0 Interior Lighting Compliance Certificate Fixture lD : Description JLamp Wattage Per Lamp Ballast Lamps #af Fixture (CXD, Fixture • Fixtures Watt. Inspection Checklist 6-Stockroom (Common Space Tyoes:Storage] 1X4 STRIP LIGHT:K:LED:©they; i_, 35 385 Energy Code: 90.1 (2010) Standard Total Proposed Watts- 3736 Requirements: 0.0% were addressed directly in the COMcheck software Project information Text in the Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each better than code MORPHS interior Lighting PASSES: Design 48% Energy Code 90-1 (2010) 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 building plans, Section i specifications, and other calculations submitted with this permit application.The proposed interior lighting systems have been 0 E Plan Review Complies? Comments/Assumptions designed to meet the 90.1 (2010)Standard requirements in COMcheck Version 4.1-0.0 and to comply with any applicable & Req,ID Construction Site. Owner/Agent: Designer�Contractor: mandatory requirements listed in the Inspection Checklist. --- _..._..._.....-...-_-- .. Rebecca Olson 9577 SW Washington Square Rd Dave Blume DAVE T SLUMS, PE 1.1,8.4.1. calculationsprovide all information ❑ Portland,OR 97223 GAUSMAN & MOORE � �' 11/07/2018 4.2.2.8.4. Plans, Specifications,and/or ❑Complies Does Not A R C H I T E C T 1700 HIGHWAY 36 WEST Name Title Signature pare 2.8.7 •with which compliance can be ONot Observable ST. PAUL,MN 5IPR6l determined for the electrical systems 651 604-3140 and equipment and document where ❑Not Applicable 651-60 -3140 Dblume@gausman.com exceptions are claimed. Feeder connectors sized in accordance with Rebecca Olson Architect, LLC approved plans and branch circuits • 2145 Ford Parkway, Suite 301 sued for maximum drop of 3%. Saint Paul, Minnesota 55116 Allowed Interior Lighting Power 4.2.2,9.4. dans, specifications. and/or ❑Complies 651.888.6885 4.9.7 calculations provide all information ❑Does Not A B C 0 (PR4p with which compliance can be ❑Not Observable Area Category Floor Area Allowed Allowed Watts determined for the interior lighting CONSULTANTS. (ft2) Watts 1 ft2 (B X C) .and electrical systems and equipment ❑Not 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 Gausman 3-Rest room(Common Space Types Aesfraoms) 70 0.98 69 lighting power calculations.wattage of 4-Hallway(Common Space Types:Corridor Transition<8 ft wide) 28' 0-66 185 bulbs and ballasts,transformers and control devices. acmoore 5-Studio(Common Space Types:Conference/Meeting/Multipurpose) 287 1.23 353 Additional Comments/AsSlJlttllptlons: 6-Stockroom(Common Space Types:Storage) 1042 0.63 656 MechnicE ect acal al a nd Total Allowed Watts= 7212 Engineers 700 Rosedale Towers Proposed Interior Lighting Power 1700 West Highway 36 A B C D E Fixture ID : Description : LampWattage Per LampBallast Lamps/ #of Fixture (C X D Saint(651)639-9606Paul, Minnesota 551 1 p 9 p ) Project No. FAX 639-9618 Fixture Fixtures Watt. Project No. 86365 1-Sales (Retail:Sales.Areaj ACCENT DISPLAY LIGHT:k LED:Other: 1 46 21 966 ACCENT DISPLAY LIGHT WITH LENS:Al:LED:Other: 1 4 21 84 ACCENT DISPLAY LIGHT:B1: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:D:Other. 1 1 32 32 -0111- - •111 s •. ,c a.; Ai' A • si LED RECESSED:J.LED:Other: 1 2 20 40 3-Rest room (Common 5aace Types:Restrooms) LED RECESSED:J:LED:Other 1 1 20 20 4-Hallway (Common Stlace Types:Corridor/Transition<8_(1 wider 1X4 STRIP LIGHT:K:LED:Other: 1 5 35 175 studio(Common Space Tvoes:Conference1Meetingflsl(ultipurposel ACCENT DISPLAY LIGHT,A:LED:Other: 1 6 21 126 SEAL/SIGNATURE . . .�. Ise 1 `High impact(Tier 1) 2 ;Medium Impact (Tier 21 Low Impact (Tier 3) 1 �� U��'Ap Project Title: Morphe Washington Square Report date: 10/11/1810/11/18 1 N Data filename: P:186365l21 ELECICALCULATIONSI86365 COMChe[k.cck Page 1 of 6 Project Title: Morphe Washington Square Report date: 10111118 Project Title: Morphe Washington Square Report date: G £�' O� Data filename: P:1863651ZL_ELEClCALCULATION5186365_COMCheck.cck Page 2 of 6 Data filename: P:186365121_ELECiCALCULATION5186365_COMCheck.cck Page 3 of .6 w 61530PE� a OREGON 0) of O eti ibber 1A, gVFr. BV IExpires 12-31-19 i00/;;:2-1-----e----0. e.--a--.._—_, Section ' 1 Section # Rough-In Electrical Inspection Complies? I Comments/Assumptions # Final Inspection Complies? Comments/Assumptions & Req.11? € & Req.lr) 8.4.2 At least 50%of all 125 volt 15-and OComplies 8.7,1 Furnished as-built drawings for ❑Complies STORE #: O�O (EL101� 20-Amp receptacles are controlled by ❑Does Not IFI161' electric power systems within 30 days ❑Does Not an automatic control device. ❑Not Observable of system acceptance. ['Not Observable ONot Applicable ❑Not Applicable • 9.4,1.1 Automatic controls to shut off all ❑Complies 8.7.2 � s Furnished O&M instructions for ❑Complies 1F1171 systems and equipment to the ❑DNot PROJECT: ;(EL11� building lighting. ❑Does Not DNot Observable ,building owner or designated ONot Applicable representative. ©Not Observable ❑Nat Applicable MORPH E 19.4,1.2 independent lighting controls installed ❑Complies 9.2,2.3 .Interior installed lamp and fixture .00omplies 'See the interior Lighting fixture schedule for values, (EL2P per approved lighting plans and all ❑Does Not (F118j' lighting power is consistent with what ❑Does Not WASHINGTON manual controls readily accessible and visible to occupants, ONot Observable is shown an the approved 11- blip g g ONot Applicable plans,demonstrating proposed watts ❑D,Not ApplicableObservable i9.4.1.3 Parkinggarage lighting is equipped p �are less than or equal to allowed 9 9 9 gq pped ❑Com lies watts. RE (EL111a with required lighting controls and ❑Does Not - . ... daylight transition zone lighting. Additional Comments/Assumptions: SPACE #B07 [Mot Observable ONot Applicable 9577 SW WASHINGTON SQUARE RD. 9.4.1.4 Primary sidelighted areas>=250 ft2 ❑Complies TIGARD, OR 97223 (EL1212 are equipped with required lighting ❑goes Not controls. .❑Not Observable ONot Applicable — -9.4.1.5 Enclosed spaces with daylight area ❑Complies (EL13jr under skylights and rooftop monitors ODoes Not >900 ft2 are equipped with required •❑• Not Observable lighting controls. ONot Applicable 9.4,1.6 .Separate lighting control devices for ❑Complies (EL4P specific uses installed per approved ['Does Not A/E PROJECT NO.: M0036 lighting plans. ❑Not Observable ALH •❑Not Applicable DRAWN BY: 9.4.2 Exit signs do not exceed 5 watts per ❑Complies CHECKED BY: MTT 1EL6I' face. :❑Does Not []Not Observable ISSUES AND REVISIONS: ONot Applicable _ 9.6.2 Additional interior lighting power ❑Complies 100% CHECKSET 10.22.2018 (EL8i' allowed for special functions per the ❑Does Not approved lighting plans and is ❑Not Observable LL/PERMIT/BID 11.02.2018 automatically controlled and I separated from general lighting. ONot Applicable Additional Comments/Assumptions: 1JHigh In pact (Tier 1) J 2 f Medium Impact(Tier 2) 3 Low Impact(Ties'3) 1. } i trl�pact i(Tier 1) ; 2"Medium Impact {Tier 2) 3 sLow Impact {Tier 3l 1 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: 10/11118 Data filename: P:186365121_ELEC\CALCULATlONS186365_COMCheck.cck Page 4 of 6 Data filename: P:186365121_ELEC\CALCULATIONS186365_COMCheck.cck Page 5 of 6 Data filename: P:186365121_ELIC\CALCULATION5186365_COMCheck.cck Page 6 of 6 SHEET TITLE: LIGHTING ENERGY FORMS E500 tri or STRUCTURAL STEEL NOTES SHOP DRAWING REVIEW AND SUBMITTAL NOTES � "'� - DESIGN DATA � 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 » -� T. -- BUILDINGS,"ANSI/AISC 360, LATEST EDITION. THE 2014 OREGON STRUCTURAL SPECIALTY CODE BASED ON THE 2012 4 0 1 SHOP DRAWINGS AND SUBMITTALS WILL BE REVIEWED FOR THE LIMITED PURPOSE OF CHECKING �. 2. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE INTERNATIONAL BUILDING CODE. ___--- _ js -_ s_ -- -_-= L ---- -t "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS," APPROVED BY THE CONTRACT DOCUMENTS. -� - yr Q ��- � ; STATEMENT OF SPECIAL, F_ _ � INSTRUCTIONS _ -- �3 INSPECTIONS FOR STRUCTURAL ELEMENTS -_= :1‘ 110 IIIM) 1 1:4 ,,i4 4-p 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 I THE SPECIAL INSPECTIONS - _- ASSEMBLIES IS BEING CONDUCTED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL =-_- - 9 PROVISIONS OF THE 2014 OSSC BASED ON THE 2012 INTERNATIONAL BUILDING CODE. THIS INFORMATION _ ill. ' 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 A BASIS FOR CONTROL OF TTHE TYPES OF WORK LISTED HE WORKMANSHIP AND THE FABRICATOR'S ABILITY TO CONFORM TOSAN FRANCISCO,CALIFORNIA 94103 HEREIN. APPROVED CONSTRUCTION DOCUMENTS AND THIS CODE.APPROVAL SHALL BE BASED UPON REVIEW 3. THE SPECIAL INSPECTOR SHALL BEA 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: ruin daneis PREMISES 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 C H I T E C 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 WIN 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 300 2. SPECIAL INSPECTION FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE QUALITY DALLAS,TEXAS 75243 e. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE 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 a 03 REFERENCED DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED BY THE SPECIAL INSPECTOR VERIFICATION AND INSPECTION z O O v IBC REFERENCE ATA POINT IN TIME AGREED UPON BY THE PERMIT APPLICANTAND THE BUILDING OFFICIAL PRIOR z w z a STANDARD TO THE START OF WORK. O a- 0- 0 ¢ 9- THE SPECIAL INSPECTOR'S FINAL REPORT SHALL IDENTIFY THE FOLLOWING: 1) THE MATERIALS, SYSTEMS, COMPONENTS, AND WORK REQUIRED TO HAVE SPECIAL INSPECTION 1- INSPECTION OF WEI DNG OR TESTING BY THE BUILDING OFFICIAL OR BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR EACH PORTION OF THE WORK. a. NSPECTON PRIOR TO WELDING AWS D1.1/01.1M I3C 1705.2 2) THE TYPE AND EXTENT OF EACH SPECIAL INSPECTION, RISC:TABLE N5.4 1 3) THE TYPE AND EXTENT OF EACH TEST. b. t'ISPECTUN DURING WELDNG AWS D1.1/D1.1M BC 1705.2 4) ADDITIONAL REQUIREMENTS FOR SPECIAL INSPECTION OR TESTING FOR SEISMIC OR WIND X ABC.TABLE N5.4-2 RESISTANCE AS SPECIFIED IN SECTIONS 1705.11, 1705.12 AND 1705.13. c. NSPECTIONAFTER WELDNGX AWSD1.1/D1.1M 13C 1705.2 i, WHERE SECTION 1705.12 OR 1705.13 SPECIFIES SPECIAL INSPECTION, TESTING OR QUALIFICATION ABC TABLE N5.4-3 FOR SEISMIC RESISTANCE, THE STATEMENT OF SPECIAL INSPECTIONS SHALL IDENTIFY THE 2 NSPEGTIOtJ OF SOLING DESIGNATED SEISMIC SYSTEMS AND SEISMIC FORCE-RESISTING SYSTEMS THAT ARE SUBJECT TO SPECIAL INSPECTIONS OR TESTS SEAL/SIGNATURE a. NSPECTION PRIOR TO BOLTNG TSC 1705.2 if. WHERE SECTION 1705.11 SPECIFIES SPECIAL INSPECTION FOR WIND REQUIREEMENTS, THE X - MSC:TABLE N5.6-1 STATEMENT OF SPECIAL INSPECTIONS SHALL IDENTIFY THE MAIN WINDFORCE-RESISTING SYSTEMS AND WIND-RESISTING COMPONENTS SUBJECT TO SPECIAL INSPECTIONS. b. NSPECTION DURNG BOEING BC 1705.2 5) FOR EACH TYPE OF SPECIAL INSPECTION, IDENTIFICATION AS TO WETHER IT WILL BE U PROF X - AISC:TABLE N5.6 2 CONTINUOUS SPECIAL INSPECTION, PERIODIC SPECIAL INSPECTION OR PERFORMED IN �`�� 'Jl� � ��,I�'Et�' 7: c. NSPECTIONAFTER BOLTING IBC 1705.2 ACCORDANCE WITH THE NOTATION USED IN THE REFERENCED STANDARD WHERE THE ki 14,376 X - MSC:TABLE N5.6-3 INSPECTIONS ARE DEFINED. ,V THE REPORT SHALL BE SIGNED BY THE SPECIAL INSPECTOR. II fEII INSPECTION OF STEEL ELEMENTS OF COMPOSITE X BC 1705.2.2 5. THE INSPECTIONS LISTED HEREIN ARE IN ADDITION TO THE INSPECTIONS TO BE PERFORMED BY THE 4l CONSTRUCT 3N ASO TABLE BUILDING OFFICIAL AND LISTED IN SECTION 110 OF THE IBC. .-, x"30: 1'4 4 ' 6. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION ON QUANTITY, FREQUENCY AND M.GO W iigIfil EC 1705 3.1,BC DETAILED INFORMATION ON TESTING, INSPECTION AND REPORTING. Renesusl Ii 5- RENFORCQNG STEEL X AWS D1.4 1705.3.2 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 OUTUNED 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. m t cs -� m VH4IACATIONANDINSPEC11ON z 8 o v RI I IED IBCR�B+ICE PERMIT APPLICANT'S RESPONSIBILITIES F f z STANDARD gQ 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 #: a4o 1. SPECIAL INSPECTIONS OF THE FABRICATION FOR PERMIT ISSUANCE. PROCESS OF PREFABRICATED 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 NSPECTOR SHALL NSPECT THE WOOD OR GYPSUM PANEL SHEATHNG TO MORPHE ASCERTAN WHETHER IT IS OF THE GRADE x AND THICKNESS SHOWN ON THE APPROVED WASHINGTON BULDING PLANS. APPROVED name or firm name CONSTRUCTION 1705.2.4 b. THE SPECIAL INSPECTOR SHALL VERFY THE DOCUMENTS b LIGHT GAUGE METAL FRAMING pp NOM NAL SIZE OF FRAMNG MEMBERS AT SQUARE ADJOINING PANEL EDGES,THE NAL OR STARE DIAMETER AND LENGTH,THE NUMBERx SPACE #B07 OF FASTENER LINES AND THAT SPACNG 9577 SW WASHINGTON SQUARE RD. BETWEEN FASTENERS N EACH LNEANDAT TIGARD OR 97223 EDGE MARGNS AGREES WTTHTHE APPROVED 3, THE PERMIT APPLICANT SHALL OBTAIN ALL NECESSARY SIGNATURES INCLUDING CONTRACTOR BULDING BANS. ACKNOWLEDGEMENT OF SPECIAL INSPECTION REQUIREMENTS. 3. THE SPECIAL NSPECTOR SHALL VERIFY STUD, x BEAM,AND POST STLE,GAUGE AND ORIENTATION. CONTRACTOR'S ACKNOWLEDGEMENT OF RESPONSIBILITY FOR IMPLEMENTATION OF THE SPECIAL INSPECTIONS PLAN A/E PROJECT NO.: M0040 1. AS PART OF THE SUBMITTAL FOR BUILDING PERMIT, THE GENERAL CONTRACTOR SHALL COMPLETE THE 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 TO DATE 100%CHECKSET 10.15.2018 DOCUMENTS, INCLUDING PLANS, SPECIFICATIONS, ADDENDA, CHANGE ORDERS, RESPONSES TO a/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 Position within Arm 2. THE GENERAL CONTRACTOR ACKNOWLEDGES OUR RESPONSIBLITIES AS STATED ABOVE. Name Pbsition/O€fice within Arm date Frm Name SHEET TITLE: SPECIAL . 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BD CEILING HUS-EZ W/ 2 1/2" EMBED AT EA. POST LOCATION. REFER TO ARCH (ESR3027) DETAILS FOR - ADDITIONAL INFO. SHEET TITLE: SECTIONS & 1 DETAILS 06 SHELVING ANCHORAGE N.T.S. 07 CEILING BRACING PANEL N.T.S. SCALE 3/4" = 1'-0" TYP UNO S - 301 \ _ _ ._