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Home My WebLink AboutPermit D19-0173 - MORPHE - TENANT IMPROVEMENTMORPHE 637 SOUTHCENTER MALL D19-0173 Parcel No: 0 ��^�xx ^�� Tukwila v�U~� x�n v ��m`��na Department mfCommunity Development 6300SouthcenUerBoulevard, Suite #1OV Tukwila, Washington 98188 Phone:2O6-431'3G70 Inspection Request Line; 206'438'9350 Web site: http://www,TukwilaWA.gov DEVELOPMENT PERMIT 9202470010 5]75OUTH[ENTERMALL Project Name: MORPHE Permit Number: D19'0I73 Issue Date: 8/20/2019 Permit Expires On: 2/16/2020 Contact Person: Name: Contractor: Address: License No: Lender: WESTFIELD PROPERTY TAX DEPT POBOX I30940,QRLS8AD, MN, gZUB TIM SCHENK 1120E805T#211,BLOOM|NGTON' MN'5S4ZO TRAINOR COMMERCIAL CONST INC 1925FKANC|5COBLVDE#21A7TN: lA8R|mAKEYN0LDS, SANANSEUNO' C\949VI TRA|NC[85U0V MORPH[ G375ODTHCENTERMALL, TUKVV|LA, WA, 98188 Phone: (952)345-6K040 Phone: (415)259-0200 Expiration Date: 4/26/202I DESCRIPTION OF WORK: COMPLETE REMODEL OF AN EXISTING RETAIL TENANT SPACE IN THE MALL FOR A NEW MORPHE STORE, INTERIOR DEMO, NEW PARTITIONS, CEILINGS, FINISHES, DOORS, HARDWARE, MILLWORK, TRIM, NEW STOREFRONT, NEW MECHANICAL, ELECTRICAL AND PLUMBING. STRUCTURAL STEEL AT NEW STOREFRONT. Project Valuation: $350,000l0 Type ofFire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: U|B Electrical Service Provided by: TUKWILA Fees Collected: $6,33086 Occupancy per IBC: W1 Water District: TUmN|LA Current Codes adopted bythe City mfTukwila: � International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: National Electrical Code: VVACities Electrical Code: VVAC296468: Code: ublic Works Activities: [hanne|ization/St,ping: [urb[ut/Access/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|inA/OveobeLoad: : Land A]tehnX: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: 07 21 05 Volumes: Cut O R||: O P Number: O No Permit Center Authorized Signature: Date: ~ � I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit d state or local laws reaAati development perm Signature: Print Na presume togive authority tnviolate orcancel the provisions ofany other uction°rthe pCrformunceofwork. |amauthorized tosign and obtain this ached to this permit. This permit shall become null and void ifthe work bnot commenced within I80days for the date ofissuance, urif the work is suspended urabandoned for aperiod of18Odays from the last inspection. PERMIT CONDITIONS: l: 'BUILDING PERMIT CDND[OON5~~~ J: Work shall beinstalled inaccordance withtheapprovedconstrucdondocuments,andanychangesmade during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall bekept atthe site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections for steel elements ofbuildings and structures shall be required. All welding shall be done byaWashington Association ofBuilding Official Certified welder. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection, The special inspector shall furnish inspection reports mthe Building Official in atimely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 8: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 9: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 10: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory, 11: Special inspection for sprayed fire-resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire -resistance design as designated in the approved construction documents. 12: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events, The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 13: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 14: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 18: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 22: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "AII Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 19: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor, Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 20: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 21: Fire extinguishers require monthly and yearly inspections. They must have otag nrlabel securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall beemptied and subjected tothe applicable recharge procedures. |fthe required monthly and yearly inspections ofthe fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 23: Egress doors shall hereadily uppnab|pfrom the egress side without the use ofakey n,special knowledge or effort. (|F[101O.l.9) 24: Dead bolts are not allowed nnauxiliary exit doors unless the dead bolt isautomatically retracted when the door handle isengaged from inside the tenant space, (|FCChapter D4 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (|FCChapter l0 26: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist tooperate, (|F[lO1U19.1) 27: Exits and exit access doors shall bemarked byanapproved exit sign readily visible from any direction of egress travel. Access to exits shall be marked byreadily visible exit signs in cases where the exit or the path ofegress travel isnot immediately visible tothe occupants. Exit sign placement shall besuch that nopoint in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever isless, from the nearest visible exit sign. (|FC1Ol3.1) 28: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches(l52 mm) high with the principal strokes ofthe letters not less than U.75 inch (19.1mm)wide, The word ''EXn`'shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not beless than O.375inch (9.Snnm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means |svrisnot energized. |fanarrow isprovided ospart nfthe exit sign, the construction shall hesuch that the arrow direction cannot bereadily changed. (|FC10l3£1) 29: Exit signs shall beilluminated atall times. Toensure continued illumination for aduration ofnot less than 90minutes incase ofprimary power loss, the sign illumination means shall beconnected tonnemergency power system provided from storage batteries, unit equipment or on -site generator. (IF[1013.6.3) 30: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (I lux) measured along the path of egress atfloor level, Illumination levels shall bepermitted todecline toO.Ofoot-candle (5lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded, (|F[1OO83.5) 34: Fire protection systems shall be maintained in accordance with the original installation standards for that system, Required systems shall beextended, altered oraugmented asnecessary *zmaintain and continue protection whenever the building isaltered, remodeled oradded to. Alterations mfire protection systems shall bedone inaccordance with applicable standards. (|FC9U1A) 32: Sprinklers shall beinstalled under fixed obstructions over 4feet (l.2m)wide. (NFP4l3'8.6.S.]3) 31: All new sprinkler systems and all modifications toexisting sprinkler systems shall have fire department review and approval ofdrawings prior toinstallation ormodification. New sprinkler systems and all modifications tosprinkler systems invo|vinQmorethan50heads shall have the written approval ufFactory Mutual orany fire protection nngineer|icenoadbytheStateofVYashin8tunandappnoved bythe Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 35: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A.72and City Ordinance #2437. 37: Maintain fire alarm system audible/visual notification. Add ition/re location of walls or partitions may require relocation and/or addition ofaudible/visual notification devices. (City Ordinance #2437) 36: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau, Nowork shall commence until afire department permit has been obtained. (City Ordinance #Z437)(/F[9Ol2) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required 38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA70 40: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceedthat set forth inTable No, 8O3.11ofthe international Building Code, 41: Post address onstorefront per approved Westfield standards. 33: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 42: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval nfsuch condition orviolation. 43: These plans were reviewed byInspector 51l. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(ZO6)57S'44O7. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206)438'93SO 1700 BUILDING FINAL" 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 4034 S|'[N[TALPLATE [0NN 4028 5|'RE|NFSTEEL'VVELD 4041 S|'6PRAYF|RE'RES|ST 4025 S|'STE[LCONST 4026 6|'STRUCTSTEEL 4004 S|-WELDING 0406 SUSPENDED CEILING , CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 lutp://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: 1 ( 0-(41 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 637 Southcenter Mall King Co Assessor's Tax No.: 9202470010 Suite Number: 1530 Floor: 1 Tenant Name: Morphe PROPERTY OWNER Name: Westfield Address: 4905 Old Orchard Center, Suite 060 City: Skokie State: IL Zip: 60077 CONTACT PERSON — person receiving a 1 project communication Name: Tim Schenk Address: 1120 E 80th Street, Suite 211 City: Bloomington State: m-N ZIP: 55420 Phone: (952) 345-6040 Fax:(952) 854-4909 Email: tims@elderjones.com GENERAL CONTRACTOR INFORMATION Company Name: T.B.D. Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: New Tenant: .. No ARCHITECT OF RECORD Company Name: Finn Daniels Architects Architect Name: Drew R. Magnuson Address: 2145 Ford Parkway, Suite 301 City: Saint Paul State: MN Zip: 55116 Phone: (651) 690-5525 Fax: Email: ENGINEER OF RECORD Company Name: RLG Consulting Engineers Engineer Name: David M. Goodson Address: 12001N. Central Expressway, Suite 300 City: Dallas State: TX Zip: 75243 Phone: (214) 382-5715 Fax: Email: dbarrett@rlginc.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: /7717,..17/e 1/116-,1A? 5e4 Address: 6 Ci • _ tY7iiiqUlt,f- State: "iy_ Zip: IriSrE,... HAApplications\ Forms-ApplicationsOn Linc\2011 Applications \ Permit Application Revised - 8-9-1 [clues Rcsiscd: August 2011 bh Page 1 of4 BUILDING PERMIT INFORMATION— 206-431-3670 Valuation of Project (contractor's bid price): $ 350,000 Describe the scope of work (please provide detailed information): Complete remodel of an existing retail tenant space in the mall for a new Morphe store. interior demo, new partitions, ceilings, finishes, doors, hardware, milwork, trim, new storefront, new mechanical, electrical and plumbing. Structural steel at new storefront. Will there be new rack storage? Yes Existing Building Valuation: $ .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC tst Floor 3,516 3,516 II-B M 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑.... Yes ©.......No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: .......Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building'! ❑ Yes ® No 1f ';ves', attach list of materials and storage locations on a separate 8-1/2" x 11 "paper it hiding quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑.......On -site Septic System -- For on -site septic system, provide 2 copies of a current septic design approved by King County health Department. 11:\Applications \Forms -Applications On Uncial I Appl teat ions\Pcmtit Application Revised - 8-V-1 I.doex Revised: August 2I11 Ah Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0 ...Tukwila 0.., Water District # 125 0 ...Water Availability Provided Sewer District 0 ...Tukwila El ...Sewer Use Certificate .. Highline 0... Valley View 0 .. Renton 0...Sewer Availability Provided 0 .. Renton 0.. Seattle Septic System: 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which appuy): El ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 ...Bond El Insurance El Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours o ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way El O ...Total Cut 0 ...Total Fill cubic yards cubic yards 0 ...Sanitary Side Sewer O .,.Cap or Remove Utilities 0 ...Frontage Improvements 0 ...Traffic Control ..• .Backflow Prevention - Fire Protection Irrigation Domestic Water 11 .. Geotechnical Report 0 .. Maintenance Agreement(s) 0...Traffic Impact Analysis 0...Hold Harmless — (SAO) El ...Hold Harmless — (ROW) • Right-of-way Use - Profit for less than 72 hours LJ .. Right-of-way Use — Potential Disturbance o .. Work in Flood Zone 0 .. Storm Drainage 0 .. Abandon Septic Tank 0 .. Curb Cut 0 .. Pavement Cut 0 .. Looped Fire Line El .. Grease Interceptor Channelization 0 .. Trench Excavation o .. Utility Undergrounding O ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size.. WO # 0 ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size 0 ...Sewer Main Extension Public D Private 0 0 ...Water Main Extension Public 0 Private 0 It FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ...Water 0 ...Sewer Monthly Service Billing to: Name. 1=1...Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip HAApplications Forms -Applications On Line\201 I ApplirationsWertnit Application Revised - 8-9-11.docz Revised: August 2011 bh Page 3 of 4 4 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTI1ORIZED TO APPLY FOR THIS PERMIT, BUILDING OWNER OR A Signature: THORIZED AGENT: Date: 05/29/2019 '"--.Z. Print Name: Tim Schenk Day Telephone: (952) 345-6040 Mailing Address: 1120 E 80th Street, Suite 211 Bloomington MN te 55420 Sta City Zip 11,kApplicat ionsWn rnts-Applicaf ions On 1-inc120 I ApplicationsWerinn Application Rcviscd - I .docx Revised: August 2011 bi, Page 4 of 4 DESCRIPTIONS ACCOUNT D19-0173 Address: 637 SOUTHeENTERr MALL: 9202470010 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R18811 QUANTITY 1.00 PAID $70.00 $70.00 Date Paid: Monday, October 14, 2019 Paid By: ELDER-JONES Pay Method: CHECK 81987 Printed: Monday, October 14, 2019 9:26 AM 1 of 1 CriW5Y5TEMS Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $70.00 D19-0173 Address: 637 SOUTHCENTER MALL Apn: 9202470010 70.00 DEVELOPMENT $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $70.00 TOTAL FEES PAID BY RECEIPT: R18700 $70.00 Date Paid: Monday, September 30, 2019 Paid By: ELDER JONES Pay Method: CHECK 81950 Printed: Sunday, September 29, 2019 6:17 PM 1 of 1 5 Y$ TEM 5 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY 'i` PAID PermitTRAK $6,577.33 D19-0173 Address: 637 SOUTHCENTER MALL Apn: 9202470010 $3,919.80 DEVELOPMENT $3,734.33 PERMIT FEE R000.322.100.00.00 0.00 $3,709.33 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25,00 TECHNOLOGY FEE $185.47 TECHNOLOGY FEE R000.322.900.04.00 0.00 $185.47 D19-0174 Address: 637 SOUTHCENTER MALL Apn: 9202470010 $331.61 DEVELOPMENT $317.01 PERMIT FEE R000.322.100.00.00 0.00 $292,O1 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $14.60 TECHNOLOGY FEE R000.322.900.04.00 0.00 $14.60 .. E 9-0456 Address 637 SOUTHCENTER MALLApn: 9202470010 $1,394 ELECTRICAL $1,327.73 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $1,327.73 TECHNOLOGY FEE $66.39 TECHNOLOGY FEE R000.322.900.04.00 0.00 $66.39 M19-0090 Address: 637 SOUTHCENTER MALL Apn: 9202470010 $697.65 MECHANICAL $664.43 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322,100.00.00 0.00 $631.28 TECHNOLOGY FEE $33.22 TECHNOLOGY FEE R000.322.900.04.00 0.00 $33.22 PG19-0076 Address: 637 SOUTHCENTER MALL Apn: 9202470010 $234.15 PLUMBING $223.00 PERMIT FEE R000.322.100.00.00 0.00 $188.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $11.15 TECHNOLOGY FEE R000.322.900.04.00 0.00 $11.15 TOTAL FEES PAID BY RECEIPT: R18372 $6,57733 Date Paid: Tuesday, August 20, 2019 Paid By: TRAINOR COMMERCIAL CONSTRUCTIO Pay Method: CHECK 054538 Printed: Tuesday, August 20, 2019 10:08 AM 1 of 1 5YSTEM5 Receipt Number DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $2,964,85 D19-0173 Address: 637 SOUTHCENTER MALL Apn: 9202470010 $2,411.06 DEVELOPMENT $2,411.06 PLAN CHECK FEE R000.345,830,00.00 0,00 $2,411.06 EL19-0456 Address: 637 SOUTHCENTER MALL Apn: 9202470010 $331.93 ELECTRICAL $331.93 PLAN CHECK FEE R000.345.832.00.00 0.00 5331.93 M19-0090 Address: 637 SOUTHCENTER MALL Apn: 9202470010 $166.11 MECHANICAL $166,11 PLAN CHECK FEE R000.322.102.00.00 0.00 $166.11 PG19-0076 Address: 637 SOUTHCENTER MALL Apn: 9202470010 $55.75 PLUMBING $55.75 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R17763 R000322.103.00.00 i 0.00 ' $55.75 $2,964.85 Date Paid: Thursday, May 30, 2019 Paid By: ELDER JONES Pay Method: CHECK 81643 Printed: Thursday, May 30, 2019 3:12 PM 1 of 1 INSPECTION RECORD Retain a copy with permit N$PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 4311-3670 Permit Inspection Request Line (206) 438-9350 Project: ,►'.'.'�. Type 01. Inspection: ga/'.-.d' /i'G'`. Address: 637 � � � '.- t,?ate Called: special Instructions: Date '#A anted: a.m. p.m. Requester: .--\cNtilAi Phone Into::37 - "pproved per applicable codes. I1 Corrections required prior to approval. COMMENTS nspector: 76-ate: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 - 01 '"13 • Project: T of Ins e tion: s °I3 ri Address: Date Called: Special Instructions: Date Wanted: l j, a.m. p.m. Requester: Phone Approved per applicable codes. COMMENTS: r- Corrections required prior to approval. nspecto Da L REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cott to schedute reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro, a t: Type lnspectian: f Address: 637S Date C,alled:,� Special Instructions: Date Wanted: p.m. Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. nspecto L� REINSPECTI©N FEE REQUIRED. Prio to next inspection, fee must be paid at 6300 Southcenter E31vd.. Suite 1 t)0. Call to schedute reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA► 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Pr©jeer: Typ/ � �f nspectia Address: i Date Called: Special Instruc ons Date Wanted: a.rn. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: REINSPECTI©q1 FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Cart to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro Type of Inspectio : y A dress: Date CaIi'd: +/ Spe ial instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. tCOMMENTS: Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. NSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P of ct; T e ofIns on: Address: 6 3 1 Date Calie Special Instructions: Date Waned.• a.m. p.m. Requester: Phone. No, 52 - (?`/ 2 Approved per applicable codes. Q Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Cull to schedule reinspection. 1. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431670 Permit Inspection Request Line (206) 438-9350 AM -©17,3 Prje `t: Type of Inspection: ddr+esss: Date Called: Spe±ial Instructions: Date Wanted: /f � a.rr€. p.m. Requester: �e3 �►1n Phone No: 9 72 -522 - W 20 Approved per applicable codes. Corrections required prior to approval. REINSPECTION FEE REQUIRED Prior to next inspectiot'€ , fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectwon. INSPECTION RECORD Retain a copy with permit 1 SPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: A t Type © Approved per applicable codes. Date Called: Date ElCorrections required prior to p oval. COMMENTS: 7/4:1_ -',47 t—hVG-- e›/Liz_y -iqn.0.A. fie..), , 57 cz ffetck S-pJf/c A 7 /)V c'L C 5 p 1 6 v.)r-,..C�.S ----- Inspector: Date: tik REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COC.'RD CCPY0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0173 DATE: 09/27/2019 PROJECT NAME: MORPHE SITE ADDRESS: 637 SOUTHCENTER MALL Revision # before Permit Issued Original Plan Submittal Response to Correction Letter # X Revision # 2 after Permit Issued Public Works AN1 tkrt Fire Prevention Structural Planning Division Permit Coordinator F-1 1 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 10/01/19 Structural Review Required REVIEWER'S INITIALS: DATE: C APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required LJ Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 10/29/2019 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COOED COP'( PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19 0173 DATE: 09/13/2019 PROJECT NAME: MORPHE SITE ADDRESS: 637 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: ftv Building Division tkk 1\111i1 Public Works frikA Kf) Fire Prevention Structural Planning Division Permit Coordinator ji PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 09/17/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/15/2019 Approved Corrections Required C n (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) C Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 1:1 Fire 0 Ping 0 PW 0 Staff Initials- 12/18/2013 fARMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0173 DATE: 05/30/19 PROJECT NAME: MORPHE SITE ADDRESS: 637 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 3 Pa \ Building Division t\kl\e ublic Works Fire Prevention Structural gk P anning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 06/04/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues Notation: E: 07/02/19 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping [2 PW 0 Staff Initials: 12/18/2013 PROJECT NAME: M C SITE ADDRESS: (.3 7 V-hrk."40, pnao PERMIT NO: bi I -Q173 ORIGINAL ISSUE DATE: 2o--1 REVISION LOG REVISION NO. DATE RECEIVED STAFF1 INIT,I),LS ISSUED DATE STAFF INITIALS / 9 - /3-(9 •ikit../ Summaryo Rev s on: frIoLittote_ yi it) 4 j' i Received by: , . REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: ei/cs,.ej 5*rcern ir) be A 4.4 Received by/JIJ (please print REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: htty://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: c1 1261( 9 Response to incomplete Letter # ❑ Response to Cgrrection Letter # (� Revision # 0 Plan Check/Permit Number: after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: I�oRP14E wEsrFtc -o p1O vr1� 5G/rucer rESa Project Address: 631 SG1S14C riT R (Y1A l l_ Sit rE 1 SIO Contact Person: Ti fit sus I r(1 - Summary of Revision: SEE prtttcw o R -NtSltarf RECEIVED CITY OF TUKWILA SEP 2 7 2019 PERMIT CENTER Phone Number: q5 Z -34S• 60 LI © Sheet Number(s): A ,AO3d ,A201 eaZld "Cloud" or highlight all areas of revision including date o Received at the City of Tukwila Permit Center by: Entered in TRAKiT on / ' 2 7/(7 W:1Permi Qater\Teaplatc1PormslRevisioa submittal rormdo Revised: August 2015 n pa, City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 'tilts:A(9 Plan Check/Permit Number: 0. Response to Incomplete Letter # E] Response to Correction Letter # Revision, # aftelr Permit is Issued 0. D 1c1 - 0113 Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal Project Name: MOR P t Vie 5 rF ex 5-043-tac.erlreg_. Project Address: 631 604114C-Gt.r1E42— (YiaLL 5JtE I 53(1 RECEIVED CITY OF TUKWILA SEP 1 a 2019 PERMIT CENTER Contact Person: T(rr\ tiEr414- Phone Number: (1Si:3'45%604W Summary of Revision:. sEe Arry4E.0 akvisigrf eak.s..,eng 1 4-2 t3 Sheet Number(s): AOAOO IA 034 47.04 PZ.t0 "Cloud" or highlight all areas of revision including date Received at the City of Tukwila Permit Center b Entered in TRAKiT on q' / 319 AZZO A1.3O, A333. 60400,44coAsx,Aszq, f revision 3i530, 4.4,kg4A6V, 5.3cSk W:\Pcimi CantrATumplateslFotmaltuvlakin Submittal Formduc ftcvlacd: August 2015 AAR TESTING AND INSPECTION, INC. 7128 180th Avenue Northeast, Suite C101 Redmond, Washington 98052 (425) 881-5812 I 0 (425) 881-5441 I F www.aartesting.com October 31, 2019 AAR Project Number: 19-572 Building Official City of Tukwila Building Department 6300 Southcenter Blvd Tukwila, Washington 98188 SUBJECT: Final Report Morphe (Cosmetics) Southcenter Tukwila 637 Southcenter Mall, Space 1530 Tukwila, Washington 98188 Permit No. D19-0173 RECEIVED CITY OF TUKWILA OCT 3 1 2019 .P..::-:RIk4rr CENTER This is to advise you that special inspections are completed on the above referenced project. The following inspections was required and copies of our inspection reports have been forwarded to you. Structural Steel Welding Fireproofing To the best of our knowledge all work inspected conformed to City of Tukwila approved plans, specifications, IBC and related codes and/or verbal or written instructions from the Engineer of Record. Sincerely, AAR TESTING AND INSPECTION, INC. Thanh Kieu Assistant Project Manager thanh@aartesting.com -7Lir(10711( Teajalam (Ti) Gounden President tgounden@aartesting.com cc: Trainor Commercial Construction, Scott Tariske, scott.tariske@trainorconstruction.com 38e/4deD 9t-)')U 41 /I ql,t't 9611Dtibi.P3,41 Revision 09.25.2019 Re: Morphe #047 Westfield Southcenter 637 Southcenter Mall Tukwila, WA 98188 lli daiids ARCHITECTS 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com The following revisions amend the construction documents previously issued for bid. Notify all plan holders and incorporate the bulletin items into your construction documents. This bulletin forms a part of the contract documents and modifies the original specifications, plans, and detail drawings. If costs are involved due to the enclosed bulletin items, whether credits or charges, such shall be computed and forwarded to the Morphe Project Manager for approval prior to effecting the change(s). If there are any questions regarding these changes please contact Ashley Montague with Finn Daniels Architects at 651.888.6891 Delta 4 Site Revision — 09.25.2019: Item # Description Location Added revision to drawing index Sheet A000 -- Updated Drawing Index section 2 Existing in Slab Electrical Conduits and ground wires interefere with planned location of toilet and sink drains. Sheet A030 -- Updated 1/A030 Egress Plan Sheet A200 -- Updated 1/A200 Floor Plan Sheet A210 -- Updated 1/A210 Finish Plan Sheet A220 -- Updated 1/A220 Fixture Plan Sheet A300 -. Updated 1/A300 Reflected Ceiling Plan Sheet A410 — Updated 1A/A410 Stockroom Elevations Sheet A700 -. Updated 1/A700 Toilet Room Plan and 2/A700 Toilet Room Elevations 3 Additional Attachment Unistrut detailing requested — For your records in the City Permit File Sheet S-301 -- Added Unistrut Detail 08/S-301 End Revision #0 09.05.2019 Re: K4orphe#O47 VVestfe|d5outhcenter G37SouthcenterMall Tukwila, VVA98108 fi 0 0 m "el S A R C HnT E C T fo 2145 Ford Parkway,Suite 801 Saint Paul, Minnesota 55116 651.690.5525 vmww.finn'daOielo.onun The following revisions amend the construction documents previously issued for bid. Notify all plan holders and incorporate the bulletin items into your construction documents. This bulletin forms apart of the contract documents and modifies the original specifications, plans, and detail drawings. If costs are involved due to the enclosed bulletin items, whether credits or charges, such shall be computed and forwarded tothe MorpheProject K4anagerhorapprova(priortoefhectingthechange(s).|fthereaneany questions regarding these changes please contact Ashley Montague with Finn Daniels Architects at 651.888.6891 Delta % Tenant Revision —DS.062OiS: Item # Description Location 1 Added revision todrawing index SheetAOOU—UpdobadOnawing|ndaxneudon 2 Updated contact info for ADT Sheet AU0U—Updated Tenant's Required Vendor List Schedule 3 Updated base and paint finish descriptions Sheet A210—Updated Finish Schedule Section 4 Updated paint finish behind full wall graphics Sheet A21O—Updated 16421UFinish Plan and Finish Plan Keynotes section Sheet A4OO—Updated 1A\4O0Right Sales Area Wall Elevation, 36A400 Left Sales Area Wall E|e/ation, 5A/A400 Studio Elevations and Sales Area Interior E|ova0onKeynotes section Sheet A02O—Updated 11/A820Brush Wall Isometric detail notes. Also added additional paint finish notes todetail 5/4G2O Brush Wall Section Detail 5 Added additional clarification/responsibility on CAT5 for LED screen Sheet A23O—Updated 16A23UFixture Outlet Location Plan and Plan Keynotes Section Sheet AG2O—Updated 16/A82OLED Display Wall Elevation detail notes Sheet E1OO—Updated 1/E1O0Power plan and Power Plan Keynotes Section G Added Access panel tnsales area ceiling for location clarification Sheet A3OO—Updated 16A3OOReflected Ceiling Plan and Reflected Ceiling Plan Keynotes section __ 7 Updated visually the Perimeter sales wall fixtures hoonly show (4) drawers tomatch what iobeing sent to site. SheetA4OO Updated 1/44OORight Sales Area Wall Elevation, and 3/A4OOLeft Sales Area Wall Elevation 8 Added clarification onspec for Glazing Clips atS.F Sheet A5UO—Updated Keynotes section Q Added additional notes nnwhat iu being required for Shop Drawing Sheet A5OO—Updated 26A5OUStorefront Plan and added a Notes Section 10 Added clarity tothe S.FHardware. Entry Doors Sheet AG10—Updated Door Hardware Groups Section 11 Removed additional conduit lines ot Brush wall section Sheet AG2U—Updated Brush wall Section Detail 1/A62O 12 Updated Brush Wall Plywood Detail electrical cut out tnbeone continuous opening vs. multiple Sheet A82O—Updated Brush Wall Plywood Detail 14/AG2U 13 Added additional Reop.Notes for Traffic counter and wireless router Sheet EOO1—Updated Responsibility Schedule 14 Updated Lighting Controls for Gtnoknonm, Hallway and Studio. Sheet E2UU—Updated Lighting Control Matrix Section Sheet E30O—Updated Lighting Control Detail 3/E30O 15 Updated the Light box control tobe oncorrect Contactor/Time Clock Sheet E30O—Updated Lighting Control Detail 3/E300 16 Added Floor Box Circuits to be controlled via a Contactor/Time Clock Sheet E3OO—Updated Lighting Control Detail 3/E300 17 UpdutedC1 and C2Fixture Model Number call outs Sheet E300—Updated Light Fixture Schedule End ~ Revision #I& 2 ISSUED FOR CONSTRUCTION 08.08.2019 Re: K4nrphe#047 VVestfie|dSouthcenter 637SouthcenterMall Tukwila, VVA9818O REVISION NON F"IE[EIyED CITY OF TUKWNA finx L "els A R«:HnT E CTrS � ��P ,�� 2019 �� D IPERMIT CENTER 2145 Ford Parkway, Suda8O1 Saint Paul, Minnesota 55110 051,098.5525 The following revisions amend the construction documents previously issued for bid. Notify all plan holders and incorporate the bulletin items into your construction documents. This bulletin forms a part of the contract documents and modifies the original specifications, plans, and detail drawings. If costs are involved due to the enclosed bulletin items, whether credits or charges, such shall becomputed and forwarded tnthe K4VrpheProject ManagerfVrapprova|pr|0rtOeffectingthe ch8mge(5).|fthere are any questions regarding these changes please contact Ashley Montague with Finn Daniels Architects at 651.880.6891 Delta 1Landlord Revision —U8.08.2019-. Item # Description Location 1 Added revision to drawing index Sheet A000—Updated Drawing Index section 2 Remove Blade Sign Sheet AU10—Update Responsibility Schedule —Storefront Construction Section Sheet /\5OO—Updated Storefront Elevation 1645OUand updated keynote 14atkeynotes section Sheet /\53U—Removed Blade Sign detaD4/A53O Item # Description Location 1 Added revision todrawing index OheetAOOO—UpdahydDrawing|ndexoectiom 2 Update Lash Fixture Tag hatenant's preferred fixture number Sheet A22O—Updated 16422UFixture plan and updated fixture schedule. 3 Updated Outlet Heights for Lash Fixture Sheet A230—Revised keynote Qinplan keynotes Section Sheet A4OO—Updated Right Sales Area Wall Elevation 1/A4OO Sheet Ell UU—Updated Power Plan 1/El0U 4 Update Studio Door Frame System and Side Lite Sheet A830—Updated 16AO3OEgress Plan Sheet A2OU—Updated 1A\2UOFloor Plan Sheet A21O—Updated 1A\21OFinish Plan Sheet A220—Updated 1A\22OFixture Plan Sheet A230 — Updated 1/A230 Fixture Outlet Location Plan Sheet A400 — Updated Rear Sales Area Wall Elevation 4/A400, Studio Elevations detail 5B/A400, and Revised Keynote 24 in the Interior Elevation Keynotes Section Sheet A610 — Updated Door types door B, updated Door Hardware Schedule Groups, Updated Transition Detail 4/A610, Updated Transition Detail 5/A610, Updated Detail 14/A610 & revised detail title to Studio Door Head, Updated Detail 15/A.610 & revised detail title to Studio Door Jamb and added Studio Glazing Head/Jamb/Sill Detail 20/A610 5 Added additional Volume Control Symbols -Notes & detailing, added Thermostat, and Security Pad info to DWG's. Sheet A220 — Added Security Tag to Fixture Plan 1/A200 and Fixture Schedule Sheet A400 — Updated Studio Elevations detail 5B/A400 and added keynotes 25, 26, and 27 to Interior Elevation Keynotes Section Sheet A410 — Updated Stockroom Elevationsla/A410 and Hallway Elevations 2c/A410 detail added keynotes 23, and 24 to Back of House Interior Elevation Keynotes Section Sheet E200 — Updated Lighting Plan 1/E200 6 Updated Millwork Details Sheet A400 — Updated Rear Sales Area Wall Elevation 4/A400 Sheet A620 — Updated Brush wall Plan Detail 4/A620, Updated Brush Wall Isometric detail 11/A620, Updated Brush Wall Section Detail 13/A620, Updated Brush Wall Plywood detail 14/A620, Updated LED Display Wall Elevation Detail 16/A620 and LED Display Wall Section Detail 18/A620 7 Added additional Wall Covering noting Sheet A210 — added finish tag WC-1 for install of wall covering at studio walls Sheet A400 — Added WC-1 (M Wall Graphic) to Studio Elevations 5b/A400 and 5d/A400. 8 Added noting and location for Telephone Bd. Sheet A410 — Updated Manager's Office Elevations detail 3/A410 and added keynote 22 to Back of House Interior Elevation Keynotes Section 9 Revised Camera layout to match vendor plan Sheet A300 — Updated Reflected ceiling plan 1/A300 Sheet E200 — Updated Lighting Plan 1/E200 10 Revised Noting for Switch plate detail Sheet E300 — Updated Switch plate detail 1/E300 notes section End Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries ISearch L&I AIndex Help My I.8:1 Workplace Rights Trades & Licensing TRAINOR COMMERCIAL CONST INC Owner or tradesperson TRAINOR, BRIAN A Principals TRAINOR, BRIAN A, PRESIDENT TRAINOR, SUZANNE, VICE PRESIDENT (End: 09/22/2016) WA UBI No. 602 512 116 ATTN: Sabrina Reynolds 1925 Francisco Blvd. E, #21 SAN ANSELMO, CA 94901 415-259-0200 Business type Corporation Certifications & Endorsements License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. TRAINCC950LW Effective — expiration 06/29/2005— 04/26/2021 Bond DEVELOPERS SURETY & INDEM CO Bond account no. 547292C $12,000 00 Received by L&i Effective date 06/29/2005 06/22/2005 Expiration date Until Canceled Insurance Liberty Mutual Fire Insurance $1,000,000.00 Policy no. TB2Z91466368028 Received by L&I Effective date 10/02/2018 10/01/2018 Expiration date 10/01/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts Help us improve GENERAL NOTES 1. THE COMPLETE CONSTRUCTION DOCUMENT SET IS INCLUSIVE OF THE DRAWING SHEETS LISTED IN THE DRAWING INDEX, THE TENANT INVITATION TO BID PACKAGE, AND ALL MALL CONSTRUCTION REQUIREMENTS. 2. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN (CONFIRM THESE FIELD CONDITIONS PRIOR TO SUBMITTING BID PROPOSAL). ANY CONFLICTS OR OMISSIONS, ETC., SHALL BE IMMEDIATELY REPORTED TO THE TENANT PROJECT MANAGER & ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OF ANY WORK IN QUESTION. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR PAYING FOR AND PROCURING BUILDING PERMITS (INCLUDING SUBCONTRACTORS, HVAC, ELECTRICAL, PLUMBING, ETC.), 4. SUBMITA SPECIFIC CONSTRUCTION SCHEDULE AND A SCHEDULE OF REQUIRED SUBMITTALS TO THE PROJECT MANAGER WITHIN SEVEN DAYS AFTER THE AWARD OF THE CONTRACT. 5. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR NOT IN CONTRACT, CONTRACTOR SHALL BE RESPONSIBLE FOR LOSS AND/OR DAMAGE TO THESE ITEMS. 6. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 7. DURING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ADJACENT AND NEIGHBORING TENANTS. 8. 'TYP.' SHOULD MEAN THATTHE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT. UNLESS OTHERWISE NOTED, DETAILS ARE USUALLY KEYED AND NOTED `TYP.' ONLY ONCE WHEN THEY FIRST OCCUR. 9. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR SHALL ALERT THE TENANT PROJECT MANAGER AND THE ARCHITECT OF ANY GROSS INCONSISTENCIES BETWEEN SCALED DIMENSIONS AND WRITTEN DIMENSIONS. 10. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT DIMENSIONS AND NUMBER OF ITEMS PROVIDED. UPON DISCOVERY OF DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND ENGINEERING DRAWINGS, THE GENERAL CONTRACTOR SHALL NOTIFY THE TENANT PROJECT MANAGER IMMEDIATELY. 11. HORIZONTAL DIMENSIONS ARE SHOWN FROM THE FINISHED FACE OF CONSTRUCTION, UNLESS OTHERWISE NOTED. 12. VERTICAL DIMENSIONS ARE FROM THE TOP OF FLOOR FINISH, ESTABLISHED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE TENANT OR ARCHITECT, UNLESS OTHERWISE NOTED. 13. DIMENSIONS ARE NOTADJUSTABLE WITHOUTTHE APPROVAL OF THE TENANT PROJECT MANAGER OR THEARCHITECTUNLESS NOTED+/-. 14. DO NOTSUBSTITUTE, REVISE, OR CHANGE THE WORK WITHOUTTHE WRITTEN CONSENT OF THE TENANT PROJECT MANAGER. 15, COORDINATE ALL WORK AS REQUIRED WITH THE LANDLORD'S REPRESENTATIVE INCLUDING COMPLIANCE WITH "MALL WORKING RULES", LOCAL NOISE ORDINANCES, THE USE OF ELEVATORS, TEMPORARY STORAGE, LOADING DOCKS, BUILDING KEYING SYSTEMS, ETC. PROVIDE NECESSARY BARRICADES, LIGHTING, SIGNAGE, AND GUARDRAILS AS REQUIRED BY OWNER AND/OR APPLICABLE REGULATORY ADVISORY FOR THE PROTECTION OF BUILDING OCCUPANTS, WORKERS AND PEDESTRIANS. 16. GENERAL CONTRACTOR SHALL, IN THE WORK OF ALL TRADES, PERFORM ANY AND ALL CUTTING, PATCHING, RESTORING, REPAIRING AND THE LIKE NECESSARY TO COMPLETE THE WORK AND RESTORE ANY DAMAGED SURFACES RESULTING FROM THE WORK TO THEIR ORIGINAL CONDITION. ALL ROOF PATCHING SHALL N AREA TO "LIKEN "CONDITION. PRIOR TO BIDDING G.C. TO VERIFY ANY A LRETURNAR NEW" , ROOF WARRANTIES WITH LANDLORD AND INCLUDE IN CONTRACT, 17. IN THE EVENT HAZARDOUS MATERIALS ARE ENCOUNTERED ON THE PREMISES DURING THE EXECUTION OF THE WORK, NOTIFY THE TENANTAND LANDLORD IMMEDIATELY BEFORE PROCEEDING WITH THE WORK. 18. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A/1OBC WITHIN 75' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING DURING CONSTRUCTION. 19. PATCH AND REPAIR ALL FIREPROOFING DAMAGED OR REMOVED DURING THE PERFORMANCE OF THE WORK. 20. EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE COMPLETION OF HIS WORK ON A DAILY BASIS, ALL WASTE, RUBBISH AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL TRASH, INCLUDING OWNER -FURNISHED ITEMS AND TRASH GENERATED BY OWNER'S CONTRACTORS FOR THE DURATION OF THE PROJECT. 21. G.C. TO PROVIDE DRAWINGS AND INSTALL AN AS -BUILT DWG. TUBE. PROVIDE PERMANENT LABEL ON TUBE AND NOTE ON DWG: "DRAWINGS, 00 NOT DISCARD OR REMOVE" G.C. TO PROVIDE ARCHITECT W/ COPY OF MARK UP CONSTRUCTION SET FOR ARCHIVING PURPOSES. 22. ALL DELIVERIES ARE TO THE LOADING DOCK OR EQUIVALENT. ANY COSTS ASSOCIATED WITH THE UNLOADING OF DELIVERIES ARE THE RESPONSIBILITY OF THE G.C. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION CODE SYNOPSIS APPLICABLE CODES EDITION BUILDING CODE: WASHINGTON STATE BUILDING CODE 2015 MECHANICALCODE: INTERNATIONAL MECHANICAL CODE 2015 PLUMBING CODE: UNIFORM PLUMBING CODE 2015 ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2017 FIRE CODE: INTERNATIONAL FIRE CODE 2015 ENERGY CODE: WASHINGTON STATE ENERGY CODE 2015 ACCESSIBILITY CODE: ]CC / ANSI A117.1 2009 OCCUPANCY USE GROUP: M BUILDING CONSTRUCTION TYPE: it-B SPRINKLER SYSTEM: YES TOTAL OCCUPANT LOAD: 65 QUANTITY OF EXITS REQUIRED: 2 SEISMICZONE: B2 SEPARATE PERMITS: 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 REVIEW AND APPROVAL IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES PRIOR TO INSTALLATION. 2. FIRE SPRINKLER SYSTEM AND/OR FIRE ALARM SYSTEM ARE NOT WITHIN THE SCOPE OF THIS PERMIT & SHALL BE A DEFERRED SUBMITTAL UNDER SEPARATE PERMIT, SUBCONTRACTOR(S) RESPONSIBLE FOR SAID WORK SHALL SUBMIT DRAWINGS & CALCULATIONS TO LOCAL JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. REFER TO SHEET A030 FOR ADDITIONAL INFORMATION ABBREVIATIONS A F M S A.F.F. ABOVE FINISHED FLOOR FC. BRK. FACE BRICK MFR. MANUFACTURER S.N.O. SANITARY NAPKIN DISPOSAL A.F.G. ABOVE FINISHED GRADE F.O.F. FACE OF FINISH MFR. REC. MANUFACTURER RECOMMENDED SCHED. SCHEDULE ACC. ACCESSIBLE F.O.M. FACE OF MASONRY M.O. MASONRY OPENING SECT. SECTION A.C.T. ACOUSTICAL CEILING TILE F.O.S. FACE OF STUDS MATT. MATERIAL SEP. SEPARATE ADDM. ADDENDUM F.R.P. FIBER REINFORCED PLASTIC/PANEL MAX. MAXIMUM SHTHG. SHEATHING ADWL ADDITIONAL FIN. FINISH MECH. MECHANICAL SHM SHEET ADJ. ADJACENT F.F.E. FINISHED FLOOR ELEVATION M.D.O. MEDIUM DENSITY OVERLAY S.V. SHEET VINYL ALT. ALTERNATE F.O. FINISHED OPENING M.D.F. MEDIUM DENSITY FIBERBOARD SIM. SIMILAR 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 A.D.A. AMERICANS WITH DISABILITIES ACT F.E.C. FIRE EXTINGUISHER CABINET MIN, MINIMUM S.S. SOLID SURFACE ANOD. ANODIZED F.H.C. FIRE HOSE CABINET Mi. MIRROR SND. SOUND APPROX. APPROXIMATE F.R.T. FIRE RESISTANT TREATED MISC MISCELLANEOUS S.T.C. SOUND TRANSMISSION COEFFICIENT ARCH. ARCHITECT FIXT. FIXTURE MTD. MOUNTED SPEC. SPECIFICATION FLASH. FLASHING SPRKLR. SPRINKLER B FLR. FLOOR N SQ. SQUARE BSMT. BASEMENT F.D. FLOOR DRAIN - N.P. NEUTRAL PIER S.F. SQUARE FOOT BM. BEAM FS FLOOR SINK (N) NEW S.STL. STAINLESS STEEL BRG. BEARING FLG. FLUOR. FLOORING FLUORESCENT NOM. NOMINAL STD. STL STANDARD STEEL BTWN. BETWEEN FT. FOOT/FEET N/A NOT APPLICABLE STOR. STORAGE BITUM BITUMINOUS FTG. FOOTING N.I.C. NOT IN CONTRACT STRUCT. STRUCTURAL BLKG. BLOCKING FDTN. FOUNDATION N.T.S. NOT TO SCALE S SUSPENDED BD. BOARD FR, FRAME NO, NUMBER SYM. M. SYMBOL B.O. BOTTOM OF FURR. FURRING BLDG. BUILDING O T C G _ O.C. ON CENTER TEL. TELEPHONE GALV. GALVANIZED OPNG. OPENING TEMP. TEMPERED CAB. CABINET GA. GAUGE OPP. OPPOSITE THK. THICK CPT. CARPET G.C. GENERAL CONTRACTOR O.A. OUTSIDE DIAMETER/DIMENSION THRU THROUGH CLG, CEILING GL GLASS O.F.S. OUTSIDE FACE OF STUDS T.B.D. TO BE DETERMINED CTR. CENTER GLZ. GLAZING .. O.A. OVERALL T.P.D. TOILET PAPER DISPENSER C/C CENTER TO CENTER G.B. GRAB BAR O.R.D. OVERFLOW ROOF DRAIN T.P. TOILET PARTITION CL CENTERLINE GYP. BD. GYPSUM BOARD OH. OVERHEAD T&G TONGUE &GROOVE C.T. CERAMIC TILE T.O. TOP OF CLASS. CLASSIFICATION H P T.O.B. TOP OF BEAM C.O. CLEAN OUT PT. PAINT T.O.C. TOP OF CONCRETE CLR. CLEAR HDCP. HANDICAP PR. PAIR T.O.F. TOP OF FLOOR/FOOTING COL. COLUMN HDW. HARDWARE P.T.D. PAPER TOWEL DISPENSER T.O.FDN. TOP OF FOUNDATION CONC. CONCRETE HVAC HEATING, VENTILATION AND AIR PAR, PARALLEL T.O.J. TOP OF JOIST C.M.U. CONCRETE MASONRY UNIT CONDITIONING PRPT. PARAPET T.O.M. TOP OF MASONRY CONSTR. CONSTRUCTION H./HT. HEIGHT/HIGH PRKG. PARKING T.O.P. TOP OF PARAPET C.M. CONSTRUCTION MANAGER H.D.F. HIGH DENSITY FIBERBOARD PART. PARTIAL T.O.S. TOP OF SLAB/STEEL CONT. CONTINUOUS H.C. HOLLOW CORE PART. BD. PARTICLEBOARD T.O.T. TOP OF TRUSS C.J. CONTROL101NT H.M. HOLLOW METAL PTN. PARTITION T.O.W. TOP WALL COORD. COORDINATE HORIZ. HORIZONTAL PLAM. PLASTIC LAMINATE T. TREAD CFLG. COUNTERFLASHING HR. HOUR .LA PL PLATE TRTD. TREATED D PLEX. PLEXIGLASS T.D. TRENCH DRAIN ' _ PLYWD. PLYWOOD TYP• TYPICAL OMSG. DEMISING INC. INCANDESCENT PVC POLYVINYL CHLORIDE DEMO. DEMOLITION IN. INCH P.S.F. POUNDS PER SQUARE FOOT U D. DEPTH/DEEP INCL. INCLUDE(D) (ING) P.S.I. POUNDS PER SQUARE INCH U.N.O. UNLESS NOTED OTHERWISE DTL DETAIL I.D. INSIDE DIAMETER/DIMENSION P/C PRECAST URN. URINAL DIA. DIAMETER INSUL INSULATION PREFIN. PREFINISHED DIM. DIMENSION INT. INTERIOR PRELIM. PRELIMINARY V DIR. DIRECTION ISO. ISOCYANURATE P.T. PRESSURE TREATED _ DW DISHWASHER P.M. PROJECT MANAGER VAN. VANITY DR. DOOR V.B. VAPOR BARRIER/VINYL BASE DBL. DOUBLE Q VAR. VARIES ON. DOWN 1ST. JOIST VFY. VERIFY D.S. DOWNSPOUT JT. JOINT QT. QUARRYTILE V.I.F. VERIFY IN FIELD DWG. DRAWING VERT. VERTICAL Q.F. DRINKING FOUNTAIN L R V.C.T. VINYL COMPOSITION TILE LAM. LAMINATE R. RADIUS/RISER V.C. VOLUME CONTROL E LDG. LANDING R.W.L RAIN WATER LEADER w EA. EACH LL. LANDLORD RECP. RECEPTACLE ESMT. EASEMENT LAV. LAVATORY REC. RECESSED W.C. WATER CLOSET/ WALL COVERING ELEC. ELECTRIC(AL) L.L. LEASE LINE REF. REFERENCE/REFRIGERATOR WT. WEIGHT EL. ELEVATION L. LENGTH/LONG R.C.P. REFLECTED CEILING PLAN W.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 EQ EQUAL REQ'D. REQUIRED WDW. WINDOW EQUIP. EQUIPMENT RESIL. RESILIENT W/ WITH EPDM ETHYLENE/ PROPYLENE/DIENE/ REV. REVISION/REVERSE W/O WITHOUT MONOMER ROOF MEMBRANE R.O.W. RIGHTOF WAY WD. WOOD (E)/EXIST. EXISTING R.D. ROOF DRAIN E.J. EXPANSION JOINT RTU ROOFTOP UNIT EXT. EXTERIOR JIM. ROOM E.LF.S. EXTERIOR INSULATION AND FINISH R.O. ROUGH OPENING SYSTEM SOL)WARE FOOT BREAKDOWN AREA OCCUPANT OCCUPANT BREAKDOWN: (SQ. FT.) LOAD FACTOR LOAD 1. SALES AREA: 2,486 60 42 (INCLUDING SALES AREA AND ENTRY) 2. STUDIO: 293 15 20 3. BACK OF HOUSE: 737 300 3 (INCLUDING TOILET ROOM, HALLWAY, STOCKROOM, AND MANAGER'S OFFICE) 12.7 % OF GROSS (STOCKROOM ONLY) 4. GROSS AREA: 3,516 65 (1+2+3) REFER TO SHEET A030 FOR ADDITIONAL INFORMATION VICINITY MAP Tokwla Park °s &T qw it �'�wnarefva � ' $almma breeze JFLY �:. 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Y i n Q NCMachine tlOperaltons 1' SOUTHCENTE.R Kohl's Tukwl{a 0 W ESTFIELD SOUTHCENTER TUKWILA, WA 98188 PROJECT TEAM LANDLORD: UNIBAIL-RODAMCO-WESTFIELD OWNER/ MORPHE, LLC 4905 OLD ORCHARD CENTER SUITE 060 TENANT: 22 4TH STREET, 4TH FLOOR SKOKIE, IL 60077 SAN FRANCISCO, CA TEL: 847.779.4832 TEL: 415.579.3437 FAX: N/A FAX: N/A CONTACT: EMILYYEE CONTACT: SAMANTHASHIELDS EMAIL: emily.yee@urw.com EMAIL: samantha.shields@morphe.corr ARCHITECT: FINN DANIELS ARCHITECTS MEP GAUSMAN & MOORE 2145 FORD PARKWAY, SUITE 301 ENGINEER: 700 ROSEDALE TOWER SAINT PAUL, MN 55116 1700 HIGHWAY 36 WEST TEL: 651.888.6891 SAINT PAUL, MN 55113 FAX: 651.888,6891 TEL: 651.604.3166 CONTACT- ASHLEY MONTAGUE FAX: N/A - EMAIL: ashle Y Rnn danieis.com • M CONTACT. ATTHEW TISDELL i II u EMAIL: mt sde @gaman.com s STRUCTURAL:RLG CONSULTING ENGINEERS 12001 N. CENTRAL EXPRESSWAY, SUITE 300 DALLAS, TX 75243 TEL: 214.382.5715 FAX: N/A CONTACT: DAVID BARRETT EMAIL: dbarrett@rlginc•com TENANT I S RE UIRED VENDOR LIST VENDOR CATEGORY BARRICADE VENDOR COMPANY BOSTON BARRICADE COMPANY ADDRESS 115119TH STREET VER1696 BEACH, L32960 CONTACT PHONE CARLA R. DIBENEDETTO 772.257.7156 EMAIL cdibenedetto@bostonbarricade.com LIGHT BOX VENDOR DSA PHOTOTECH 16961 CENTRAL AVENUE ENTRA I CARSON, CA 90746 MICHAEL MORELLI 727.266.7180 mmorelli@dsaphototech.com I LIGHTING VENDOR --- CAPITOL LIGHT 148 PERALTA AVENUE, UNIT B SAN FRANCISCO, CA 94110 ANDRE LUCERO 415.314.6201 andre.lucero@capitoliight com - MEDIAVENDOR _ i PLAY NETWORK 8727148TH AVE. NE REDMOND, WA 98052 JEFF ROMAN 425.629,2760 SUSTE MOSER 425.629.2748 jroman@playnetwork.cam i smoser@playnetwork.Eom MILLWORK/FIXTURE VENDOR DCI-ARTFORM 2727 W. GOOD HOPE ROAD, MILWAUKEE, WI 53209 CORBY CARRICO 306.920.4514 HEATHER STAUBER ! 651.260.5960 cardco@dciartform.com stauber@dciartform.com MOBILE SHELVING VENDOR PIPP MOBILE STORAGE SYSTEMS, INC. 2966 WILSON DRIVE NW WALKER, Mi 49534 10NNIE PORTER 800.234.7477 X4091 jporter@pippmobile.com- RETAIL DATA VENDOR RETAIL NEXT, INC. 60 SOUTH MARKET STREET, 30TH FLOOR REZA MOLLAGHAFFARI 503.442.5357 reza.moliaghaffari@retailnext.net SAN JOSE, CA 95113 TIFFANYTRAN 408.759.9779 tiffany.tran@retailnext.com SECURITY VENDOR ADT/ PROTECTION 1 SECURITY 4221 WESTJOHN CARPENTER FREEWAY KRISTIE CURTISS j 831.655.1425 kcurtiss@adt.com SOLUTIONS IRVING, TX 75063 HANNAH COOK 214.277.7212 hannahcook@adt.com _ SIGN VENDOR SIGNTECHELECTRICALADVERTISING, INC. 4444FEDERALBOULEVARD SAN DIEGO, CA 92102 JESSICAWELIS 619.527.6100x137 jwelis@sigMech.com _ STOCKROOM SHELVING VENDOR EXACALIBUR WOOD PRODUCTS PO BOX 498- 292 BURNHAM INTERVALE RD. CONTOOCOOK, NH 03229 DAVtD PRIMEAU 561.328.8863 d.primeau@comcast.net - -- LOW VOLTAGE VENDOR - GRANITE COMMUNICATIONS 100 NEWPORT AVENUE EXT. QUINCY, MA 02171 JEFF SHIELDS 617.837.5255 jeshields@granitenet.com LIGHT BOX GRAPHICS VENDOR MATRIX FRAME USA 10405-F GRANITE ST. CHARLOTTE, NC 28273 BRITTANY POSTON 704.393.2881 brittany@matrixframe-usa.com _- ---- --- - --- --_- - --- - -- I - -- _----__- - SYMBOLS DETAIL TITLE ELEVATION MARK KEYNOTE ID PARTITION TYPE X TITLE LOCATION EL.=XXX'-X" d Dr`r qp _= AXXX SCALE PARTITIONSIZE '!,`,,r;?�„'"t," - - O GRID ID TYPE DOOR ID EXIST. CONDITIONS SOIL/EARTH FINISHED WOOD ELEVATION X � xx FM�X DETAIL NUMBER Axxx SHEET NUMBER REVISION ID EQUIPMENT ID C.M.U. (EL.) LUMBER SUBSTRATE X XX SECTION Im X DETAIL NUMBER ROOM ID FURNITURE ID AXXX SHEET NUMBER WOOD PANELING STEEL CONCRETE XXXX ROOM NAME <XX DETAIL SQ. FT.: XXXX ROOM SQ. FT. XXXX XXXX XXXX FLOOR FINISH XXXX XXXX I XXXX BASE FINISH X DETAIL NUMBER XXXX I XXXX I XXXX WALL FINISH XXXX XXXX XXXX CEILING FINISH FINISH ID AXXX SHEET NUMBER F_x_x_1 BATT INSULATION ALL KEY PLAN r-------------------- ir--------------------T DISTANCE TO LANDLORD'S 11 DISTANCE TO LANDLORD'S ELECTRICAL DISTRIBUTION i i TELECOMM. DISTRIBUTION AREA:±125 LF FROM SPACE i i AREA:±150 LF FROM SPACE j (VERIFY INFIELD PRIOR TO (VERIFY INFIELD PRIOR TO I BID) II BID) l L-------------------- JL-------------------- J I r NORDSTROM mocy5 ❑❑ 0 0 0 IT ;0; to LOCATION OF LANDLORD'S MORPHE ELECTRICAL ROOM (125 FT) SPACE # 1530 PHONE ROOM (150 F-0 - LEVEL 1 OF 3 DRAWING INDEX ARCHITECTURAL 4 _2 REVISION4 _ A000 PROJECT INFORMATION A010 RESPONSIBILITY SCHEDULE I A020 ACCESSIBILITY DETAILS A030 EGRESS PLAN A100 DEMOLITION PLAN - A200 FLOOR PLAN A210 FINISH PLAN A220 FIXTURE PLAN---- ---- ® _ _-__ A230 FIXTURE OUTLET LOCATION PLAN A300 REFLECTED CEILING PLAN �I -- - -- A400 SALES AREA INTERIOR ELEVATIONS ELEVATIONS A410 BACK OF HOUSE INTERIOR EL EVA A500 STOREFRONT PLAN AND ELEVATION ,® ® A510 STOREFRONT SECTIONS A520 STOREFRONT DETAILS A530 SIGNAGE AND BARRICADE DETAILS A600 PARTITION AND CEILING DETAILS- A610 DOOR SCHEDULES AND DETAILS - A620- FIXTURE DETAILS A630 SEISMIC CEILING DETAILS 111 T A700 TOILET ROOM PLAN, ELEVATION AND DETAILS ._ - A800 SPECIFICATIONS I A801 SPECIFICATIONS STRUCTURAL S-001 GENERAL NOTES ---------- S-002 SPECIAL INSPECTIONS 5-201 UPPER LEVEL PLAN F1 E O 5-301 SECTIONS &DETAILS -- -_. ____.-____-_-.-..-_-_- -------------- ---- - - Porn* No. Plan review a va 1s Sol to errorsiana-f �missions_Appr I-construcho ab_cume not autherize t lolatlon of any a bDt6i �yom n fat-oi- Drove �Ia.C: -ardl ance- ns Is� 0 IS does or }_and - - -- -- -- - - - -- -_- By. o-- - - ----------- Crtv of TuKwua I --eutLolrvs o+wsl MECH. / ELEC./ PLMB. _ MP000 MECHANICAL AND PLUMBING SPECIFICATIONS MP001 MECH. AND PLUMB. RESPONSIBILITY SCHED. & MECH. SYMBOLS- M100 HVAC PLAN M200 MECHANICAL SCHEDULES & DETAILS_- M300 MECHANICAL COMCHECK FORMS M301 HVAC LOAD CALCULATIONS P100 PLUMBING PLANS ----- -- P200 PLUMBING SCHEDULES AND DETAILS E000 ELECTRICAL SPECIFICATIONS E001 ELECTRICAL RESPONSIBILITY SCHEDULE & SYMBOLS - d - E100 POWER PLAN V d E200 LIGHTING PLAN E300 LIGHT FIXTURE SCHEDULE & LIGHTING CONTROL DIAGRAM E400 ELECTRICAL SCHEDULES E401 ELECTRICAL POWER RISER DIAGRAM 5EPARP.TE PERMI E500 LIGHTING ENERGY FORMS -- E501 LIGHTING ENERGY FORMS -- -_ RE+:OIRE:D"IFOR. (y�'' Mach nine, -. -. - _ [� jElectr Plumbing PlumbingREV_ISI� as cal 1pmH -NOrl-arldes snag:-U oho the scone - OI a aporeval or the __ __ Cit El ILD of NG OOilISIO vala - of worn wdnout -- TukwdaBul Itizl-Orvtsrorr-- _ - �--.� -. - --NOTE=Revisl5nS-wtILLe4-Utre a new Dian additional plan reww. e- _ _- submdtal and may include - RE cOD Ar IEVVt c.OMp ]PROVE D--O- (brie 1) - - - - - -AE ISION-NOS - �7�219 -- -Gi� 5 f�rof-- u4cvr(ila - - E,UI- LDINS3 L2tVLSlO - V 7 /_:::: in MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 fimels I T E C 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE FARCHITE ISTERED C T DREW GNUSON STATE OF SHINGTON A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM /JBQ/ DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LLL//PERMIT/ BID 05.23.2019 1 LANDLORD REVISION 08.08.2019 TENANT REVISION 08.08.2019 ISSUE FOR CONSTRUCTION 08.08.2019 QTENANT CLARIFICATION REVISION 09.05.2019 ASITE REVISION 09.25.2019 RECEIVED UKWILA sEP 2 7 2019 •'ERMIT CENTER SHEET TITLE: PROJECT INFORMATION J,$ ADJACENT TENANT (N.LC.) J H G'8 107'-9 3/4" (E) V.I.F. LEASE LINE TO LEASE LINE 2V-9 3/8" (E) V.I.F. 5'-61J2" (Ej V.LF, 30'-0" (PER LL. BASE BUILDING DWGS) V.I.F. 30'-0" (PER LL. BASE BUILDING DWGS) V.I.F. 1V-0" (PER LL. BASE BUILDING DWGS) V.I.F. V-6 3/8" (E) V.I.F. LASE LINE TO LEASE LINE LASE LINE COL. CL TO COL. CL COL, CL TO COL. CL COL. CL TO COL. CL COL CL TO E TO LEASE LINE 2-111/2" (E) V.I.F. LEASE LINE LEASE LINE ' TO LEASE LINE w >�Z 1 ( 1 - u vwi O J �K • ..u. `' �"" "�� LANDLORD SERVICE �a „t CORRIDOR N.LC, r� z—` — - — — — — — — — — — — — — — — — — — — —— u y ADJACENTTENANT(N.I.C.)�� - 10 4 1TX W o' MANAGER'S OFFICE TOILET ROOM HALLWAY' '' z 32" CLR.' 7 •-'.�. i a„' "-. .... NICE �(': a..,�i(. SQ. FT. 65 SQ. FT. 74 SQ. FT. 167 :. _� � t160 OCC.) �. i I I �y � 1:•;' �... "� .� � r .t; , E� ir 2 ` `iI I IIUL tin III I I( 1 L I T-,�, 1❑,1 Ix ; I I \\\. ff .`-��- /I` t7"�"'I— __. 'f I' I . x i i r.;:„ 1 u: t r �`�-r tr q � z ` i ' S` 1�� V �� 00 ". i i 1 i i .",„a.» """��>Wap i i ,- �� x+:G� i � � i ' �� 10'=1.�5) NPR i ' ( ' '�� I ' ��''. ��-�_. � �ri v ( L� �e ;" � � Ft- (�1 ��"• � G u- 0 � � c+ w g u z u ix � \\ r�"�� u 1 II , z --- - ' g L—___ _J t ""ter // � 1 Z `t` ,a.. i Iti �. �VIIN:-1/3Af/ , AG i _ _ _ _,r �.1: .�•— ;—�'��-.a,'�. I r o Z N O 1 � � � I( 1� Him ° �- 1 t-�-' z ""�, i'T^'.,'1 �"� ��, �� V �N�L / / v;-- '�.�>. �n i ��, �V �`, w� t, it �� .. I� ��I ;�� x , ,,- ,, - I� i Q 1 1 1 E 4i n 11 rs ) •y..rr p\ �1r 2 ( I' I`�I\ j i \� i � � I I w� I t ,.. . , , . , ,.,,,:.::.. z .:.,, , .. ::.. y,,..-,•,:.. , ..� 1 STOCKROOM _ STUDIO SALES AREA 1 SQ. FT. 431 SQ. FT. 293 SQ. FT. 2,486 i � I 1.4' (E) V.I.F. COL, CL TO COL CL 31'-3 3/8" (E) V.I.F. 28'-8" (PER LL. BASE BUILDING DWGS) V.I.F. 41'-1" (PER LL. BASE BUILDING DWGS) V.I.F. V-5" (E) V.I.F. COL. CL TO LEASE LINE TO COL. CL COL. CL TO COL. CL ( COL. CL TO COL. CL LASE LINE 10V-5 3/8" (E) V.I.F. LEASE LINE TO LASE LINE J 8 ADJACENTTENANT(N.I.C.) i i i I 1 EGRESS PLAN A030 1/4"=1'4" CODE SUMMARY NARRATIVE nrri IDAA17 i nAM A. DESIGN OCCUPANT LOAD (WBC TABLE 1004.1.2) 1. SALES AREA 2,486 S.F. / 60 = 42 OCCUPANTS 2. STUDIO 293 S.F. / 15 = 20 OCCUPANTS 3. BACK OF HOUSE 737 S.F. / 300 = 3 OCCUPANTS 4. TOTAL OCCUPANT LOAD = 65 5. SEE SQUARE FOOTAGE BREAKDOWN ON SHEETA000 FOR ADDITIONAL INFORMATION. MEANS OF EGRESS A. EXITS 1. NUMBER REQUIRED (WBC 1006.2.1) = 2 2. NUMBER OF ACCESSIBLE REQUIRED (WBC 1009.1) = 2 3. ARRANGEMENT (WBC 1007.1.1) = NOT LESS THAN 1/3 OVERALL DIAGONAL 4. TRAVEL DISTANCE MAXIMUMS • EXIT ACCESS (WBC 1017.2) = 250 FT COMMON PATH OF TRAVEL (WBC 1006.2.1) = 7S FT S. WIDTH MINIMUMS • DESIGN EXITWIDTH (WBC 1005.3.2).2X65=13" • ACCESSIBLE WIDTH (WBC 1009 & [CC/ANSI A117.1403.5.1) = 36" DOORS (WBC 1010.1.1 & ANSI A117.1404.2.2) = 32" MIN. CLEAR 6. EXIT ACCESS (WBC 1016.2) - EGRESS THROUGH INTERVENING SPACES SHALL COMPLY WITH THIS SECTION. • 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. EGRESS PLAN KEYNOTES O1 EXISTING FIRE RATED GYP. BD. TENANT SEPARATION DEMISING PARTITION TO REMAIN. REFER TO SHEET A200 FOR ADDITIONAL INFORMATION. O2 NEW ILLUMINATED EXIT SIGN. REFER TO SHEETA300 FOR ADDITIONAL INFORMATION. EGRESS A LEGEND 36" WIDE EGRESS PATH ...................... PATH OF TRAVEL DIRECTION OF EGRESS 21,1111 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 07 2019 City of Tukwila BUILDING DIVISION TRANSITION FROM COMMON PATH OF TRAVEL TO EXIT ACCESS PATH OF TRAVEL REVISION N0. MIDPOINT OF EXIT ACCESS PATH OF TRAVEL r ? a t t h 6 i i t � Y MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 ) A R C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE 19834 VREgSTEREORCHTfEC T DREWR.MA NUSON STATE OF W AS INGT ON STORE #: 047 PROJECT: ®RPHE WESTFIELD SOUTHCEIVTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM j18Q/ DRM ISSUES AND REVISIONS: 100% CHECKS ET 05.16.2019 LL /PERMIT /BID 05.23.2019 Z�TENANT REVISION 08.0$.2019 ISSUE FOR CONSTRUCTION 08.08.2019 SITE REVISION 09.25.2019 DECEIVED CITY OF TUKWILA SEP 21 2019 PERMIT CENTER SHEET TITLE: EGRESS PLAN .1.H ADJACENT TENANT (N.LC.) 107'-9 3/4" (E) V.I.F. LEASE LINE TO LEASE LINE I I I 1 22'-9 3/8" (E) V.I.F. 5'-61/2" (E) V.I.F. 3V-0" (PER LL BASE BUILDING DWGS) V.I.F. 30'-0" (PER LL. BASE BUILDING DWGS) V.I.F. 15'-0" (PER LL. BASE BUILDING DWGS) V.I.F. V-6 3/8" (E) V.I.F. LEASE LINE TO LEASE LINE LEASE LINE COL. CL TO COL. CL COL. CL TO COL. CL COL. CL TO COL. CL COL. CL TO TO LEASE LINE 2-411/2" (E) V.I.F. LEASE LINE LEASE LINE TO LEASE LINE 71/4"(E) 5'-�61/8" 5" 26'-1"± ( 13'_7"(HOLD) 27'-43/4" 1 5_23/4' I 8" V.I.F. SEE STOREFRONT - SHEETS of z w� 40 14 +' 1 2 00 14 15 14 00 1 2 T ;^ LANDLORD SERVICE CORRIDOR N.LC. a v ,:.., .arc,.-- Z .-. — — u w ADJACENTTENANT (N.LC.) _ 1 _ - 00 — — — — — — — — — — — — — — — — — — — — — — — — I I 10 44 I w 1 TX mZ 1 2 BO 00 2 4 1 zo 08 _ ;; 10------ 40 6 i1 6 11 6 11 13 6 11 0 40 6 11 6 11 40 13 6 11 6 11 6 11 6 11 40 I WRA I -� [ j z J 9 (MANAGER'S 06 I !_��--� i 3- I OFFICE A O 1 1 J 7 6' _.11.1/4'. 5"' - z o _ R � z Q W TOILET ` I �O? iHALLWAY 17' B I ROOM`CV T_03 „' 0 --- - A410 03 I I o I D3 I 10 .__._� 7 . I I I I I > W u 0 MIN. n v ( I z ? - ' I o I 03 a I I 2 d j Q pl Z O -W+ - - Z 14 — I tlt 00 S I I I LL: O e�-I O O A400 A400 Z p SALES FLOOR ? "• 1 2 -' 0 3 Q ' �ro mW :: 5'-71 2" 3 I I A500 ti c < z � 1 a S„ 2'_0" f I � ,-Z, u, --- 16 a J STOCKROOM � W N �++ ' �(& �i A STUDIO v I" a 00 % 1 A D I I A410 03 D S B 1 0 ' I I 4 C A400 N I � I rl a �¢ --- w 40 6 11 6 11 6 11 I 13 6 11 6 11 6 11 16 11 n l 0 0 40 3 40 3 40 40 13 I 1 I m i m 1 I o. 02 i I I - I I N D] 3� 4 - ( I B0 BO h; 1 2 00 403 14 15 14 I 1 2 00 14 3 5/8" (E) 20'-10 3/4" VZ 12'-10" 5' 26'-1" ± 1T-7" (HOLD) 23'-2 1/4" 4'-8 3/4" 6° i G.C. TO REVIEW SUBFLOOR STRUCTURE, SYSTEMS, AND SERVICE V.I.F. SEE STOREFfONT PRIOR TO CONSTRUCTION FOR CONDITIONS PREVENTING FLOOR SHEE PENETRATIONS INDICATED IN THE CONSTRUCTION DRAWINGS. - I COORDINATE ON SITE AND WITH LANDLORD'S REPRESENTATIVE, i CONDITIONS PREVENTING LAYOUT AS SHOWN SHALL BE BROUGHT TO THE ATTENTION OF THE TENANTS PROJECT I MANAGER IMMEDIATELY AND PRIOR TO FRAMING. I L----------------------------------------- 1 `SEE SHEETA030 FOR REQUIRED CLEARANCES/EGRESS PATH_--- j V-4" (E) V.I.F. j COL. CL TO COL. CL I I I SEE SHEET A610 FOR DOOR SCHEDULE AND DETAILS. I 31'-3 3/8" (E) V.I.F. 28'-8" (PER LL. BASE BUILDING DWGS) V.I.F. 41'4" (PER LL BASE BUILDING DWGS) V.I.F. 1'-5' (E) V.I.F.__________________________________________� LEASE LINE TO COL. CL COL CL TO COL. CL COL, CL TO COL. CL I COL. CL TO ------------------------------------------ LEASE LINE i CONTRACTOR TO X-RAY EXISTING SLAB PRIOR TO WORK, NOTIFY 10V-5 3/8" (E) V.I.F. TENANT'S PM AND ARCHITECT IMMEDIATELY UPON I COMPLETION OF X-RAY AND PRIOR TO ANY FURTHER WORK i LEASE LINE TO LEASE LINE i WITH ANY ISSUES OR CONCERNS PREVENTING WORK ----- SHOWN. ——t J.8 J.OS 1 --------------------- ADJACENTTENANT(N.I.C.j i I I I I . I 1 FLOOR PLAN 1. SEE FIXTURE PLAN ON SHEETA220 FOR FIXTURE INFORMATION. 2. NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH PLANS IN RELATION TO THE EXISTING FIELD CONDITIONS. 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO NOT SCALE. CONTACT ARCHITECT FOR ANY CLARIFICATIONS NEEDED. 4, DIMENSIONS ARE FROM THE FACE OF FINISHED WALLTO FACE OF FINISHED WALL U.N.O. S. ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED AND CONDITIONED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN SPECIFICATIONS AND/OR INSTRUCTIONS. 6. ALL WORK SHALL BE EXECUTED IN A MANNER ACCEPTABLE TO THE TENANT. 7. THE G.C. SHALL PROVIDE AND PAY ALL LABOR, MATERIALS EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, TRANSPORTATION, PERMITS, AND OTHER SERVICES AND FACILITIES NECESSARY FOR PROPER AND TIMELY EXECUTION OF WORK U.N.O. 8. THE G.C. WARRANTS TO THE OWNER, ARCHITECT, AND ENGINEERS THAT ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONTRACT ARE NEW UNLESS OTHERWISE SPECIFIED AND THATALL WORK WILL BE INSTALLED AS SPECIFIED AND FREE OF DEFECTS. 9. APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY LOCAL AUTHORITY. COORDINATE WITH TENANT AND BUILDING INSPECTOR ON LOCATION(S) TO BE INSTALLED. 10. ALL PENETRATIONS OF FIRE RESISTIVE FLOOR OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UL STANDARDS FOR THE THROUGH PENETRATION FIRESTOP SYSTEMS. THE G.C. SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING TO THE ARCHITECT. SUCH DRAWING SHALL BE AVAILABLE TO ANY INSPECTOR. THE DRAWING SHALL BE SPECIFIC FOR EACH PENETRATION WITH VARIABLES DEFINED. 11. THE G.C. IS TO REPLACE ANY FIREPROOFING REMOVED FROM THE BUILDING STRUCTURE DURING DEMOLITION/CONSTRUCTION. 12. THE G.C. IS RESPONSIBLE FOR MAINTAINING INTEGRITY OF RATED PARTITIONS AND STRUCTURE WHERE PENETRATED BY VARIOUS TRADES AND SERVICES. 13. THE G.C. SHALL VERIFY THAT ALL PENETRATIONS WILL NOT COMPROMISE THE STRUCTURAL INTEGRITY OF THE EXIST( B. OF EXISTING CONDITIONS MAY BE REQUIRED, EXISTING SLAB, REPAIR Q , VERIFY IN FIELD. 14. ALL SLAB PENETRATIONS SHOULD BE COORDINATED WITH ON -SITE OPERATIONS MANAGER. WATERPROOF MEMBRANE MUST BE WATER TESTED BY G.C. AND APPROVED BY ON -SITE OPERATIONS MANAGER. 15. ACCESS PANELS IN WALLS FOR PLUMBING, MECHANICAL, OR ELECTRICAL ACCESS ARE TO BE FRAMELESS AND FLUSH WITH THE GWB PANELS. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 16. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS, AND JAMBS AS REQUIRED TO MAKE ASSEMBLY RIGID. 17. THE G.C. SHALL SUPPLY AND INSTALL PROPER AND ADEQUATE WOOD BLOCKING TO SUPPORT ALL OWNER SUPPLIED FIXTURES AND G.C. SUPPLIED AND INSTALLED ITEMS FOR FIRM AND SECURE INSTALLATION ON WALLS, COLUMNS, ETC. G.C. SHALL COORDINATE WITH FIXTURE VENDOR FOR REQUIRED LOCATIONS AND ADEQUACY OF BLOCKING REQUIREMENTS AND PROVIDE ALL SUCH BLOCKING PRIOR TO CLOSING UP ANY AND ALL WALLS, COLUMNS, ETC, ALL AREAS TO BE PHOTOGRAPHED OR WITNESSED AND SIGNED OFF BEFORE COVERING BLOCKING. IF REQUIRED BY CODE AND/OR LOCAL BUILDING OFFICIAL, ICIAL, BLOCKING SHALL BE FIRE RETARDANT TREATED OR METAL TO MEET SUCH REQUIREMENT. 18. THE G.C. IS RESPONSIBLE FOR PROVIDING PROTECTION AGAINST DAMAGE TO EXISTING FURNITURE, ADJACENT FINISHED WORK, FLOORING, ETC. 19. THE G.C. IS RESPONSIBLE FOR THE FINAL CLEANUP OF THE ENTIRE PREMISES INCLUDING BUT NOT LIMITED TO FLOORS, MILLWORK, FIXTURES, ETC. FOLLOWING THE INSTALLATION OF THE MILLWORK. FLOOR PLAN KEYNOTES 1 O LEASE LINE. 15 O EXISTING PIPES TO REMAIN. PROTECT FROM DAMAGE VERIFY EXISTING CONDITIONS ON SITE FRAME , �2 EXISTING FIRE RATED GYP. BD. TENANT SEPARATION DEMISING PARTITION TO REMAIN. PROTECT FROM AROUND AS NECESSARY. DAMAGE. PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING AND FOR SMOOTH APPLICATION OF i6 PROVIDE SOUND ATTENUATION INSULATION AT STUDIO WALLS. SEE PARTITION DETAILS ON SHEETA600 TENANT FINISHES AS SCHEDULED. VERIFY EXISTING CONDITIONS IN FIELD PRIOR TO BID. FOR ADDITIONAL INFORMATION. EXISTING REAR SERVICE DOOR TO REMAIN. PROTECT FROM DAMAGE. REFER TO SHEETA610 FOR 17 HI-LO DRINKING FOUNTAIN, SEE DETAIL 14/A700 AND PLUMBING DRAWINGS FOR ADDITIONAL ADDITIONAL INFORMATION. INFORMATION. O4 EXISTING LANDLORD NEUTRAL PIER TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS REQUIRED. COORDINATE WITH LANDLORD'S ON SITE REPRESENTATIVE, OS COORDINATE BELOW FLOOR WORK FOR CASHWRAP WIRING AS REQUIRED WITH LANDLORD. SEE ELECTRICAL DRAWINGS. O6 SALES AREA DISPLAY MILLWORK AND EQUIPMENT. REFER TO SHEETS A220, A400, AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. O7 ACCESSIBLE TOILET ROOM. REFER TO SHEETA700 AND MEP DRAWINGS FOR ADDITIONAL INFORMATION. 8 REFER TO SHEETS A220 A410 AND MEP DRAWINGS FOR ADDITIONAL INFORMATION REGARDING BACK OF O HOUSE FIXTURES AND EQUIPMENT. O LOCATION OF ELECTRICAL EQUIPMENT. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 10 FIRE EXTINGUISHER. THE MAXIMUM TRAVEL DISTANCE FROM ANY PORTION OF THE SPACE TO THE FIRE EXTINGUISHER LOCATION SHALL NOT EXCEED 75 FT. PREFERRED LOCATION SHOWN, HOWEVER G.C. TO COORDINATE EXACT LOCATION AND QUANTITY WITH FIRE DEPARTMENT AND BUILDING DEPARTMENT AUTHORITIES HAVING JURISDICTION IN FIELD PRIOR TO FINAL INSPECTIONS. 11 PROVIDE FIRE RATED PLYWOOD BLOCKING IN WALLS WHERE WALL FIXTURES ARE TO BE INSTALLED. SEE SHEET A400 FOR ADDITIONAL INFORMATION. COORDINATE ALL REQUIREMENTS WITH MILLWORK VENDOR AND MILLWORK SHOP DRAWINGS. 12 INSTALL PARTITION SO BACKSIDE OF GYP. BD. IS TIGHT TO EXISTING STRUCTURAL COLUMN. 13 INSTALL PARTITION SO BACKSIDE OF METAL STUD IS TIGHT TO EXISTING STRUCTURAL COLUMN. 14 EXISTING BASE BUILDING STRUCTURAL COLUMN TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR ANY EXISTING FIREPROOFING AT STRUCTURAL MEMBER TO MAINTAIN REQUIRED FIRE RATING. PAINTTO MATCH WALL FINISHES WHEN EXPOSED. MALL PARTITION LEGEND ,xs EXISTING FIRE RATED GYP. BD. TENANT SEPARATION DEMISING PARTITION TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING. 00 VERIFY EXISTING CONDITIONS IN FIELD PRIOR TO BID. NEW NON -RATED INTERIOR PARTITION: ONE LAYER 5/8" GYP. BD. ON EACH SIDE OF 8 METAL STUD FRAMING TO 6" ABOVE ADJACENT CLG. FINISH, U.N.O. EXTEND GYP. BD. p FULL HEIGHTTO UNDERSIDE OF FLOOR DECK ABOVE WHERE NO CLG. EXISTS. A600 NEW NON -RATED INTERIOR FURRED PARTITION: ONE LAYER 5/8" GYP. BD. ON EXPOSED 9 SIDE ONLY OF METAL STUD FRAMING TO 6" ABOVE ADJACENT CLG. FINISH, U.N.O. EXTEND GYP. BD. FULL HEIGHT TO UNDERSIDE OF FLOOR DECK ABOVE WHERE NO CLG. Ab00 EXISTS. NEW NON -RATED PARTIAL HEIGHT FURRED PARTITION: ONE LAYER 5/8" GYP. BD. 4, 5 OVER ONE LAYER 3/4" FIRE RATED PLYWOOD OVER 7/8" HAT CHANNEL OVER TWO 0 LAYERS 3/4" FIRE RATED PLYWOOD. A620 NEW NON -RATED DISPLAY PARTITION: ONE LAYER 5/8" GYP. BD. ON EACH SIDE OF -� METAL STUD FRAMING TO 6" ABOVE ADJACENT CLG. FINISH, U.N.O. EXTEND GYP. BD. 18 FULL HEIGHT TO UNDERSIDE OF FLOOR DECK ABOVE WHERE NO CEILING EXISTS. GYP. A620 60 BD. IS INTERRUPTED BY RECESSED AREA. SEE DETAIL FOR ADDITIONAL INFORMATION. 3/4" FIRE RATED PLYWOOD TO BE INSTALLED IN RECESSED AREA. q�t D11 34 A NOTES: 1. USE W.R. GYP. BD.,BEHIND ALL PLUMBING FIXTURES, IMMEDIATELY ADJACENT TO PLUMBING FIXTURES AND THRObGHOUT TOILET ROOM. 2. REFER TO 16/A600 FOR METAL BACKING PLATE DETAILS 3. REFER TO 17/A600 FOR STUD GAUGE LIMITING HEIGHT MORPHS 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H i T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE 11634 V REGISTERED ARCHITEC T DREW R. MAG SON STATE OF W ASH TON STOREM 047 MOMMMMEEMEMEEMOMIMMONmmmmommmmmmm PROJECT: ri"U@ 0 , `: r WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 mm A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM/1BQ./DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/PERMIT/BID 05.23.2019 TENANT REVISION 08.08.2019 ISSUE FOR CONSTRUCTION 08.08.2019 Z� SITE REVISION 09.25.2019 OCT 07 2019 1LDING DIVISION PFr'EIVEO CITY OF TUKWILA SEP 2 7 2019 PE>RI UT CENTER 1. EXAMINE ALLSURFACES TO BE PAINTED UNDER THIS CONTRACTTO VERIFY THE WORK AND SUBSTRATE CONDITIONS INSTALLED AND LEFT BEHIND AS A RESULT OF ALL TRADES IS IN A SATISFACTORY CONDITION TO RECEIVE PAINT OR SPECIFIED FINISH. 2. PAINTER SHALL BE RESPONSIBLE FOR THE REMOVAL OF HARDWARE, SWITCH COVERS, OUTLET COVERS, ETC. AND REINSTALLATION OF SAME AFTER PAINTING. 3. WHERE EXPOSED TO VIEW, ALL METAL SURFACES SHALL BE PROPERLY PREPPED PRIOR TO PAINTING. 4. WHERE EXPOSED TO VIEW, EXISTING STEEL COLUMNS AT SALES AREA SHALL BE PREPPED, PAINTED AND RECEIVE BASE. OWNER MAY ELECT TO FUR OUT COLUMN, VERIFY WITH FIXTURE VENDOR PRIOR TO BID. S. THE G.C. SHALL PATCH, REPAIR, AND/OR EXTEND EXISTING DEMISING WALLS TO MAINTAIN EXISTING FIRE RATING (AS REQUIRED). 6. FOLLOWING DEMOLITION ACTIVITIES, PATCH AND REPAIR ALL EXISTING SURFACES TO REMAIN. PATCH SHALL MATCH ADJACENT CONDITIONS FOR A UNIFORM APPEARANCE. 7. ALL OUTSIDE CORNERS AT DRYWALL PARTITIONS AND FURRED WALLS TO HAVE METAL CORNER BEADS TAPED AND SPACKLED SMOOTH. 8. THE G.C. WILL REPAINT AND/OR REPAIR THE LANDLORD'S PROPERTY (BULKHEADS, REAR CORRIDOR, ETC.) IF DAMAGED DURING TENANT IMPROVEMENT. 9. ALL PAINTS AND WALL COVERINGS SHA LL BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATION FOR THE PARTICULAR SURFACE. 10. AFTER COMPLETION OF PAINTING, ALL PAINT MATERIALS AND EQUIPMENT SHALL BE REMOVED. ALL PAINT SPOTS SHALL BE REMOVED AND ALL AREAS SHALL BE THOROUGHLY CLEANED. ANY DIR AND DEBRIS CAUSED BY WORK SHALL BE CLEANED UP AS WORK PROGRESSES. 11. RETOUCH OR REFINISH SURFACES DAMAGED BY SUBSEQUENT WORK AS DIRECTED BY G.C. THE COST OF SUCH RESTORATION WORK SHALL BE BORNE BY THE G.C. 12. WIPE CLEAN ALL SURFACES WITH DAMP CLOTH, 13. REMOVE ALL ROUGH SURFACE SPACKLE FROM WALL BEFORE BASE APPLICATION. 14, BASE SHALL BE GLUED TIGHTTO WALL, WITH NO DELAMINATION OR BUBBLES. 15, FLOORING CONTRACTOR SHALL HAVE A MINIMUM (5) YEARS EXPERIENCE WORKING WITH THESE TYPES OF PRODUCTS. 16. PATCH ALL AREAS WHERE FLOOR IS CRACKEDT OR NO LEVEL PRIOR TO FLOORING INSTALLATION. 17. INSTALL ALL FLOORING PER MANUFACTURER'S SPECIFICATIONS. PROVIDE ALL NECESSARY CONTROL JOINTS, EXPANSION JOINTS, AND GAPS REQUIRED PER MANUFACTURER'S RECOMMENDATIONS. 18. TYPICAL FLOORING TRANSITIONS ARE AT BACKSIDE OF DOOR OR AT BACKSIDE OF OPENING IF NO DOOR IS PRESENT. 19. ALL TILE TO BE SET FLAT, LEVEL, AND TRUE. 20. GROUTIOINTS ARE TO BE EQUAL IN DIMENSION. CONFIRM WIDTHS WITH TENANT. PROVIDE GROUT SAMPLES FOR APPROVAL. 21. THE G.C. SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE FINISHES IN THE STORE, WALLS, FLOORS AND CEILINGS PRIOR TO TURNOVER. G.C. SHALL TOUCH-UP ALL CORNER BEADS, WALLS, CEILINGS, FLOORING AND ANY DAMAGE CAUSED BY OTHER TRADES INCLUDING MILLWORK PRIOR TO TURNOVER. 22. ALL MILLWORK TO BE SUPPLIED BY FIXTllRE VENDOR AND INSTALLED BY G.C., U.N.O. SEE FIXTURE PLAN. NOTESFINISH 1, ALL INTERIOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH CURRENTSTATE AND LOCAL BUILDING CODES. THE G.C. SHALL PROVIDE ALL FLAME SPREAD AND SMOKE DENSITY RATING FOR FINISH MATERIALS TO BE BUILDING DEPAR TMENT REQUIRED. 2. ALL INTERIOR WALL AND CEILING FINISHES SHALL MEET THE FOLLOWING SPECIFICATIONS: MALL SIDE WALLS AND CEILING A. CLASS W FLAME SPREAD INDEX 26 TO 75 MAX B. SMOKE DENSITY RATING 300 MAX TENANTSIDE WALLS AND CEILING A. CLASS'C' FLAME SPREAD INDEX 76 TO 200 MAX B. SMOKE DENSITY RATING 450 MAX 3. ALL WOOD MUST BE CLASS W FIRE RATED NON-COMBUSTIBLE MATERIAL AND ALL WOOD FIXTURES MUST BE CLASS'A' STAMPED OR FURNISH MANUFACTURER'S CERTIFICATION. 4. ALL MATERIALS INSTALLED SHALL BE A MIN. OF CLASS 11; EXCEPT ALL MATERIALS INSTALLED ON THE STOREFRONT SHALL BE A MIN. OF CLASS 1. MATERIALS NOT MEETING THE CLASS MIN., SHALL BE COVERED WITH A COATING OF NOT LESS THAN 1/28" THICK THAT IS FIRE RATED FOR THE REQUIRED CLASSIFICATION. S. AFTER INSTALLATION OF ALL FIXTURES, G.C. TO TOUCH UP ANY SURFACES THAT MAY BE DAMAGED, 6. WITHIN (3) DAYS OF THE COMPLETION OF DEMO., G.C. IS RESPONSIBLE FOR TESTING THE CONC. SLAB FOR MOISTURE CONTENT USING WAGNER RELATIVE HUMIDITY RAPID RH TESTING KIT. G.C. TO CONTACT PRODUCT MANUFACTURER. PRIOR TO BIDDING FOR TESTING, EXISTING CONDITIONS RECOMMENDATIONS AND COMPLETE APPLICATION INSTRUCTIONS. G.C. MUST PROVIDE ADD ALTERNATE BID ON BID FORM. SEE MOISTURE BARRIER CHART FOR TESTING REQUIREMENTS AND PRODUCT SPECIFICATIONS. 7, AFTER REQUIRED MOISTURE AND RELATIVE HUMIDITY TEST RESULTS ARE RECEIVED, G.C. IS RESPONSIBLE FOR PROVIDING A LEVEL CONCRETE SLAB PRIOR TO FLOOR INSTALLATION. G,C. MUST FOLLOW MANUFACTURER RECOMMENDATIONS AND INSTRUCTIONS FOR SUITABLE SUBSTRATES, FLOOR PREPARATION, AND APPLICATION. G.C. TO PROVIDE BID ON BID FORM FOR THE FOLLOWING: • FOR MINOR SURFACE CONCRETE DEFECTS, PATCHING, SMOOTHING, AND FEATHERING; RECOMMENDED PRODUCTS INCLUDE - ARDEX- FEATHER FINISH; SELF -DRYING, CEMENT -BASE FINISHING UNDERLAYMENT MAPEI - PLANIPROP FF; PREMIUM SKIMCOATING AND PATCHING COMPOUND - MAPEI - PLANIPATCH: FAST -SETTING, POLYMER -MODIFIED, CEMENT -BASED PATCHING COMPOUND • FOR MAJOR CONCRETE DEFECTS AND SELF -LEVELING REPAIR; RECOMMEDNED PRODUCTS INCLUDE: ARDEX- K-15: SELF -LEVELING SUB -FLOOR SMOOTHING COMPOUND MAPEI- PLANIPATCH PLUS SYSTEM: AN EMBOSSING LEVELER - MAPEI - ULTRAPLAN I PLUS: HIGH-PERFORMANCE, QUICK -SETTING, SELF -LEVELING UNDERLAYMENT 8. G.C. SHALL TRIM BRAKE METAL AND SCRIBE BASE WHERE REQUIRED ON SITE, VERIFY IN FIELD. 9. ALL FINISHES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 10. FOR ALL WALLS TO RECEIVE BOTH PAINT AND CUSTOM WALL COVERING GRAPHIC, G.C. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED AND ENSURE A LEVEL 5 FINISH. G.C. TO USE ACRYLIC OR ENAMEL BASE PAINT NOT LATEX. ALLOW PAINT TO OFF -GAS FOR A MIN. OF 48 HOURS PRIOR TO WALL COVERING INSTALL. SIGN VENDOR TO APPLY GARDZ SURFACE SEALER AND INSTALL WALL COVERING. FINISH PLAN LEGEND FLOOR FINISHEFF-21 FLOOR FINISH FLOOR FINISH[-] FLOOR FINISH F-4 FLOOR FINISH F-5 `. ;4 F-1F-3 FINISH PLAN KEYNOTES /1 EXTEND MALL COMMON AREA FLOORING TO NEW STOREFRONT BASE LINE. EXTEND IN FULL TILES, REMOVE EXISTING PARTIAL TILES AND REPLACE WITH NEW AS REQUIRED. O2 REFER TO STOREFRONT DRAWINGS FOR STOREFRONT FINISHES. O3 CENTER FLOOR FINISH WITHIN EXTENTS OF FLOOR FINISH PERIMETER, AS SHOWN. O G.C. TO PAINT WALL BEHIND GRAPHIC AS SCHEDULED. WALL GRAPHIC WC-1 FURNISHED AND INSTALLED BY SIGN VENDOR. OS PROVIDE FRP-1 AS DIRECTED. REFER TO SHEET A410AND 13 & 14/A700. O6 NOT USED. O WATERPROOF MEMBRANE PER LANDLORD REQUIREMENTS - REFER TO DETAIL 11/A700. r 88 BEFORE NEW FLOORING IS INSTALLED, G.C. TO ENSURE EXISTING CONCRETE SLAB 1 SMOOTH OOTH AND LEVEL THROUGHOUT THE ENTIRE SPACE. G.C. TO PROVIDE CONTRASTING "RED" V.C.T. FOR AREA OF ELECTRICAL EQUIPMENT CLEARANCE. 10 TILE PATTERN START POINT AT CENTERLINE OF CASH W RAP/BACKWRAP. 11 DURING FLOOR INSTALLATION, TILES SHOULD BE CUT AT FLOOR TRANSITION TO ENSURE FLOORING ALIGNS WITH MILLWORK FIXTURES. TRANSITIONS MAY NOT END WITH FULL TILE. COORDINATE WITH FIXTURE PLAN. REFER TO SHEET A220. 12 TILE PATTERN START POINT AT CENTERLINE OF STUDIO. 13 PAINT RECESS BEHIND LED SCREENS P-4 , SEE DETAIL18JA620. 14 NOT USED. 15 WALL AND FLOOR FINISHES ARE TO BE INSTALLED PRIOR TO INSTALLATION N ON OF WALL FIXTURES. MOISTURE BARRIER CHART G.C. SHALL PERFORM RELATIVE HUMIDITY TEST USING WAGNER RELATIVE RAPID HUMIDITY RH TESTING PROBE. G.C. SHALL FOLLOW WRITTEN SPECIFICATIONS PROVIDE BY MANUFACTURER. USE THE BELOW INFORMATION 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 FINISH SCHEDULE KEY I MATERIAL MANUFACTURER DESCRIPTION NOTES KEY MATERIAL MANUFACTURER DESCRIPTION NOTES FLOORING WALL F-1 CERAMIC TILE DALTILE FOREST PARK - 9"x36" FLOOR FP94; WHITE OAK 1/8" MAX. GROUT JOINT; GROUTTO BE G-1. INSTALL IN RUNNING BOND PATTERN FRP-1 FIBERGLASS REINFORCED PANELS MARLITE WHITE: P-100 4'-0" HIGH F.R.P. PANELS AT TOILET ROOM, DRINKING FOUNTAIN, AND MOP SINK F-2 CERAMIC TILE DALTILE P124 JET BLACK, UNPOLISHED, 12"x24" 1/8" MAX. GROUT JOINT; GROUT TO BE G-2. INSTALL IN RUNNING BOND PATTERN MT-1 BRAKE METAL -- BLACK HIGH GLOSS TO MATCH BENJAMIN MOORE BLACK 2132-10 SEMI -GLOSS P-1 PAINT PAINT BENJAMIN MOORS BENJAMIN MOORE OC-152 SUPER WHITE; FLAT OC-152SUPER WHITE; SEMI -GLOSS F-3 V.C.T. ARM5TRONG 12"x12" TILES; #51904 STERLING - P-2 F-4 - MALL FLOOR FINISH COORDINATE WITH LANDLORD REPRESENTATIVE P-3 PAINT PAINT BENJAMIN MOORE BENJAMIN MOORE OC-152SUPERWHITE; EGGSHELL BLACK 2132-10; FLAT _ F-5 V,C.T. ARMSTRONG 12"x12" TILES; #51880 MARASCHINO REFER TO PLAN ABOVE FOR AREA OF FLOORING F-P-4-1 BASE B-1 WALL BASE 4"x3/4" FLAT MDF; G.C. TO PAINT P-6 P-5 PAINT BENJAMIN MOORS OC-152 SUPER WHITE; ULTRA SPEC SCUFF-X SATIN (486) B-2 WALL BASE JOHNSONITE 4" HIGH VAPOR GRAY VINYL COVE BASE BACK OF HOUSE WALL BASE P-6 PAINT WALL COVERING BENJAMIN MOORE SIGN VENDOR BLACK 2132-10; SEMI -GLOSS CUSTOM WALL COVERING GRAPHIC - EXTEND FROM FLOOR TO CLG. AND WRAP AT WALL RETURNS; REFER TO FINISH NOTES WC-1 GROUT G-1 [� GROUT LATICRETE 90 LIGHT PEWTER PORCELAIN TILE GROUTTO BE INSTA LLED PER MFR'S INSTRUCTIONS CEILING, ACOUSTICAL TILE: 2x2; #534 CIRRUS CL-1 ARM57RONG TEGULAR EDGE; WHITE GRID: SEE A300 FOR ADDITIONAL TILE CEILING NG 15J16" PRELUDE GRID; WHITE INFORMATION PORCELAIN TILE GROUT TO BE G-2 GROUT LATICRETE 22 MIDNIGHT BLACK INSTALLED PER MFR'S INSTRUCTIONS GLASS GL-1 GLASS __ CLEAR TEMPERED STOREFRON GLASS PROVIDED BY STOREFRONT VENDOR MORPHS 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 a I I �, , - � x A R C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690,5525 www.finn-daniels.com CONSULTANTS: ammmmmommmommmmmummmmmmmmmamomm SEAL/SIGNATURE 11634 REGISTERED ARCHTEC T STATE OF DREW R. MAG SON W ASHI TON STORE #: 047 PROJECT: "' 5 WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM / JBQ / DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/PERMIT/BID 05.23.2019 ZL TENANT REVISION 08.08.2019 ISSUE FOR CONSTRUCTION 08.08.2019 REVIEWED FOR APPROVED City of Tukwila RECEIVED CITY OF TUKWILA SEP 21 2019 PERN11T CENTER J,8 ADJACENT TENANT (N.LC.) 107'-9 3/4" (E) V.I.F. LEASE LINE TO LEASE LINE 22'-9 3/8" (E) V.I.F. 5'-61/2" {E) V.LF. 30'-0" (PER LL. BASE BUILDING DWGS) V.I.F. 30'-0" (PER LL. BASE BUILDING DWGS) V.I.F. 15'-0' (PER LL BASE BUILDING DWGS) V.I.F. V-6 3/8" (E) V.I.F. 4 COL CL TO LEASE LINE TO LEASE LINE LEASE LINE COL, CL TO COL CL COL. CL TO COL CL COL. CL TO COL. CL LEASE LINE TO LEASE LINE 2'-111/2" (E) V.LR LEASE LINE TO LEASE LINE 2'-01/4' 2'_01/4" 6" 13'-101/2" 6" 2'-0" 6" 13'-7" 6" 2'_0" 6" 13'-101/2° 6" 6" T-0" 6' ( w' O W HOLD • N p O J �LANDLORD SERVICE "s CORRIDOR N.LC. Wf w+ z � — — — ADJACENT TENANT (N.I.C.) — — — — — — — — — — — — — — — — — — — — _ — — — — — — — — —� — — — — — — — �• �� _ 10 v o Ys ` MSb M6b M7b MS M b iM6b MSb rn < , LB w 4 v tl i 1 FRAME Q O 8'-10 1/2" ( 4'-10" w m C3 '^ O M17b M10b M12b M10b M17b M19t44 M11b MSOb M12b M10b M17 ) jz-w i F2 e aI ' 52 AAAGER'S SEE SHEET E1 OFFICE HALLWAY (" m - R E2 C2 TOILET ROOM A210 0 Kl TC1 ❑ + M19s _.__ ALIGN SEC ?: 6 i M10b i M12b M10b _ M10b M12b M10b ALIGN > �w 53 L2 3 c7 oM1b1 2 _ M20 M15b ' o _ n w 41 it zp w� G _ .. R2 �i m SALES FLOOR "'' '� �' O '� w w — — — v 'S Y M p p .: Z -� j M2b1 Q u ii ii i i > H m o wo a w J NS W1 STUDIO I m a 3'-0° 2,� 3J4„ 3'_0" i I 5�_0,� i i i i( 0 w u N W L1 cl � STOCKROOM <= ¢ ry N i _ 17b M12b M106 M17b M 1 M10b M31b M10b M12b M10b M17b Cl TS Ti --- v q iM15b S"63�4" {... C1 .,.,.,.,.,., .H i ' TS' INSIDE . t; i — 5'-6" w ( I STO F.O. ' I I REFRON� -- -- m w i _ GLASS Ff vxi uxi h N vXi N N y (3'-0" MIN.) 7 ' Fp M10b (M12b lob M19t ~ MiOb M12b M106 } -i or w 4'-10" ry 1 o=oo q_ 1 0= l FRAME Tn of _ ;rcfO `^ wOUS i ^ L61 tx/1 Vxl x t/xf N Ix/1 N h MSb i �. ae , ..- r",. „s' 's''.w^,tt+i•+":13 .,. .. ..H'i'.. . ..,.. u c ... .3u ,- 5..an ,h ...... s - v „,+,.. , ..-,,.... n 2'-0 1/4"/ 6" 13'-101/2" 6" V41 6" 13'-7" 6' 2'-0" 6° 13'-101/2" 2'-01/6„ T-9 5X t HOLD (ALIGN WITH M5FIXTURE OPP.) i 1'4- (E) V.I.F. COL CLTO COL CL SEE SHEET A030 FOR EGRESS AND FIXTURE CO , 31'-3 3/8" (E) V.I.F. 28'-8" (PER LL. BASE BUILDING DWGS) V.I.F. 41'-1" (PER LL BASE BUILDING DWGS) V.I.F. 1C V.I.F. COL CL TO I CLEARANCE REQUIREMENTS. i LEASE LINE TO COL. CL COL. CL TO COL. CL COL. CL TO COL CL ( LEASE LINE - �----------__-- _____- __-________ 102'-S 3/8" (E) V.LF. SEE SHEETA020 FOR CLEARANCE REQUIREMENTS AT DOORS LEASE LINE TO LEASE LINE i i J 8 ADJACENT TENANT (N. I.C.) i i i i i i 1 FIXTURE PLAN A220 1J4„_1'-0" SHEET NOTES 1. TENANT FIXTURE VENDOR SHALL CONTACT ARCHITECT IMMEDIATELY AND PRIOR TO FABRICATION IF ANY FIXTURES OR FIXTURE SIZES CHANGE FROM WHAT IS CURRENTLY INDICATED IN THIS DRAWING SET. 2. TENANT FIXTURE VENDOR SHALL REFER TO SHEET A020 AND A030 FOR ACCESSIBILITY AND CLEARANCE COMPLIANCE REQUIREMENTS. 3. QUANTITIES INDICATED IN THIS SCHEDULE ARE FOR TENANT'S PURPOSES ONLY. CONTRACTOR/VENDOR SHALLSUBMIT BIDS/QUOTES BASED OFF DRAWINGS, NOT QUANTITIES INDICATED HERE. ARCHITECT MAKES NO GUARANTEE THAT QUANTITIES LISTED ARE ACCURATE. 4. ALL FURNITURE PROVIDED BY TENANT FIXTURE VENDOR U.N.O. AND REQUIRES PARTIAL ASSEMBLY BY G.C. FOR INSTALLATION. 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. 6. G.C. TO RECEIVE AND VERIFY QUANTITIES AND ANY DAMAGE UPON RECEIPT. G.C. TO NOTIFY OWNER IMMEDIATELY OF ANY DISCREPANCIES OR DAMAGE. 7. REFER TO ELECTRICAL DRAWINGS FOR ALL FIXTURES REQUIRING ELECTRICAL SERVICE AND CONNECTION. Q PLACE FIXTURE TO ALIGN WITH FLOOR TRANSITION, SHOWN DASHED. SEE A210 FOR ADDITIONAL INFORMATION. O CASHWRAP AND POS SYSTEM. SEE DETAIL 1/A620 FOR ADDITIONAL INFORMATION. O3 BACKWRAP AND LED DISPLAY WALL. SEE DETAIL 16/A620 FOR ADDITIONAL INFORMATION. O BRUSH WALL. SEE DETAILS ll/A620, 13/A620, AND 14/A620 FOR ADDITIONAL INFORMATION. �5 ALIGN FIXTURE WITH CORRESPONDING/MATCHING FIXTURE OPPOSITE SIDE. O G.C. TO PROVIDE 2" GROMMET HOLE FOR MANGER'S DESK. INSTALL CENTERED ON LENGTH OF DESK, 4" FROM BACK EDGE OF DESK SURFACE. O WALL MOUNTED TELEVISION, SHOWN DASHED. FIXTURE SCHEDULE KEY ACTUAL QTY. TYPICAL QTY. DESCRIPTION KEY ACTUAL CITY. TYPICAL CITY. DESCRIPTION KEY ACTUAL QTY. TYPICAL CITY. DESCRIPTION MIb1 1 1 CASHWRAP-4 WELL C1 3 3 CHAIR -STUDIO SEC 1 1 SECURITY M2b1 1 1 BACKWRAP-4WELL C2 1 1 CHAIR - OFFICE - ULINE H-4118 M4 1 1 GRAB AND GO FIXTURE -TBD Dl 1 1 DESK AND SHELVES — MS 2 2 BRUSH WALL D2 1 1 DRAWING TUBE HOLDER - REFER TO PLUMBING DRAWINGS M6b 4 4 STANDARD WALL E1 1 1 ELECTRICAL CABINET- DATA M7b 4 4 STORY WALL E2 1 1 ELECTRICAL CABINET- MEDIA M8b 4 4 MIRROR WALL F2 1 1 FILING CABINET -2DRAWER - ULINE H-1914BL-BLACK M10b 16 �16 GONDOLA Kl 1 1 FIRST AID KIT Mllb 2 2 CONSULTATION TABLE <= 1 1 LOCKERS - SIX TIER (3)WIDE - ULINE H-4809GR-GRAY M12b 8 8 HYGIENE TABLE <=>1 1 LADDER D ERAND HOOK - ULINE B' H-2797 / EVERBILT 10-3/4" BLACK HEAVY LADDER M15b 2 2 NESTING FEATURE TABLE Nl 1 1 MICROWAVE - MAGIC CHEF HMM1611ST - M17b 6 6 END CAP -SINGLE DRAWER RS 1 1 REFRIGERATOR - MAGIC CHEFHVDR104OW M195 2 2 TOWER -SHORT R2 ' 1 1 COAT RACK- RICHELIEU HARDWARE 16925BAG M19t 2 2 TOWER - TALL <= 4 20 STOCKROOM SHELVING -18"D X 48"W X 96"H - EXCALIBUR STEEL BOLTLESS M20 1 1 NESTING ISLAND TABLE 52 1 1 SAFE - G.C. TO SLEEVE BOLT SAFE TO THE FLOOR M21 1 1 COMPLEXION TOWER GROUPING 53 1 1 TOIL SURFACE MOUNTED 534ANDA 6" F.R. PLYWOOD SHELVES PAINTED WHITE LB1 2 2 LIGHT BOX -4'-10"W X 11'-3"H SX 20 0 MOBILE SHELVING -18"D X 48"W X 96"H (4 SHELVING UNITS TO 1 CARRIAGE) A Am Ad AN AM M23 1 1 WALL MOUNTED LASH FIXTURE (3 PANELS) <=�2 2 TABLE -STUDIO Bl 1 1 CORK BOARD - 4'W X 3'H - ULINE H-3946 TCl 1 1 EMPLOYEE TIME CLOCK - REFER TO ELECTRICAL DRAWINGS 82 1 1 DRY ERASE BOARD - 4'W X 3'H - ULINE H-617 W1 1 1 WATER FILTRATION SYSTEM - REFER TO PLUMBING DRAWINGS MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE 11634 \ 1 REGISTERED ARCHITEC T DREW R. MAGNU STATE OF W ASHING STORE #: 047 PROJECT: ®RPHE WESTFIELD SOUTHCENTER SPACE#1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM /JBQ/ DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/ BID 05.23.2019 /�PERMIT/ ZTENANT REVISION 08.08.2019 ISSUE FOR CONSTRUCTION 08,08.2019 IL SITE REVISION 09.25.2019 REVIEWED FOR NG- APPROVED City of Tukwila RECEIVED CITY OF TUKWILA SEP 2 7 2019 PERWIlT CENTER SHEET TITLE: FIXTURE PLAN REVISION NO. 22'-9 3/8" (E) V.I.F. 5'-6 1/2" (E) V.I.F. LEASE LINE TO LEASE LINE J.8 } ADJACENTTENANT(N.I.C) J H G•8 107'-9 3/4" (E) V.I.F. LEASE LINE TO LEASE LINE 30'-0" (PER LL. BASE BUILDING DWGS) V.I.F. 30'-0" (PER I.L. BASE BUILDING DWGS) V.I.F. 15'4' (PER LL. BASE BUILDING DWGS) V.I.F. V-6 3/8" (E) V.I.F. COL. CL TO COL. CL COL. CL TO COL. CL COL. CL TO COL. CL COL. CL T LEASE LINE 111/2" (E) V,I.F LEASE LINE TO LEASE LINE HALLWAY —0w A.C.T. CEILING @ +9'-D" A.F.F. CL-1 O >4 LANDLORD SERVICE , r: EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL i � J � o w - ti CORRIDOR N.I.C. ,.,,....E�U.G,.... .., -., .�+.�w+-1 ,... «�. �+..,�.r..,-m,-> ., .. .-.,..�+w',•.. :��.=rt �� , , -, . , . ., .. .,.. .. , ..r _ . . ,. �. . _. . .. - r. u: w ADJACENT TENANT (N.LC.) a MANAGER'S OFFICE TOILET ROOM +-+ z A.C.T. CEILING @ +9-0" A.F.F. GYP. BD. CEILING @ +8'-6" A.F.F. 1 CL-1 �P-1 w rA ris ��M1 Y 7 U w Z \ t II\ LL 4 1 W. K K IW- n z z t. -�© 1 II �1 I I II 1 I II II 11 it I I I4T—.! EC 11 I1 _ r it 1 W II II II II '.t_- II I I I/ — — — — 4- —1 — I — — — — — — — — — — — -t— — _ —i . — — — Iz— — i�� - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - - - - ----- 4'-113/4' 1 4'-0" 1 4'4' 5-111/4" EQUAL e 4'-0" 44' EQUAL V-111/4" 1 4'4' 4'-0" — - c ® - — - - — - — - — - - — - ® - — I— A --- P A Y1 A A S, A Y1 A A A Y1 P A A 3 A Y1 A .�yy,¢ _ q °��] / ZZ �— - _ EQ EQ. EQ-� E(L EQ. EQ EQ EQ. E4 EQ. EQ. EQ. EQ. E4 E 1-0 51- 3' I' 5'-0' S'-0' S 0' S -0" - 5 -0" _ 5'-0" - N I II II I I I i III LL it Jf I _ III ' �X Cf1l A-_ _--- -_ -.. -1uI'li l,i13'_9°gl_g�3'9' �_91I gl_9139' 39 39 3�_9"_ I=tttam-91 '343-99- ! WO r Wi^gym L� i I r l I I j i I I I I 1 I I 1 i 1 -.} �' E 3+-, 13 IQ'� w 1lr�$r'I I X ! tp / / \ VI S Y I 9 A - A r1I 'ia Q i I jl I r t+-k l I I 1 II IJA- 12 Al C2 C2 IC2 C2 "77777 ° ` C2 C2 C2 ` u � I M I 1 i 1 r_-'1r _- .--'t I I � --II-- lu I III I i I I III II n ii 1 L-I I ._......-. A. I11 I I 3 TYP. E_ la I� �, _ -.. 1 r tDJ3'4" 5' 0" 5' 0" 5 -0' ` 5'-0"I S -0" 5'-0" �` ;�..'�I 5'-0"I 5'-0" 5-0" 5 -0" I 2 -6EQ. EQ.EQ. -EQ. EQ` EQ. EQ. EQ. EOEQ. ---EQ.3'-8" 3'-6"t P 4'-113/4" P P P 5'-111(4" EQUAL P 4'-0" P 4'-0" P EQUAL 5'-111/4" P 4' ' 'L 4'-0" P 3 -6" E. I STOCKROOM STUDIO SALES AREA +1s'a 3/4" A.F.F. A.C.T. CEILING @ +11-5" A.F.F. GYP. BD. CEILING @ +11'-5" A.F.F. I ( GYP. BD. CEILING @ +11'-5" A.F.F. � B.oO. GYP. BD. SOFFIT P 4 1 1 ! O 12 I 1 V-4" (E) V.I.F. ' COL. CL TO COL. CL 3V-3 3/8" (E) V.I.F. 28'-8" (PER LL. BASE BUILDING DWGS) V.I.F. 41'4" (PER LL. BASE BUILDING DWGS) V.I.F. LEASE LINE TO COL. CL COL. CL TO COL. CL I COL. CL TO COL. CL 102'-5 3/8" (E) V.I.F. LEASE LINE TO LEASE LINE J 8 ADIACENTTENANT(N.LCJ J•05 .1 1 REFLECTED CEILING PLAN SHEET NOTES 1. ALL CEILING HEIGHTS INDICATED ARE FROM FINISH FLOOR TO FINISH CEILING, U.N.O. 1 ALL DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH, U.N.O. 3. REFER TO ELECTRICAL DRAWINGS FOR EXACT NUMBER AND TYPE OF LIGHT FIXTURES TO BE PROVIDED. NOTIFY ARCHITECT SHOULD ANY DISCREPANCIES OCCUR. 4. COORDINATE CEILINGS WITH MECHANICAL. SEE MECHANICAL PLAN FOR LOCATIONS OF ALL DIFFUSERS, DUCTS, RETURN AIR GRILLES, SPRINKLERS, AND ANY ADDITIONAL MECHANICAL EQUIPMENT. S. FIRE SPRINKLER SYSTEM SHALL BE DESIGN/BUILD BY GENERAL CONTRACTOR, ALL AUTOMATIC FIRE SPRINKLER SYSTEM ENGINEERING, MATERIALS, AND INSTALLATION TO BE BY LANDLORD'S DESIGNATED FIRE SPRINKLER CONTRACTOR IF REQUIRED. 6, SPRINKLER HEADS: A. IN GYPSUM BOARD CEILINGS SPRINKLER HEADS TO BE FLUSH CONCEALED TYPE WITH COVER PLATES TO MATCH CEILING FINISH COLOR. EXPOSED TYPE IN OTHER AREAS, UNLESS OTHERWISE NOTED. B. PROVIDE SPRINKLER HEAD LAYOUT AS REQUIRED BY LANDLORD'S INSURANCE AND BY CODE. 7. SPEAKERS: VERIFY SPEAKER QUANTITY AND LOCATIONS WITH TENANT. 8. G.C. TO COORDINATE ALL SPEAKER REQUIREMENTS WITH TENANT PRIOR TO ROUGH IN. 9. ACCESS MECHANICAL AND ELECTRICAL EQUIPMENT CONCEALED BY GYPSUM BOARD CEILING THROUGH MECHANICAL DIFFUSERS. 10. ALL LIGHT FIXTURES, HVAC EQUIPMENT AND DIFFUSERS SHALL BE SUPPORTED FROM TOP CHORD OF STRUCTURAL JOIST ABOVE. 11. COORDINATE WITH ALL TRADES INVOLVED TO ENSURE CLEARANCES FOR ALL CEILING RELATED APPURTENANCES NECESSARY TO MAINTAIN THE SPECIFIED FINISH CEILING HEIGHT AS NOTED ON THE DRAWINGS, 12. CEILING SUSPENSION SYSTEM SHALL BE ATTACHED AT TWO ADJACENT WALLS, MAINTAIN TWO SIDES UNRESTRAINED, 13. PROVIDE CEILING ACCESS TO ALL LANDLORD EQUIPMENT. CONTACT LANDLORD FOR REQUIREMENTS. REVIEW CEILING ACCESS REQUIREMENTS WITH TENANT PRIOR TO INSTALLATION OF ACCESS PANELS. REFLECTED CEILING PLAN KEYNOTES O REFER TO 12B/A600 FOR TYPICAL GYP. BD. CEILING ASSEMBLY. O2 REFER TO 13/A600 FOR TYPICAL A.C.T. CEILING ASSEMBLY. REFER TO SHEETA630 FOR SEISMIC RESTRAINT REQUIREMENTS. SPEAKER SYSTEM. TENANTVENDOR TO PROVIDE PLASTER RING, G.C. TO INSTALL AND MUD IN PLASTER RING IN DRYWALL CEILING FOR RECESSED SPEAKERS. COORDINATE EXACT JUNCTION BOX LOCATIONS WITH TENANT VENDOR. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. J "RETAIL NEXT' DATA SENSOR LOCATION. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. O ALL ACCESS PANELS TO BE STEALTH STYLE WIND -LOCK 24" X 24" MIN., U.N.O. G.C. TO PAINT TO MATCH ADJACENT CEILING OR WALL FINISH, SIZE AND LOCATE AS REQUIRED FOR SIGNAGE ACCESS. LIGHTING TIME CLOCK. G.C. TO VERIFY MALL AND STORE HOURS. LIGHTS TO BE SET AS FOLLOWS; MONDAY THROUGH SATURDAY-ON:7AM/OFF:I2AM AND SUNDAY-ON:9AM/OFF:9PM. SEE SHEET E300 FOR ADDITIONAL INFORMATION. LINE OF STOREFRONT SIGNAGE ABOVE. SEE SIGN SHOP DRAWINGS. OS SECURITY CAMERA LOCATION. COORDINATE EXACT LOCATION WITH TENANT VENDOR, SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. O CEILING MOUNTED BACKDROP (12 FT UNIT). G.C. TO PROVIDE & INSTALL CONCEALED FRT BLOCKING AS REQUIRED. COORDINATE INSTALLATION REQUIREMENTS WITH MANUFACTURES INSTRUCTIONS 10 CEILING MOUNTED CURTAIN TRACK. G.C. TO PROVIDE & INSTALL CONCEALED FRT BLOCKING AS REQUIRED. 11 DUPLEX RECEPTACLE, AS SHOWN. INSTALL PARALLEL TO STOREFRONT GLAZING. 12 REFER TO 12A/A600 FOR INSULATED GYP. BD. CEILING ASSEMBLY AT THE STUDIO. 13 PROVIDE ACCESS PANEL AS REQUIRED FOR HVAC UNITS ABOVE CEILING. ACCESS PANEL TO BE STEALTH STYLE WIND -LOCK MINIMUM SIZE REQUIRED FOR ACCESS COORDINATE LOCATION WITH TENANT, ARCHITECTANO LOCATION OF THE HVAC UNITABOVE. -5" (E) V.I.F. COL. CLTO LEASE LINE I SEE SHEETA210 FOR FINISH SCHEDULE -II L------------------------- J r---------- ------------ G.C. SHALL COORDINATE AND I IMPLEMENTALL DIRECTIONAL 1 j LIGHTING WITH CURRENT "MORPHE LIGHTING OVERVIEW" INCLUDED IN THE BID PACKAGE. DIRECTIONAL LIGHTING SHALL BE AIMED AS j IDENTIFIED IN DOCUMENTAND I COORDINATED WITH CURRENT I REFLECTED CEILING PLAN AND FIXTURE PLAN WITHIN THE PROJECVS ! CURRENT CONSTRUCTION DOCUMENT I j PACKAGE. ANY QUESTIONS TO BE COORDINATE WITH MORPHE PROJECT j I MANAGER PRIOR TO COMPLETION OF I CONSTRUCTION. ________.---J REFLECTED CEILING PLAN LEGEND ® RECESSED 2-UGHT DIRECTIONAL EXIT SIGN A3- X EXIT SIGN / EMERGENCY LIGHT COMBINATION ® RECESSED DIRECTIONAL- SEE ELECTRICAL FOR ADDITIONAL INFORMATION xi Bl 4=6 EMERGENCY LIGHT Y Ii51 RECESSED EMERGENCY LIGHT RECESSED DOWN LIGHT -SEE 18/A600 AND MANUFACTURER'S YS INSTALLATION INSTRUCTIONS ® HVAC SUPPLY AIR DIFFUSER C2 Z HVAC RETURN AIR DIFFUSER ® EXHAUST FAN Fq RECESSED 2X2 DOWN LIGHT J Q SPEAKER DliocOl I Q "RETAIL NEXT" DATA SENSOR v LINEAR DOWN LIGHT (SUSPENDED AT 12'-0" A.F.F. WHERE NO CEILING EXISTS) ACCESS PANEL © SECURITY CAMERA - CEILING/SURFACE MOUNTED �. MINI RECESSED ADJUSTABLE WALL WASHER (ARROW POINTS IN Q SECURITY CAMERA - WALL MOUNTED P DIRECTION OF LIGHT) - Qp CEILING MOUNTED DUPLEX RECEPTACLES MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE h11634 REGISTERED ARCHITEC T DREW R. MAGNU STATE OF W ASHIN ON STORE #: 047 PROJECT: MORPHE WESTFIELD SQUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM /JBQ/ DRM ISSUES AND REVISIONS: 100% CHECKS ET 05.16.2019 U./�PERMIT/ BID 05.23.2019 LL TENANT REVISION 08.08.2019 ISSUE FOR CONSTRUCTION 08.08.2019 Q TENANT/CLARIFICATION REVISION 09.05.2019 //L� /A SITE REVISION 09.25.2019 R F1lVFI') F6 CODE COMPLIANCE BUILDING DIVISION) FIF=GEIVEE) CITY OF TUKWILA SEP 2 7 2019 PER1141T CENTER SHEET TITLE: REFLECTED CEILING PLAN REVISION NO. T 4 is 1 P. 1 TYP. 1 P. 1 TYP. A600 � B.O. A.C.T. CEILING �7 ++11'-5" A.F.F. i5 10 1S 16 5 5" 3"\\ — — // e / .FINISH FLOOR \\ - --- 0'-0" 4 7 7 7 9 24 17 4 3 Np. 3 7 7 7 7 7 3 n,p. 7 7 7 ? 7 7 7 7 3 P, TYP. O G 1 STOCKROOM ELEVATIONS A410 1J4"=1'-0" i TYP. 5 i P. 1 TYP. 5 1 TYP. 8.0. A.C.T. CEILING _ A.F.F. i ® Q I i I i \\♦ i/ \\\ .� I FINISH FLOOR 0O0 7 7 3 LYp 4 13 3 p 13 4 23 7 16 21 4 4 3 n p 6 4 8 7 3 T,p z HALLWAY ELEVATIONS A410 1/4"=1'-0" TYP. 19-\ 11212p7 1 p10 P. 6"B.OA.C.T. 4,2 T12 CEILING tD +9'-0" A.F.F. o _ '; er N N 6" - V 4" DADA CAB 14 1'_6" i iry � 7 \ 20 CAB IA 22 I" 2'-0" 2'-0" N '-2 T.O. FINISH FLOOR O � N 0'-0" IT'P. 7 1pu 7 14 11 7 14 (DTP. I IT'P. 4 7 0 0 0 0 3 MANAGER'S OFFICE ELEVATIONS �1 WALL TO BE PREPPED TO A LEVEL 3 FINISH AND PAINTED AS 15 WATER HEATER LOCATION. REFER TO PLUMBING SCHEDULED ON SHEET A210 TO UNDERSIDE OF GYP. BD. DRAWINGS. CEILINGS, 6" ABOVE A.C.T. CEILINGS, OR TO 12'-0" A.F.F. IN AREAS WITHOUT CEILINGS. 16 INSTALL F.R.P. AS DIMENSIONED. SEE SHEET A210 FOR ADDITIONAL INFORMATION. O2 NOT USED. / 17 SWITCH PLATE, SEE ELECTRICAL DRAWINGS. J WALL BASE AS SCHEDULED ON SHEET A210. 2" CONDUIT SLEEVES REFER TO ELECTRICAL DRAWINGS O18 DOOR AND FRAME AS SCHEDULED. REFER TO SHEETS A200 (2) - AND A610 FOR ADDITIONAL INFORMATION. 19 QUAD OUTLET - REFER TO ELECTRICAL DRAWINGS. O WALL MOUNTED EXIT SIGN. REFER TO SHEET A300AND 20 CABINET BACKER BOARD. PAINTTOMATCH WALL FINISH. ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 21 HI-LO DRINKING FOUNTAIN. SEE DETAIL 14/A700 AND {J6 TOILET ROOM SIGNAGE. REFER TO SHEETA020 FOR PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 22 TELEPHONE BOARD. PAINTTO MATCH WALL FINISH. REFER 7�BACK OF HOUSE FIXTURES. REFER TO SHEETA220 FOR TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 23 SECURITY ALARM KEYPAD �8 FIRE EXTINGUISHER. REFER TO SHEETA200 FOR ADDITIONAL INFORMATION. 24 THERMOSTAT -SEE MECHANICAL FOR ADDITIONAL O MOP SINK. REFER TO DETAIL 13/A700 FOR ADDITIONAL INFORMATION INFORMATION, 10 DOOR BUZZER MOUNTED ABOVE DOOR. REFER TO ELECTRICAL SHEETS. 11 24" DEEP WORK SURFACE ON 22" BRACKETS. 12 12" DEEP SHELF ON 12" BRACKETS, O LOCATION OF ELECTRICAL EQUIPMENT. EXTENTS SHOWN'� DASHED. REFER TO SHEETA200 AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 14 LOCATION OF ELECTRICAL AND DATA RECEPTACLES AT MANAGER'S DESK. REFER TO ELECTRICAL SHEETS., iEVISION NO, - a NOT USED blqo oil$ aaio TOILET ROOM ACCESSORIES SCHEDULE DESCRIPTION MANUF. GROUP/MODEL FINISH MOUNTING GRAB BARS BOBRICK (1) B-5806x36, (1) B-5806x53,(1)B-5806x18 STAINLESS STEELSATIN SURFACE MOUNTED MIRROR BOBRICK B-290-1836 STAINLESS STEELSATIN SURFACE MOUNTED PAPER TOWEL HOLDER BOBRICK B-253 ALUMINUM SATIN SURFACE MOUNTED TOILET PAPER HOLDER BOBRICK B-6857 STAINLESS STEELSATIN SURFACE MOUNTED TOILET SEAT COVER DISPENSER BOBRICK B-221 STAINLESS STEELSATIN SURFACE MOUNTED TOILET ROOM KEYNOTES O1 MOISTURE RESISTANT GYP. BD. AT ALL TOILET ROOM INTERIOR WALLS. O2 ACCESSIBLE GRAB BARS, SEE TOILET ROOM ACCESSORIES SCHEDULE, ACCESSIBILITY DETAILS ON SHEET A020, AND DETAIL 12/A700 FOR BLOCKING IN WALLS. O ACCESSIBLE LAVATORY. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. �4 PROVIDE PIPE WRAP INSULATION BELOW LAVATORY. INSULATE P-TRAP AND ANGLE VALVES WITH FULLY MOLDED INSULATION KIT PER ADAAG REQUIREMENTS. O WATER CLOSET WITH FLUSH HANDLE ON OPEN SIDE, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. O SURFACE MOUNTED MIRROR, SEE TOILET ROOM ACCESSORIES SCHEDULE. �7 SURFACE MOUNTED PAPER TOWEL HOLDER. SEE TOILET ROOM ACCESSORIES SCHEDULE, �8 SURFACE MOUNTED SEAT COVER DISPENSER. SEE TOILET ROOM ACCESSORIES SCHEDULE, �9 SURFACE MOUNTED TOILET PAPER HOLDER. SEE TOILET ROOM ACCESSORIES SCHEDULE. SO SURFACE MOUNTED SHELVING, SEE A220 AND RESPONSIBILITY SCHEDULE. FINISH JOINT W/ CLEAR SEALANT — PLASTIC 1-MOLD TO MATCH WAINSCOT 0T,O, FRP 4' O" A.F.F. — — — FRP WAINSCOT GYP. BD. OVER METAL STUD VINYL BASE — V.C.T. FLOORING WATER PROOF — MEMBRANE PER LANDLORD REQUIREMENTS (BELOW FLOOR FINISH AND UP TO 6" ON WALL) (E) CONCRETE SLAB — Q a 4 a o 11 TOILET ROOM WAINSCOT DETAIL A700 6"=1'-0" 1`67'\ NOT USED 7\ NOT USED I SEE SHEET A020 FOR IMOUNTING HEIGHTS I (AND OBSTRUCTION I (LIMITATIONS, — — J SOLID IN -WALL BLOCKING SECURED TO STUDS FRP. WAINSCOT0/ 5/8" WATER RESISTANT GYP. BD. 12 GRAB BAR DETAIL A700 6"=1'-0" 17 NOT USED A700 --------------------------------------- NOTE: REFER TO SHEET A020 FOR FIXTURE AND ACCESSORY i INSTALLATION LOCATIONS UNLESS OTHERWISE NOTED. i L'---------------------------------------- �, 8.0. GYP. BD. CEILING +8'-6" A.F.F. _ 10 1 P-2 TYP. o / 10 6 RP-1 7 -----►-�0 2 2 TYP. _ 9 E�YTYP. 9 T.O. FINISH FLOOR 0'-0" A700 3 TOILET ROOM ELEVATIONS QV 1/2"=1'-0" 8\ NOT USED INSTALL F.R.P. LER -- FROM FINISHED FLOOR TO EXTENT INDICATED ON DETAIL 15/A600; PROVIDE 4'-0" x 10'-0" SHEETS, CUT TO FIT AS REQUIRED TO ENSURE NO HORIZONTAL SEAMS; ALL MOLDINGS TO MATCH F.R.P. COLOR - REFER TO SHEET A210 FOR ADDITIONAL INFORMATION SINK 'L. 02!�A`-- B ELEVATION 13 MOP SINK DETAIL A700 1J2"=1'-0" END CAPS AT (3) ,L MOLDINGS TO .R.P. COLOR EXTEND FRP 6" BEYOND DRINKING FOUNTAIN, AS SHOWN. � ELEVATION i p i D i i SEE SHEET A020 FOR !' REQUIRED DIMENSIONS AT i 1 1 NOTE: REFER TO SHEET I DRINKING FOUNTAINS i 30"x48" i i A020 FOR MOUNTING -------- HEIGHT AND OTHER B ACCESSIBILITY A700 iREQUIREMENTS &E!AN 14 DRINKING FOUNTAIN DETAIL A700 3/8'=1'-O" 19 NOT USED A700 r15\ NOT USED MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA S4103 i A R C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com I CONSULTANTS: SEAL/SIGNATURE p.� 11634 1 / REGISTERED ARCHITEC 7 DREW R, MAG SON STATE OF W ASH( TON STOREM 047 PROJECT: ORPHE WESTFIELD SOLITHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM /JBQ/ DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/PERMIT /BID 05.23.2019 ISSUE FOR CONSTRUCTION 08,08.2019 SITE REVISION 09.25.2019 RECEIVFD CITY OF TUKWILA SEP 2 7 203 aE:RMIT CENTER SHEET TITLE: TOILET ROOM PLAN, ELEVATION, AND DETAILS ED STUD =f:TK1R1 TRACK WHERE OCCURS 7 (E) SLAB ON (E) BEAM @ 11 UNISTRUT P2j CLAMPSINST PAIRS UNISTRUT P1( @ HANGER U (4'-0" OC) HANGER WIRE CEILING DETP OV .�CK Arrer;H WALL STUD TO POST TI X-U PAF @ 12" OC (E) CONC SLAB OP' ?SCREWS METAL DECK PLAN VIEW 5" 5" 1 1/2" TYP ORIENT BASE PL TO FIT WITHIN ARCH FINISH O O io O a O c"I 3 SIDES PL 5/8x8x10" W/ 4-1/2" DIA 1/4 PB - A HILTI HDI+ DROP -IN ANCHORS m TYP 3/16 3 4- N08 SCREWS TO NE STUD- REF 05/S-301 1/4 CAP PL ATTACH HORIZ STUD TO POST W/ 2-NO 12 SCREWS TO TOP OF BEAM W/ 1-NO 12 SCREW PL 3/8x6xl'-2" EA SIDE L3x3xll4x0'-3" (E) CONC SLAB ON DECK VERTITRACK VT OR EQUIVALENT. VERTICLIP SLD W/ 3" SLOTS W/ 2 - NO 8 SCREWS TO STUD TOP CONNX TO EA NESTED STUD AS DETAILED - CONNECT TO STUD W/ 4 - NO 8 SCREWS 362S162-33 @ 16 362S162-33 @ 32 ATTACH HORI2 HSSW/2-#12� SHEATH VERT 518" GYP BD TC STUD AS INDIC PROVIDE 3- # 8 @ EA STUD TO CONNX-TYP 362S16254 IN FLUTES OF DECK BEND FLANGES AS READ SPACE @ 24" OC 01 362S162-54 x 0'-6" ATTACH TO NESTED STUD W/ 4- NO 10 SCREWS - FIT TIGHT TO BEAM TOP FLANGE PRn\/ini= r)FFP I Fr; TRA(..K SECTION AT STOREFRONT :AM _KHEAD D_ 32" OC )S TO MISS (IONS COORD &A � 4� y p�tq Plrlyjll'iiP I MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 fim "els A R C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 661.690.5525 www.flnn-daniels.com CONSULTANTS: DAVID M. GOODSON, P.E. PROFESSIONAL ENGINEER RLG 1915.655 WA Serial No.35460 12001 N. CENTRAL EXPRESSWAY, SUITE 300 DAU.A% TEXAS 75243 214.739.8100 FAX 214.739.6354 SEAL/SIGNATURE . coop yto oV wayyZ' qP ti c A ' r STORE #: 047 PROJECT: ®RPHE WESTFIELD SOUTHCENTER SPACE#1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: CHECKED BY: ISSUES AND REVISIONS: 100%CHECKSET 05.16.2019 LL/PERMIT/ BID 05.23.2019 ISSUE FOR CONSTRUCTION 08.08.2019 TENANT CLARIFICATION 09.05,2019 REVIEVVFI l F()R CODE COMPLIANCEAPPROVED BUILDING DIVISION ARGEIYEB CITY OF TUKWILA SEP 2 7 2019. PERMIT CENTFP SHEET TITLE: SECTIONS & DETAILS REVISION NO1- S-301 GENERAL NOTES 1. THE COMPLETE CONSTRUCTION DOCUMENT SET 15 INCLUSIVE OF THE DRAWING SHEETS LISTED IN THE DRAWING INDEX, THE TENANT INVITATION TO BID PACKAGE, AND ALL MALL CONSTRUCTION REQUIREMENTS. 2. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN (CONFIRM THESE FIELD CONDITIONS PRIOR TO SUBMITTING BID PROPOSAL). ANY CONFLICTS OR OMISSIONS, ETC., SHALL BE IMMEDIATELY REPORTED TO THE TENANT PROJECT MANAGER & ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OF ANY WORK IN QUESTION. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR PAYING FOR AND PROCURING BUILDING PERMITS (INCLUDING SUBCONTRACTORS, HVAC, ELECTRICAL, PLUMBING, ETC.). 4. SUBMITA SPECIFIC CONSTRUCTION SCHEDULE AND A SCHEDULE OF REQUIRED SUBMITTALS TO THE PROJECT MANAGER WITHIN SEVEN DAYS AFTER THE AWARD OF THE CONTRACT. 5. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACTOR NOT IN CONTRACT, CONTRACTOR SHALL BE RESPONSIBLE FOR LOSS AND/OR DAMAGE TO THESE ITEMS. 6. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALLAPPLICABLE CODES AND ORDINANCES. 7. DURING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ADIACENTAND NEIGHBORING TENANTS. 8.'TYP,'SHOULD MEAN THATTHE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT. UNLESS OTHERWISE NOTED, DETAILS ARE USUALLY KEYED AND NOTED 'TYP.' ONLY ONCE WHEN THEY FIRST OCCUR. 9. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR SHALL ALERT THE TENANT PROJECT MANAGER AND THE ARCHITECT OF ANY GROSS INCONSISTENCIES BETWEEN SCALED DIMENSIONS AND WRITTEN DIMENSIONS. 10. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT DIMENSIONS AND NUMBER OF ITEMS PROVIDED. UPON DISCOVERY OF DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND ENGINEERING DRAWINGS, THE GENERAL CONTRACTOR SHALL NOTIFY THE TENANT PROJECT MANAGER IMMEDIATELY. 11. HORIZONTAL DIMENSIONS ARE SHOWN FROM THE FINISHED FACE OF CONSTRUCTION, UNLESS OTHERWISE NOTED. 12. VERTICAL DIMENSIONS ARE FROM THE TOP OF FLOOR FINISH, ESTABLISHED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE TENANT OR ARCHITECT, UNLESS OTHERWISE NOTED. 13. DIMENSIONS ARE NOTADJUSTABLE WITHOUTTHE APPROVAL OF THETENANT PROJECT MANAGER OR THE ARCHITECT UNLESS NOTED +/-. 14. DO NOT SUBSTITUTE,REVISE, OR CHANGE THE WORK WITHOUT THE WRITTEN CONSENT OF THE TENANT PROJECT MANAGER. 15. COORDINATE ALL WORK AS REQUIRED WITH THE LANDLORD'S REPRESENTATIVE INCLUDING COMPLIANCE WITH "MALL WORKING RULES", LOCAL NOISE ORDINANCES, THE USE OF ELEVATORS, TEMPORARY STORAGE, LOADING DOCKS, BUILDING KEYING SYSTEMS, ETC. PROVIDE NECESSARY BARRICADES, LIGHTING, SIGNAGE, AND GUARDRAILS AS REQUIRED BY OWNER AND/OR APPLICABLE REGULATORY ADVISORY FOR THE PROTECTION OF BUILDING OCCUPANTS, WORKERS AND PEDESTRIANS. 1& GENERAL CONTRACTOR SHALL, IN THE WORK OF ALL TRADES, PERFORM ANYAND ALL CUTTING, PATCHING, RESTORING, REPAIRING ANDTHE LIKE NECESSARYTO COMPLETE THE WORKAND RESTORE ANY DAMAGED SURFACES RESULTING FROM THE WORK TO THEIR ORIGINAL CONDITION. ALL ROOF PATCHING SHALL RETURN AREA TO "LIKE NEW" CONDITION. PRIOR TO BIDDING, G.C. TO VERIFY ANY ROOF WARRANTIES WITH LANDLORD AND INCLUDE IN CONTRACT. 17. IN THE EVENT HAZARDOUS MATERIALS ARE ENCOUNTERED ON THE PREMISES DURING THE EXECUTION OF THE WORK, NOTIFY THE TENANT AND LANDLORD IMMEDIATELY BEFORE PROCEEDING WITH THE WORK. 18. ACTOR TOP PORTABLE FIRE HER WITH A RATING OF NOT LESS THAN 2-A O CONTRACTOR PROVIDE EXTINGUISHER R 2-A/10BC WITHIN 75' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING DURING CONSTRUCTION. 19. PATCH AND REPAIR ALL FIREPROOFING DAMAGED OR REMOVED DURING THE PERFORMANCE OF THE WORK. 20, EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE COMPLETION OF HIS WORK ON A DAILY BASIS. ALL WASTE, RUBBISH AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL TRASH, INCLUDING OWNER -FURNISHED ITEMS AND TRASH GENERATED BY OWNER'S CONTRACTORS FOR THE DURATION OF THE PROJECT. 21. G.C. TO PROVIDE DRAWINGS AND INSTALL AN AS -BUILT DWG. TUBE. PROVIDE PERMANENT LABEL ON TUBE AND NOTE ON DWG: "DRAWINGS, DO NOT DISCARD OR REMOVE" G.C. TO PROVIDE ARCHITECT W/ COPY OF MARK UP CONSTRUCTION SET FOR ARCHIVING PURPOSES. 22. ALL DELIVERIES ARE TO THE LOADING DOCK OR EQUIVALENT, ANY COSTS ASSOCIATED WITH THE UNLOADING OF DELIVERIES ARE THE RESPONSIBILITY OF THE G.C. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION CODE SYNOPSIS APPLICABLE CODES EDITION BUILDING CODE: WASHINGTON STATE BUILDING CODE 2015 MECHANICALCODE: INTERNATIONAL MECHANICAL CODE 2015 PLUMBING CODE: UNIFORM PLUMBING CODE 2015 ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2017 FIRE CODE: INTERNATIONAL FIRE CODE 2015 ENERGY CODE: WASHINGTON STATE ENERGY CODE 2015 ACCESSIBILITY CODE: ICC / ANSI A117.1 2009 OCCUPANCY USE GROUP: M BUILDING CONSTRUCTION TYPE: II-B SPRINKLER SYSTEM: YES TOTAL OCCUPANT LOAD: 65 QUANTITY OF EXITS REQUIRED: 2 SEISMIC ZONE: B2 SEPARATE PERMITS: 1. SIGNAGE IS NOT WITHIN THE SCOPE OF THIS PERMIT & SHALL BE A DEFERRED SUBMITTAL UNDER SEPARATE PERMIT. SIGNAGE VENDOR SHALLSUBMIT DRAWINGS TO LOCAL JURISDICTION FOR REVIEW AND APPROVAL IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES PRIOR TO INSTALLATION. 2. FIRE SPRINKLER SYSTEM AND/OR FIRE ALARM SYSTEM ARE NOT WITHIN THE SCOPE OF THIS PERMIT & SHALL BE A DEFERRED SUBMITTAL UNDER SEPARATE PERMIT. SUBCONTRACTOR(S) RESPONSIBLE FOR SAID WORK SHALL SUBMIT DRAWINGS & CALCULATIONS TO LOCAL JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. REFER TO SHEET A030 FOR ADDITIONAL INFORMATION ABBREVIATIONS A F M S A.F.F. ABOVE FINISHED FLOOR FC. BRK. FACE BRICK MFR. MANUFACTURER S.N.D. SANITARY NAPKIN DISPOSAL A.F.G. ABOVE FINISHED GRADE F.O.F. FACE OF FINISH MFR. REC. MANUFACTURER RECOMMENDED SCHED. SCHEDULE ACC, ACCESSIBLE F.O.M. FACE OF MASONRY M.O. MASONRY OPENING SECT. SECTION A.C.T. ACOUSTICAL CEILING TILE F.O.S. FACE OF STUDS MATT. MATERIAL SEP. SEPARATE ADDM. ADDENDUM F.R.P. FIBER REINFORCEDED PLASTIC PANEL MAX. MAXIMUM SHTHG. SHEATHING ADDT. ADDITIONAL FIN. FINISH MECH, MECHANICAL SHT. SHEET ADJ. ADJACENT F.F.E. FINISHED FLOOR ELEVATION M.D.O. MEDIUM DENSITY OVERLAY S.V. SHEET VINYL ALT. ALTERNATE F.O. FINISHED OPENING M.D.F. MEDIUM DENSITY FIBERBOARD SIN. SIMILAR ALUM. ALUMINUMF.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 A.D.A. AMERICANS WITH DISABILITIES ACT F.E.C. FIRE EXTINGUISHER CABINET MIN. MINIMUM S.S. SOLIDSURFACE ANOD. ANODIZED F.H.C. FIRE HOSE CABINET MI. MIRROR SND. SOUND APPROX. APPROXIMATE F.R.T. FIRE RESISTANT TREATED MISC MISCELLANEOUS S.T.C. SOUND TRANSMISSION COEFFICIENT ARCH. ARCHITECT FIXT. FIXTURE MTD. MOUNTED SPEC. SPECIFICATION FLASH. FLASHING SPRKLR. SPRINKLER B FUR. FLOOR N SQ. SQUARE BSMT. BASEMENT F.D. FLOOR DRAIN — N.P. NEUTRAL PIER S.F. SQUARE FOOT BM. BEAM FS FLOOR SINK NEW S.STL. STAINLESS STEEL BAG. BEARING FLG. FLOORING NON. NO NOMINAL STD. STANDARD BTWN.ITUM BETWEEN FLUOR. FT. FLUORESCENT FOOT FE ET N/A NOT APPLICABLE STL. STOR. STEEL STORAGE BITUM BITUMINOUS FTG. FOOTING IN CONTRACT STRUCT. STRUCTURAL BLKN.I.C.NOT BLOCKING FDTN. FOUNDATION N.T.S. NOT TO SCALE SUSP. SUSPENDED ED. BOARD FR. FRAME NO. NUMBER SYM. SYMBOL B.O. BLDG. BOTTOM OF BUILDING FURR. FURRING O T C G _ O.C. ON CENTER TEL. TELEPHONE GALV GALVANIZED OPNG. OPENING TEMP. TEMPERED CAB. CABINET . GA. GAUGE OPP. OPPOSITE THK. THICK CPT. CARPET G.C. GENERAL CONTRACTOR O.A. OUTSIDE DIAMETER/DIMENSION THRU THROUGH CLG. CEILING GL. GLASS O.F.S. OUTSIDE FACE OF STUDS T.B.D. TO BE DETERMINED CTR. CENTER GLZ. GLAZING O.A. OVERALL T.P.D. TOILET PAPER DISPENSER C/C CENTER TO CENTER G.B. GRAB BAR O.R.D. OVERFLOW ROOF DRAIN T.P. TOILET PARTITION CL CENTERUNE GYP. BD. GYPSUM BOARD OH. OVERHEAD T&G TONGUE &GROOVE C.T. CERAMIC TILE T.O. TOP OF CLASS. CLASSIFICATION H P T.O.B. TOP OF BEAM C.O. CLEAN OUT PT. PAINT T.O.C. TOP OF CONCRETE C CLEAR H HANDICAP PR. PAIR T.O.F. TOP OF FLOOR/FOOTING COLOL C COLUMN CONCRETE HOW. DW. HVAC HARDWARE HEATING, VENTILATION AND AIR P.T.D. PAPER TOWEL DISPENSER T.O.FDN. TOP OF FOUNDATION C.M.U..0 CONCRETE MASONRY UNIT CONDITIONING PAR. PARALLEL T.O.J. TOP OF JOISTPRPT. CONSTR. CONSTRUCTION H./HT. HEIGHT/HIGH PARAPET T.O.M. TOP OF MASONRY C.M. CONSTRUCTION MANAGER H.Q.F. HIGH DENSITY FIBERBOARD PRKG. PARKING T.O.P. T.O.S. TOP OF PARAPET TOP OF SLAB/STEEL CONT. CONTINUOUS H.C. HOLLOW CORE PART. PART. BD. PARTIAL PARTICLE BOARD T.O.T. TOP OF TRUSS C.1. CONTRQLJOINT H.M. HOLLOW METAL P PARTITION T.O.W. TOP WALL COORD. COORDINATE HORIZ. HORIZONTAL PLAM. PLASTIC LAMINATE T. TREAD CFLG. COUNTERFLASHING HR. HOUR .LA PL PLATE 7RTD. TREATED D ' PLEX. PLEXIGLASS T.D. TRENCH DRAIN _ PLYWD. PLYWOOD TYP• TYPICAL DMSG. DEMISING INC. INCANDESCENT PVC POLYVINYL CHLORIDE DEMO. DEMOLITION IN. INCH P.S.F. POUNDS PER SQUARE FOOT U D. DEPTH/DEEP INCL. INCLUDE(D) (ING) P.S.I. POUNDS PER SQUARE INCH U.N.O. UNLESS NOTED OTHERWISE DTL. DETAIL I.D. INSIDE DIAMETER/DIMENSION P/C PRECAST URN. URINAL DIA. DIAMETER INSUL. INSULATION PREFIN. PREFINISHED DIM. DIMENSION INT. INTERIOR PRELIM. PRELIMINARY V DIR. DIRECTION ISO. ISOCYANURATE P.T. PRESSURE TREATED DW DISHWASHER P.M. PROJECT MANAGER VAN. VANITY DR. DOOR V.B. VAPOR BARRIER/VINYL BASE DBL.. DOUBLE - Q VAR. VARIES ON. DOWN JST. JOIST VFY. VERIFY D.S. DOWNSPOUT JT. JOINT QT. QUARRYTILE V.I.F. VERIFY IN FIELD DWG. DRAWING R VERT. VERTICAL D.F. DRINKING FOUNTAIN L V.C.T. VINYL COMPOSITION TILE JAM. LAMINATE R. RADIUS/RISER V.C. VOLUME CONTROL E LDG. LANDING R.W.L. RAIN WATER LEADER EA. EACH LL LANDLORD RECP. RECEPTACLE W ESMT. EASEMENT LAV. LAVATORY REC. RECESSED W.C. WATER CLOSET/ WALL COVERING ELEC. ELECTRIC(AL) L.L. LEASE LINE REF. REFERENCE/REFRIGERATOR WT. WEIGHT EL. ELEVATION L. LENGTH/LONG R.C.P. REFLECTED CEILING PLAN W.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 EQ EQUAL REQ'D. REQUIRED WDW. WINDOW EQUIP. EQUIPMENT RESIL. RESILIENT Wj WITH EPDM ETHYLENE/PROPYLENE/DIENE/ REV. REVISION/REVERSE W/O WITHOUT MONOMER ROOF MEMBRANE R.O.W. RIGHTOF WAY WD. WOOD (E)/EXIST. EXISTING R.D. ROOF DRAIN E.J. EXPANSION JOINT RTU ROOFTOP UNIT EXT. EXTERIOR RM. ROOM E.LRS. EXTERIOR INSULATION AND FINISH R.O. ROUGH OPENING SYSTEM St"UARE FOOT BREAKDOWN AREA OCCUPANT OCCUPANT BREAKDOWN: (SQ. FT.) LOAD FACTOR LOAD 1. SALES AREA: 2,486 60 42 (INCLUDING SALES AREA AND ENTRY) 2. STUDIO: 293 15 20 3. BACK OF HOUSE: 737 300 3 (INCLUDING TOILET ROOM, HALLWAY, STOCKROOM, AND MANAGER'S OFFICE 12.7 % GROSS (STOCKROOM ONLY) 4. GROSS AREA: 31516 65 (1+2+3) REFER TO SHEET A030 FOR ADDITIONAL INFORMATION VICINITY AP 96� . Tukvala P.A �r %S s�'^'rnreaia ,o Bel nmal3m¢iel FLY Butlalo l; Id Wv qs 'T , - mgs ;pP N,pPark + Lowe's Home Plmprovement r�o Tuicwla An � S t oil City '" Supermarket ACME Bowi Q-' +i.. LUSH 4? Vthcenter c.x"o or - el—lshappi .a F Ep1.Thc FaLL,,y 'AEI I TJ: ,¢cake ' Tar et4 Se9ale Cemer% �[N 5RuthEcemeigp nnw avu Parkvay Square Shopping CenterP w q. 9 Q acy'stoglst cs Y rY NC M.h- 9 ! ndop—lons S SOUTHCENTER a Kohl's Tukwila0 _, - WESTFIELD SOUTHCENTER TUKWILA, WA98188 p� PROJECT TEAM LANDLORD: UNIBAIL-RODAMCO-WESTFIELD I OWNER/ MORPHE, LLC 4905 OLD ORCHARD CENTER SUITE 060 I TENANT: 22 4TH STREET, 4TH FLOOR SKOKIE, IL 60077 SAN FRANCISCO, CA TEL: 847.779.4832 TEL: 415.579.3437 FAX: N/A FAX: N/A CONTACT: EMILYYEE CONTACT: SAMANTHASHIELDS EMAIL: emily.yee@urw.com !I EMAIL: samantha.shields@morphe.cory ARCHITECT: FINN DANIELS ARCHITECTS MEP GAUSMAN & MOORE 2145 FORD PARKWAY, SUITE 301 ENGINEER: 700 ROSEDALE TOWER SAINT PAUL, MN 55116 1700 HIGHWAY 36 WEST TEL: 651.888.6891 SAINT PAUL, MN 55113 FAX: 651.888.6891 TEL: 651.604.3166 CONTACT: ASHLEY MONTAGUE FAX: N/A EMAIL: ashley@finn-daniets.com CONTACT: MATTHEW TISDELL EMAIL: mtisdell@gausman.com STRUCTURAL:RLG CONSULTING ENGINEERS 12001 N. CENTRAL EXPRESSWAY, SUITE DALLAS, TX 75243 TEL: 214.382.5715 FAX: N/A CONTACT: DAVID BARRETT EMAIL: dbarrett@rlginc.com TENANT'S REQUIRED VENDOR LIST VENDOR CATEGORY COMPANY ADDRESS CONTACT PHONE EMAIL BARRICADE VENDOR BOSTON BARRICADE COMPANY 115119TH STREET VERO BEACH, FL32960 CARLA R. DIBENEDETTO 772.257.7156 cdibenedetto@bostonbarricade.com LIGHT BOX VENDOR DSA PHOTOTECH j j 16961 CENTRAL AVENUE ! CARSON, CA 9074 6 MICHAEL MORELLI 727.266.7180 mmorelli@dsaphototech.com LIGHTING VEND ORandre.lucero CAPITOL LIGHT415 148 PERALTA AVENUE,UNIT B SAN FRANCISCO CA 94110 I I RNDRE LUCEftO 314 6201 j ca itolh ht com @ P g 8727 148TH AVE. NE JEFF ROMAN 425.629.2760 jroman@playnetwork.com MEDIA VENDOR PLAY NETWORK j REDMOND, WA 98052 SUTE MOSER 425.629.2748 smoser@playnetwork.com MILLWORK/FIXTURE VENDOR i DCI-ARTFORM ; _ 2727 W GOOD HOPE ROAD, CORBY CARRICO 306.920AS14 carrico@dciartform.com ! MILWAUKEE, W153209 HEATHER STAUBER 651.260.5960 stauber@dciartform.com H LVING VENDOR MOBILES E DOR � PIPP MOBILE STORAGE SYSTEMS 2966 WILSON DRIVE NW 10NNIE PORTER 800.234.7477 X4091 'otter ; mobile.com Jp @P PP INC. WALKER, MI 49534 I i RETAIL DATA VENDOR A RETAIL NEXT, INC. 60 SOUTH MARKET STREET, 10TH FLOOR I REZA MOLLAGHAFFARI 503.442.5357 reza.moliaghaffari@retailnext.net I I SAN DOSE, CA 95113 TIFFANY TRAN 408.759.9779 3 tiffany.tran@retailnext.com SECURITY VENDOR ADT/ PROTECTION 1 SECURITY 4221 WEST JOHN CARPENTER FREEWAY KRIS " : C IRTISS 831.655.1425 kcurt Ss'@a txc'- SOLUTIONS IRVING, TX 75063---ft-ann-ahWok9^azeconn SIGN VENDOR SIGNTECH ELECTRICAL ADVERTISING, 4444 FEDERAL BOULEVARD ! { IESSICA WELLS 619.527.6100 x137 Dwells@signtech.com INC. SANDIEGO CA92102 I PO BOX 498 - 292 BURNHAM INTERVALE RD.STOCKROOM SHELVINGVENDOR EXACALIBUR WOOD PRODUCTS CONTOOCOOK, NH 03229 DAVID PRIMEAU 56132$.$$63 d.primeau@comcast.net comcast.net VOLTAGE VENDOR GRANITE COMMUNICATIONS 100 NEWPORT AVENUE EXT. JEFF SHIELDS 617.837.5255 enet.com jeshields@granit Jeshields QUINCY MA 02171 { T X GRAPHICS VENDOR LIGHT BOX 0 i MATR X FRAME USA 10405-F GRANITE ST. CHARLOTTE NC 28273 BRITTANY POSTO N 704 393.2881.. brittany@matrixframe-usa.com Y@ SYMBOLS DETAIL TITLE ELEVATION MARK KEYNOTE ID PARTITION TYPE X TITLE -XLOCATION EL =XXX'" O I=III, AXXX SCALE PARTITION STUD SIZE GRID ID DOOR ID TYPE EXIST. CONDITIONS SOIL/EARTH FINISHED WOOD ELEVATION X xx � El X DETAIL NUMBER ax SHEET NUMBER REVISION ID EQUIPMENT ID C.M.U. (EL.) LUMBER SUBSTRATE XX SECTION 14 X DETAIL NUMBER ROOM ID FURNITURE ID AXXX SHEET NUMBER WOOD PANELING STEEL CONCRETE XXXX ROOM NAME XX DETAIL SQ. FT.: XXXX ROOM SQ. FT. xxxx xxxx XXXX FLOOR FINISH XXXX XXXX XXXX BASE FINISH X DETAIL NUMBER XXXX XXXX XXXX XXXX XXXX WALL FINISH XXXX CEILING FINISH FINISH ID AXXX SHEET NUMBER F xx BATT INSULATION MALL KEY PLAN F-------------------- IF -------------------- I I DISTANCE TO LANDLORD'S 11 DISTANCE TO LANDLORD'S I ELECTRICAL DISTRIBUTION i i TELECOMM. DISTRIBUTION j AREA: ±125 LF FROM SPACE j j AREA: ±150 LF FROM SPACE (VERIFY IN FIELD PRIOR TO i (VERIFY INFIELD PRIOR TO i BID) a BID) i L-------------------- JL-------------------- J NORDSTROM mOCO ❑o a TT ,q.� o a Oa�Nt y1AA? mil gig �g LOCATION OF LANDLORD'S MORPHE ELECTRICAL ROOM (125 FT) SPACE If 1530 PHONE ROOM (150 FT) -- - LEVEL 1 OF 3 DRAWING INDEX ARCHITECTURAL 1 2 3 REVISION I0 A000 . PROJECT INFORMATION 400, A010 RESPONSIBILITY SCHEDULE A020 ACCESSIBILITY DETAILS t A030 EGRESS PLAN ! A100 DEMOLITION PLAN j A200 FLOOR PLAN �} A210 FINISH PLAN - I --- A220 ---- FIXTURE PLAN A230 FIXTURE OUTLET LOCATION PLAN- A300 REFLECTED CEILING PLAN A400 SALES AREA INTERIOR ELEVATIONS ! ! . - A410 BACK OF HOUSE INTERIOR ELEVATIONS ! A50 0 STOREFRONT ELEVATION PLAN AND ON t A510 STOREFRONT SECTIONS A520 STOREFRONT DETAILS A530 SIGNAGE AND BARRICADE DETAILS 1 A600 PARTITION AND CEILING DETAILS A610 A620 DOOR SCHEDULES AND DETAILS FIXTURE DETAILS ® j floo A630 SEISMIC CEILING DETAILS --- y I ! A700 TOILET ROOM PLAN ELEVATION, AND DETAILS A800 SPECIFICATIONS A801 SPECIFICATIONS I STRUCTURAL S-001 GENERAL NOTES S-002 SPECIAL INSPECTIONS j ! i I L S -201 UPPER LEVEL PLAN I I S-301 SECTIONS & DETAILS MECH. / ELEC./ PLMB. MP000 MECHANICAL AND PLUMBING SPECIFICATIONS MP001 AND PLUMB. RESPONSIBILITY MECH. A ONS LITY SCHED &MECH. SYMBOLS M100 -- HVAC PLAN d M200 ---- ----- --- MECHANICAL SCHEDULES & DETAILS M300 MECHANICAL COMCHECK FORMS M301 HVAC LOAD CALCULATIONS P100 PLUMBING PLANS - _..._ _ PL__ _ P200 PLUMBING SCHEDULES AND DETAILS '. E000 ELECTRICAL SPECIFICATIONS E001 ELECTRICAL RESPONSIBILITY SCHEDULE & SYMBOLS E100 POWER PLAN E20G LIGHTING PLAN E300 LIGHT FIXTURE SCHEDULE & LIGHTING CONTROL DIAGRAM E400 ELECTRICAL SCHEDULES E401 ELECTRICAL POWER RISER DIAGRAM E500 LIGHTING ENERGY FORMS E501 LIGHTING ENERGY FORMS Peri No. -44u v -Plan re6teVE vai S subjec tconstrucho iation Of any MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 fim &m' el s A R C H 1 T E CIF S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690,5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE PROJECT: MORPHE WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM /JBQ/ DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL / PERMIT / BID 05.23.2019 Z�sLANDLORD REVISION 08.08.2019 Z l TENANT REVISION 08.08.2019 ISSUE FOR CONSTRUCTION 08.08.2019 CLARIFICATION 'ATENANT REVISION 09.05.2019 FOR sac wi ec Ci of Tukwila Cny ofT a_. ( BUILDING DIVISION _. -- -- --- SHEET TITLE: RIECE v .-_ PROJECT REVISIONS --- - - CiIY fl� TUKIY1L--A Non ge snag madetctne-scone -- - -- INFORMATION --Ot work-w.nnoui c.;_a evil of the .._. __ ! _ _-SEP 113 2�ti9 Tukwila Budding D v Sion -F. VOTevii sOnswiI Uffea-newclan -—FERMITGEC! ER- 1L�t�oca_alan review - �----I— --- - ---REVISION NO; 1,- - -----_....------------ I—__:--I�—. SEE SHEET MP001 FOR MECHANICAL RESPONSIBILITIES SEE SHEET E001 FOR ELECTRICAL RESPONSIBILITIES SEE SHEET MP001 FOR PLUMBING RESPONSIBILITIES FIRE SPRINKLER SYSTEM AND FIRE ALARM SYSTEM (IF APPLICABLE) ARE NOT WITHIN THE SCOPE OF THIS PERMIT AND WILL BE DEFERRED SUBMITTAL UNDER A SEPARATE PERMIT. TENANT'S G.C. SHALL CONTRACT DIRECTLY WITH LANDLORD'S REQUIRED FIRE SPRINKLER AND/OR FIRE ALARM CONTRACTOR. DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO LOCAL JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF SAID WORK. m7vmil"15e MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 IF i. y 111 $ - A R C H IT E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEA SIGNATURE STORE #: 047 PROJECT: ORPE WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM / JBQ / DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/PERMIT /BID 05,23.2019 Z�LANDLORD REVISION 08.08.2019 ISSUE FOR CONSTRUCTION 08.08.2019 REVIEWED FOR-1 I City Of Tukwila 1 RECEIVED CITY OF TUKWIL, SEP 13 2019 i'ERN)IT CENTRR'' J,$ ADJACENT TENANT(N.LC.) 107'-9 3/4" (E) V.I.F. LASE LINE TO LEASE LINE 22'-9 3/8" (E) V.I.F. 5'-61/2" (E) V.LF. 30'-0" (PER LL. BASE BUILDING DWGS) V.I.F. 30'-0" (PER LL. BASE BUILDING DWGS) V.I.F. 15'-0" (PER LL. BASE BUILDING DWGS) V.LF, V-6 3/8" (E) V.I.F. ol K COL. CL TO LEASE LINE TO LEASE LINE LASE LINE COL. CL TO COL. CL COL. CL TO COL. CL COL. CL TO COL. CL LASE LINE TO LEASE LINE 2-411/2" (E) V.I.F. LEASE LINE TO LEASE LINE 1 1 -uw �0 LANDLORD SERVICE CORRIDOR (N.LC.) u: w ADJACENT TENANT (N.LC•) — = '"--�._--- —.. — - —-, 10 z MANAGER'S OFFICE TOILET ROOM HALLWAY 32" CLR. t m ^;EX}TACCESTRAUEtD1STANC FRO'fut,.,: RDPOIh1TB EE ST(JRF 0[4 i�� t''�; s t'-EXR7 CCESSTJ;AVEL'DIS NCEFROM!M,R1(f Tom... ,£ENSTOREFRONT'i- SQ.FT. 65 SQ.FT. 58 SQ.FT. 167 %_. (1600CC.) I.�.-----..._..' ,�. .:,�,+ ,.,,;.,;:M. ,:,.,,:,.FT!.N,' ..,t, 1.. ,.,,,,a,..,t,,..,, ..,t.> ..,,, ,�, .,�.. IL A, is E ' ,. '°.'EXt#$A1 DwR�A2��,Ei3VlCEi10CiR;rX1' 7( S;QitE (tONTE)(Ci .45„1i17,=<. € ,[.(..., ,.,a,.q !„ ,,EStkT`Ai`It) EAR,5ERH10E'OROR XCF^�OS�I"t% � RQN-Tj T,�4S�/ ,x' �•' _. _i � �a�_Sr�. ai w,++ , ..rr .Y r +...irr •i*rp r•,... rs ra r.r •ar7 R+?•+�irr r ................�rn •4atr�, �r..+ea+[.} � r..y rr nsrrr,r� [ 6 t ,.I ,� ;, I 99 e'+ ' ,! ':, i'.:' a v :) I , :J ,..,::{. ;i,: i!�' I I' p 19 i i-.,3 t ) ii "}}ty .:i V Y$� I '1I.i, (.I `I, I4 Yb f i. I Ew t ( i.,� 4 E:.)J t `I .I J. l _ �,.,,. rlt.. R.;I L ,.,,� ,,,1t1, �. I # , R , I .. L I €� .-�A >.� ca .� ,<.) �, .�.� �� ._ G.J �.� cis E.� L. w_ � 1 � „�. e� ., L .. C t ;, .. lu..(�` .r ;� <, t: t t .! I 1 tit., �. R v. I --- i` i - ■ , ,.3 - • e :' `. �..� `�.1t., c; ) .:zti '- ( ",.' .' °:,; "� r ,. i � ,. � - w I�_xa�- -..w'� �,.y _. 1!!iNr �. •rrraifr r7. ,,:'!i..� s•rr Nvr+rrr•.r. y�rrs\t: ,�'<^.. v. 1 ' '.i:' t ao .�_._ r. ♦ . �., �, rt` }... I t ' =1 ,,: 14; , �. 3., ,'. f ------- - ti'tl __- � i... � I . I t ...,..._ , n I �, I' I' � � I , I � I I I I I I I`.\I� � I 1 � I I I i 11 �� ,� ) i A " w d I X Il J; i i .y ' "vr� II ' �.n• ��' '� 3 ' ! � m I�._.-_., i i I � I ' .-, I t I I _::_. V A'.,i r �' v ;� - 't t � / .� � � � > w it ZO z �' �. ' '�<v f ' r; r'�{'' y, �', '' 518, ( . i� r I)� y ,'+•a sr•i�r.t : z 2 w o u O v �.... ' ..., r t t �,.. 4�/ .10`-11 OIdPV t t v '+ -{.: i t N��9+a ¢ ¢ 2' O : w Li z k �� M t -_- -- - - --- ♦..:.'."s�V 1 pU[DAP,V - °Iry �;.I V ��I:1 t " , #' 7 a ' 7 ( -i w m ? `L N mil uu u a of u ^,`sp n u . 7....��. (t ,' :: _ /3 OVERALL DIAGONAL /X m � � � i' � � �1 �', � � 1�'. \ -- � - ,'..I �� ;�� i �� 1 ', I I i t' i l � � i - ' __.. ¢ a ;') , I Ct3Mit1i3f1 PATiCO f1t ate ( Y u [� - r _ _ �I ,� I I� L 34,ag, �'q i I� i I' I �i i i I i i i. � i // \� \�' �i i I � 'si i i �: I f I � �% `4 r•t+r'�rww 1 i i■ t "�' I ti I tI I / � I �I i r i i 4w,.h.,...aif fA STOCKROOM STUDIO SALES AREA 1 SQ. FT. 447 SQ. FT. 293 SQ, FT. 2,486 I 1 � I V-4" (E) V.I.F. COL. CL TO COL. CL 3V-3 3/8" (E) V.I.F. 28'-8" (PER LL. BASE BUILDING DWGS) V.I.F. 41'-1" (PER LL. BASE BUILDING DWGS) V.I.F. V-S" (E) V.I.F. LEASE LINE TO COL. CL COL. CL TO COL. CL COL. CL TO COL. CL COL. CL LEASE LINE 102'-5 3/8" (E) V.I.F. LEASE LINE TO LEASE LINE J 8 ADJACENT TENANT (N.I.C.) i t t t t t 1 EGRESS PLAN CODE SUMMARY NARRATIVE OCCUPANT LOADS A. DESIGN OCCUPANT LOAD (WBC TABLE 1004.1.2) 1. SALES AREA 2,486 S.F. / 60 = 42 OCCUPANTS 2. STUDIO 293 S.F. / 15 = 20 OCCUPANTS 3. BACK OF HOUSE 737 S.F. ( 300 = 3 OCCUPANTS 4. TOTAL OCCUPANT LOAD = 65 S. SEE SQUARE FOOTAGE BREAKDOWN ON SHEET A000 FOR ADDITIONAL INFORMATION. MEANS OF EGRESS A. EXITS 1. NUMBER REQUIRED (WBC 1006.2.1) = 2 2. NUMBER OF ACCESSIBLE REQUIRED (WBC 1009.1) = 2 3. ARRANGEMENT (WBC 1007.1.1) = NOT LESS THAN 1/3 OVERALL DIAGONAL 4. TRAVEL DISTANCE MAXIMUMS • EXIT ACCESS (WBC 1017.2) = 250 FT COMMON PATH OF TRAVEL (WBC 1006.2.1) = 75 FT S. WIDTH MINIMUMS • DESIGN EXIT WIDTH (WBC 1005.3.2).2X65=13" • ACCESSIBLE WIDTH (WBC 1009 & ICC/ANSI A117.1403.5.1) = 36" DOORS (WBC 1010.1.1 & ANSI A117.1404.2.2) = 32" MIN. CLEAR 6. EXIT ACCESS (WBC 1016.2) - EGRESS THROUGH INTERVENING SPACES SHALL COMPLY WITH THIS SECTION. • 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. EGRESS ♦ KEYNOTES O1 EXISTING FIRE RATED GYP. BD. TENANT SEPARATION DEMISING PARTITION TO REMAIN. REFER TO SHEET A200 FOR ADDITIONAL INFORMATION. O2 NEW ILLUMINATED EXIT SIGN. REFER TO SHEETA300 FOR ADDITIONAL INFORMATION. EGRESS PLAN LEGEND ;� rlvI=1 31" WIDE EGRESS PATH F �. LAI u4-Jc�63c 4 , , •.••......••.........• PATH OF TRAVEL DIRECTION OF EGRESS TRANSITION FROM COMMON PATH OF TRAVEL TO EXIT ACCESS PATH OF TRAVEL xMIDPOINT OF EXIT ACCESS PATH OF TRAVEL RECEIVED CITY OF TUKWILA SEP 13 2019 PERMIT CENTER MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94193 A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE 11634 R:RCHIT RED ARCHITEC T DREW R. MAONUS08 STATE OF W ASHINGT ON STORE #: 047 PROJECT: M®RPHE WESTFIELD SOLITHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM /JBQ/ DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 //LLL/�PERMIT /BID 05.23.2019 A TENANT REVISION 08.08.2019 ISSUE FOR CONSTRUCTION 08.08.2019 CODE COMPLIANCE ArrKUVED SEP 27 2019 BUILDING DIVISION SHEET TITLE: EGRESS PLAN REVISION NO, _.L J.$ ADJACENT TENANT (N.I.C.) 1OT-9 3/4" (E) V.I.F. LEASE LINE TO LEASE LINE 77 22'-9 3/8" (E) V.I.F. T-6 1/2" (E) V.I.F. I v 3V-0" (PER LL. BASE BUILDING DWGS) V.I.F. 30'-0" (PER LL. BASE BUILDING DWGS) V.I.F. 15'-0" (PER LL. BASE BUILDING DWGS) V.I.F. V-6 3/8" (E) V.I.F. LEASE LINE TO LEASE LINE LEASE LINE COL. CL TO COL. CL COL. CL TO COL. CL COL. CL TO COL Cl COL. CL TO TO LEASE LINE 2'-111/2" (E) V.I.F.LEASE LINE LEASE LINE TO LEASE LINE ' 7 V.I.F. 5" 26'_1" + I 13'-7' (HOLD) 27'4 3/4" 5' 2 3J4" 8" V.LLL SEE STOREFRONT SHEETS of z 40 14 _+� 1 2 00 14 T 14 00 1 2 1R u w LANDLORD SERVICE "' m w ti a a ` CORRIDOR (N.LC.) �' +,+ z w w ADJACENT — — --00 — — -_ — — - — �- — — 10 - --I w 41 1 TX 'v I 1 I `+ z m 2 a A7oo iD -_-'' ° +, I I 08 - 40 3 6 11 6 11 6 11 13 6 11 0 40 6 11 6 11 40 13 6 11 6 11 6 11 6 11 40 I 9 MANAGER'S .I-_¢ --- IERW I i OFF6ICE i 6,_g„ �\ 51, �._.i 8 3 - z i w 1 0 A w ,n , cq l ( � `i_ ' m HALLWAY B " - co - � i- '� 3 i � TOILET \�o I 0 3 '^ i 0 3 ' �- 17 A410 0 7 ROOM I 8 � A I 714 I i i � ( i C_ c A410 0 3 0 0 Tn , ------- - I MIN. o `to A400 I ( z zv Q SALES FLOOR 01 OF ,'��.� O 4 2 A500 z j 5'-7 1 2° z? uQ! 2 STOCKROOM 5„ ----- Q o I ' I 1 O ^ z v A I i I A500 a A400 rn w Q Z. w ,� D A410 B STUDIO _ I I m w m a 00 C A ".� 03 D S B 0 I I � 1� 2C13 6 in,0 40 6 4 ( I 1 2 00 403 14 15 14, 1 1 2 ( 00 14 3 5/8" (E) 20'-10 3/4" S" 12'-10" 5" 26-1"± - 13'-7" (HOLD) 23'-2 1/4" 4'-8 3/4" 6' 1 G.C. TO REVIEW SUBFLOOR STRUCTURE, SYSTEMS, AND SERVICE V.I.F. SEE STOREFRONT j PRIOR TO CONSTRUCTION FOR CONDITIONS PREVENTING FLOOR � SHEET i PENETRATIONS INDICATED IN THE CONSTRUCTION DRAWINGS. i COORDINATE ON SITE AND WITH LANDLORD'S REPRESENTATIVE. i j CONDITIONS PREVENTING LAYOUT AS SHOWN SHALL BE BROUGHT TO THE ATTENTION OF THE TENANT'S PROJECT MANAGER IMMEDIATELY AND PRIOR TO FRAMING. L------------------------------------------J `SEE SHEET A030 FOR REQUIRED CLEARANCES/EGRESS PATH_--- V-4" (E) V.I.F. COL CL TO COL CL 1 i 31'-3 3/8" (E) V.I.F. 28'-8' (PER LL. BASE BUILDING DWGS) V.I.F. 41'-1" (PER LL. BASE BUILDING DWGS) V.I.F. 1'-5" (E) V.I.F. 1 SEE SHEET A610 FOR DOOR SCHEDULE AND DETAILS. i LEASE LINE TO COL. CL COL. CL TO COL. CL ( COL. CL TO COL. CL ICOL. CL TO ------------------- ---------- LEASE LINE j CONTRACTOR TO X-RAY EXISTING SLAB PRIOR TO WORK. NOTIFY j 102'-5 3/8" (E) V.I.F. TENANT'S PM AND ARCHITECT IMMEDIATELY UPON 1 COMPLETION OF X-RAY AND PRIOR TO ANY FURTHER WORK 1 LEASE LINE TO LEASE LINE 1 i WITH ANY ISSUES OR CONCERNS PREVENTING WORK AS --SHOWN. $ ADJACENT TENANT (N.LC.) i , 1 , 1 FLOOR PLAN A200 1/4"=1'-0" 1. SEE FIXTURE PLAN ON SHEETA220 FOR FIXTURE INFORMATION. 2. NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH PLANS IN RELATION TO THE EXISTING FIELD CONDITIONS. 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO NOT SCALE. CONTACT ARCHITECT FOR ANY CLARIFICATIONS NEEDED. 4. DIMENSIONS ARE FROM THE FACE OF FINISHED WALL TO FACE OF FINISHED WALL U.N.O. 5. ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED AND CONDITIONED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN SPECIFICATIONS AND/OR INSTRUCTIONS. 6. ALL WORK SHALL BE EXECUTED IN A MANNER ACCEPTABLE TO THE TENANT. 7. THE G.C. SHALL PROVIDE AND PAY ALL LABOR, MATERIALS EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, TRANSPORTATION, PERMITS, AND OTHER SERVICES AND FACILITIES NECESSARY FOR PROPER AND TIMELY EXECUTION OF WORK, U.N.O. 8. THE G.C. WARRANTS TO THE OWNER, ARCHITECT, AND ENGINEERS THAT ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONTRACT ARE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORK WILL BE INSTALLED AS SPECIFIED AND FREE OF DEFECTS. 9. APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY LOCAL AUTHORITY. COORDINATE WITH TENANT AND BUILDING INSPECTOR ON LOCATION(S) TO BE INSTALLED. 10. ALL PENETRATIONS OF FIRE RESISTIVE FLOOR OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UL STANDARDS FOR THE THROUGH PENETRATION FIRESTOP SYSTEMS. THE G.C. SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING TO THE ARCHITECT. SUCH DRAWING SHALL BE AVAILABLE TO ANY INSPECTOR. THE DRAWING SHALL BE SPECIFIC FOR EACH PENETRATION WITH VARIABLES DEFINED. 11. THE G.C. IS TO REPLACE ANY FIREPROOFING REMOVED FROM THE BUILDING STRUCTURE DURING DEMOLITION/CONSTRUCTION. 12. THE G.C. IS RESPONSIBLE FOR MAINTAINING INTEGRITY OF RATED PARTITIONS AND STRUCTURE WHERE PENETRATED BY VARIOUS TRADES AND SERVICES. 13. THE G.C. SHALL VERIFY THAT ALL PENETRATIONS WILL NOT COMPROMISE THE STRUCTURAL INTEGRITY OF THE EXISTING SLAB. REPAIR OF EXISTING CONDITIONS MAY BE REQUIRED, VERIFY IN FIELD. 14. ALL SLAB PENETRATIONS SHOULD BE COORDINATED WITH ON -SITE OPERATIONS MANAGER. WATERPROOF MEMBRANE MUST BE WATER TESTED BY G.C. AND APPROVED BY ON -SITE OPERATIONS MANAGER. 15. ACCESS PANELS IN WALLS FOR PLUMBING, MECHANICAL, OR ELECTRICAL ACCESS ARE TO BE FRAMELESS AND FLUSH WITH THE GWB PANELS. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 16. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS, AND JAMBS AS REQUIRED TO MAKE ASSEMBLY RIGID. 17. THE G.C. SHALL SUPPLY AND INSTALL PROPER AND ADEQUATE WOOD BLOCKING TO SUPPORT ALL OWNER SUPPLIED FIXTURES AND G.C. SUPPLIED AND INSTALLED ITEMS FOR FIRM AND SECURE INSTALLATION ON WALLS, COLUMNS, ETC. G.C. SHALL COORDINATE WITH FIXTURE VENDOR FOR REQUIRED LOCATIONS AND ADEQUACY OF BLOCKING REQUIREMENTS AND PROVIDE ALL SUCH BLOCKING PRIOR TO CLOSING UP ANY AND ALL WALLS, COLUMNS, ETC. ALL AREAS TO BE PHOTOGRAPHED OR WITNESSED AND SIGNED OFF BEFORE COVERING BLOCKING. IF REQUIRED BY CODE AND/OR LOCAL BUILDING OFFICIAL, BLOCKING SHALL BE FIRE RETARDANT TREATED OR METAL TO MEET SUCH REQUIREMENT. 18. THE G.C. IS RESPONSIBLE FOR PROVIDING PROTECTION AGAINST DAMAGE TO EXISTING FURNITURE, ADJACENT FINISHED WORK, FLOORING, ETC. 19. THE G.C. IS RESPONSIBLE FOR THE FINAL CLEANUP OF THE ENTIRE PREMISES INCLUDING BUT NOT LIMITED TO FLOORS, MILLWORK, FIXTURES, ETC. FOLLOWING THE INSTALLATION OF THE MILLWORK. FLOOR PLAN KEYNOTES 1 O A LINE. 15 LEASE IN O EXISTING PIPES TO REMAIN. PROTECT FROM DAMAGE VERIFY EXISTING CONDITIONS ON SITE FRAME , , J� EXISTING FIRE RATED GYP. BD. TENANT SEPARATION DEMISING PARTITION TO REMAIN. PROTECT FROM AROUND AS NECESSARY. �./ DAMAGE. PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING AND FOR SMOOTH APPLICATION OF 16 PROVIDE SOUND ATTENUATION INSULATION AT STUDIO WALLS. SEE PARTITION DETAILS ON SHEET A600 TENANT FINISHES AS SCHEDULED. VERIFY EXISTING CONDITIONS IN FIELD PRIOR TO BID. FOR ADDITIONAL INFORMATION. O EXISTING REAR SERVICE DOOR TO REMAIN. PROTECT FROM DAMAGE. REFER TO SHEET A610 FOR 17 HI-LO DRINKING FOUNTAIN. SEE DETAIL 14/A700 AND PLUMBING DRAWINGS FOR ADDITIONAL ADDITIONAL INFORMATION. INFORMATION. O EXISTING LANDLORD NEUTRAL PIER TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS REQUIRED. COORDINATE WITH LANDLORD'S ON SITE REPRESENTATIVE. OS COORDINATE BELOW FLOOR WORK FOR CASHWRAP WIRING AS REQUIRED WITH LANDLORD. SEE ELECTRICAL DRAWINGS. O6 SALES AREA DISPLAY MILLWORK AND EQUIPMENT. REFER TO SHEETS A220, A400, AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. O7 ACCESSIBLE TOILET ROOM. REFER TO SHEET A700 AND MEP DRAWINGS FOR ADDITIONAL INFORMATION. 8 REFER TO SHEETSA220 A410 AND PD DRAWINGS ADDITIONAL ME R OR DDI ZONAL INFORMATION REGARDING BACK OF HOUSE FIXTURES AND EQUIPMENT. O9 LOCATION OF ELECTRICAL EQUIPMENT. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 10 FIRE EXTINGUISHER. THE MAXIMUM TRAVEL DISTANCE FROM ANY PORTION OF THE SPACE TO THE FIRE EXTINGUISHER LOCATION SHALL NOT EXCEED 75 FT. PREFERRED LOCATION SHOWN, HOWEVER G.C. TO COORDINATE EXACT LOCATION AND QUANTITY WITH FIRE DEPARTMENT AND BUILDING DEPARTMENT AUTHORITIES HAVING JURISDICTION IN FIELD PRIOR TO FINAL INSPECTIONS. 11 PROVIDE FIRE RATED PLYWOOD BLOCKING IN WALLS WHERE WALL FIXTURES ARE TO BE INSTALLED. SEE SHEETA400 FOR ADDITIONAL INFORMATION. COORDINATE ALL REQUIREMENTS WITH MILLWORK VENDOR AND MILLWORK SHOP DRAWINGS. 12 INSTALL PARTITION SO BACKSIDE OF GYP. BD. IS TIGHT TO EXISTING STRUCTURAL COLUMN. 13 INSTALL PARTITION SO BACKSIDE OF METAL STUD IS TIGHTTO EXISTING STRUCTURAL COLUMN. 14 EXISTING BASE BUILDING STRUCTURAL COLUMN TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR ANY EXISTING FIREPROOFING AT STRUCTURAL MEMBER TO MAINTAIN REQUIRED FIRE RATING. PAINT TO MATCH WALL FINISHES WHEN EXPOSED. WALL PARTITION LEGEND EXISTING FIRE RATED GYP. BD. TENANT SEPARATION DEMISING PARTITION TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING. VERIFY EXISTING CONDITIONS IN FIELD PRIOR TO BID. OQ „ NEW NON -RATED INTERIOR PARTITION: ONE LAYER 5/8" GYP. BD. ON EACH SIDE OF 8 METAL STUD FRAMING TO 6" ABOVE ADJACENT CLG. FINISH, U.N.O. EXTEND GYP, BD. 0 FULL HEIGHT TO UNDERSIDE OF FLOOR DECK ABOVE WHERE NO CLG. EXISTS. A600 NEW NON -RATED INTERIOR FURRED PARTITION: ONE LAYER 5/8" GYP. BD. ON EXPOSED 9 SIDE ONLY OF METAL STUD FRAMING TO 6" ABOVE ADJACENT CLG. FINISH, U.N.O. 40 EXTEND GYP. 8D. FULL HEIGHT TO UNDERSIDE OF FLOOR DECK ABOVE WHERE NO CLG. A600 EXISTS. NEW NONRATED PARTIAL HEIGHT FURRED PARTITION: ONE LAYER 5/8" GYP. BD. 4, S OVER ONE LAYER 3/4" FIRE RATED PLYWOOD OVER 7/8" HAT CHANNEL OVER TWO 0 LAYERS 3/4" FIRE RATED PLYWOOD. A620 NEW NON -RATED DISPLAY PARTITION: ONE LAYER 5/8" GYP. BD. ON EACH SIDE OF 18 METAL STUD FRAMING TO 6" ABOVE ADJACENT CLG. FINISH U.N.O. EXTEND GYP. BD. FULL HEIGHT TO UNDERSIDE OF FLOOR DECK ABOVE WHERE NO CEILING EXISTS. GYP. A620 0 BD, IS INTERRUPTED BY RECESSED AREA. SEE DETAIL FOR ADDITIONAL INFORMATION. j-� 1 TIO 3J4" FIRE RATED PLYWOOD TO BE INSTALLED IN RECESSED AREA. RECEIV-D CITY OF TUKWIL SEP 13 2019 tot$ PERMIT CENTER NOT 1. USE W.R. GYP. BD. BEHR4D ALL PLUMBING FIXTURES, IMMEDIATELY ADJACENT TO PLUMBING FIXTURES AND THROUGHOUT TOILET ROOM. 2. REFER TO 16/A600 FOR METAL BACKING PLATE DETAILS 3. REFER TO 17/A600 FOR SSTUD GAUGE LIMITING HEIGHT MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H IT E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEALfSIGNATURE 11634 FAROCSHT17TECT DREWR.MA USON STATEOFWAS NGTON STORE #: 047 PROJECT: WESTFIELD SOLITHCENTER SPACE#1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM /JBQ/ DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/PERMIT/BID 05.23.2019 TENANT REVISION 08.08.2019 ISSUE FOR CONSTRUCTION 08.08.2019 CODE COMPLIANCE APPROVED SEP 2 7 2019 City Of Tukwila BUILDING DIVISIniv SHEET NOTES 1. EXAMINE ALL SURFACES TO BE PAINTED UNDER THIS CONTRACT TO VERIFY THE WORK AND SUBSTRATE CONDITIONS INSTALLED AND LEFT BEHIND AS A RESULT OF ALL TRADES IS IN A SATISFACTORY CONDITION TO RECEIVE PAINT OR SPECIFIED FINISH. 2. PAINTER SHALL BE RESPONSIBLE FOR THE REMOVAL OF HARDWARE, SWITCH COVERS, OUTLET COVERS, ETC. AND REINSTALLATION OF SAME AFTER PAINTING. 3. WHERE EXPOSED TO VIEW, ALL METAL SURFACES SHALL BE PROPERLY PREPPED PRIOR TO PAINTING. 4. WHERE EXPOSED TO VIEW, EXISTING STEEL COLUMNS AT SALES AREA SHALL BE PREPPED, PAINTED AND RECEIVE BASE. OWNER MAY ELECT TO FUR OUT COLUMN, VERIFY WITH FIXTURE VENDOR PRIOR TO BID. 5, THE G.C. SHALL PATCH, REPAIR, AND/OR EXTEND EXISTING DEMISING WALLS TO MAINTAIN EXISTING FIRE RATING (AS REQUIRED). 6. FOLLOWING DEMOLITION ACTIVITIES, PATCH AND REPAIR ALL EXISTING SURFACES TO REMAIN. PATCH SHALL MATCH ADJACENT CONDITIONS FOR A UNIFORM APPEARANCE. 7. ALL OUTSIDE CORNERS AT DRYWALL PARTITIONS AND FURRED WALLS TO HAVE METAL CORNER BEADS TAPED AND SPACKLED SMOOTH, B. THE G.C. WILL REPAINT AND/OR REPAIR THE LANDLORD'S PROPERTY (BULKHEADS, REAR CORRIDOR, ETC.) IF DAMAGED DURING TENANT IMPROVEMENT. 9. ALL PAINTS AND WALL COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATION FORT E PARTICULARSURFACE. H 10, AFTER COMPLETION OF PAINTING, ALL PAINT MATERIALS AND EQUIPMENT SHALL BE REMOVED. ALL PAINT SPOTS SHALL BE REMOVED AND ALL AREAS SHALL BE THOROUGHLY CLEANED. ANY DiR AND DEBRIS CAUSED BY WORK SHALL BE CLEANED UP AS WORK PROGRESSES. 11. RETOUCH OR REFINISH SURFACES DAMAGED BY SUBSEQUENT WORK AS DIRECTED BY G.C. THE COST OF SUCH RESTORATION WORK SHALL BE BORNE BY THE G.C. 12. WIPE CLEAN ALL SURFACES WITH DAMP CLOTH. 13. REMOVE ALL ROUGH SURFACE SPACKLE FROM WALL BEFORE BASE APPLICATION. 14. BASE SHALL BE GLUED TIGHT TO WALL, WITH NO DELAMINATION OR BUBBLES. 15. FLOORING CONTRACTOR SHALL HAVE A MINIMUM (5) YEARS EXPERIENCE WORKING WITH THESE TYPES OF PRODUCTS. 16. PATCH ALL AREAS WHERE FLOOR IS CRACKED OR NOT LEVEL PRIOR TO FLOORING INSTALLATION. 17. INSTALL ALL FLOORING PER MANUFACTURER'S SPECIFICATIONS. PROVIDE ALL NECESSARY CONTROL JOINTS, EXPANSION JOINTS, AND GAPS REQUIRED PER MANUFACTURER'S RECOMMENDATIONS. 18. TYPICAL FLOORING TRANSITIONS ARE AT BACKSIDE OF DOOR OR AT BACKSIDE OF OPENING IF NO DOOR IS PRESENT. 19. ALL TILE TO BE SET FLAT, LEVEL, AND TRUE. 20. GROUT JOINTS ARE TO BE EQUAL IN DIMENSION. CONFIRM WIDTHS WITH TENANT. PROVIDE GROUT SAMPLES FOR APPROVAL. 21. THE G.C. SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE FINISHES IN THE STORE, WALLS, FLOORS AND CEILINGS PRIOR TO TURNOVER. G.C. SHALL TOUCH-UP ALL CORNER BEADS, WALLS, CEILINGS, FLOORING AND ANY DAMAGE CAUSED BY OTHER TRADES INCLUDING MILLWORK PRIOR TO TURNOVER. 22, ALL MILLWORK TO BE SUPPLIED BY FIXTURE VENDOR AND INSTALLED BY G.C., U.N.O. SEE FIXTURE PLAN. NOTES'I FINISH 1. ALL INTERIOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH CURRENT STATE AND LOCAL BUILDING CODES. THE G.C. SHALL PROVIDE ALL FLAME SPREAD AND SMOKE DENSITY RATING FOR FINISH MATERIALS TO BE BUILDING DEPARTMENT AS REQUIRED. 2. ALL INTERIOR WALL AND CEILING FINISHES SHALL MEET THE FOLLOWING SPECIFICATIONS: MALL SIDE WALLS AND CEILING A. CLASS W FLAME SPREAD INDEX 26 TO 75 MAX B. SMOKE DENSITY RATING 300 MAX TENANT SIDE WALLS AND CEILING A. CLASS'C' FLAME SPREAD INDEX 76 TO 200 MAX B. SMOKE DENSITY RATING 450 MAX 3. ALL WOOD MUST BE CLASS W FIRE RATED NON-COMBUSTIBLE MATERIAL AND ALL WOOD FIXTURES MUST BE CLASS W STAMPED OR FURNISH MANUFACTURER'S CERTIFICATION. 4. ALL MATERIALS INSTALLED SHALL BE A MIN. OF CLASS II; EXCEPT ALL MATERIALS INSTALLED ON THE STOREFRONT SHALL BE A MIN. OF CLASS I. MATERIALS NOT MEETING THE CLASS MIN., SHALL BE COVERED WITH A COATING OF NOT LESS THAN 1/28" THICK THAT IS FIRE RATED FOR THE REQUIRED CLASSIFICATION. 5. AFTER INSTALLATION OF ALL FIXTURES, G.C. TO TOUCH UP ANY SURFACES THAT MAY BE DAMAGED. 6. WITHIN (3) DAYS OF THE COMPLETION OF DEMO., G.C. IS RESPONSIBLE FOR TESTING THE CONC. SLAB FOR MOISTURE CONTENT USING WAGNER RELATIVE HUMIDITY RAPID RH TESTING KIT. G.C. TO CONTACT PRODUCT MANUFACTURER. PRIOR TO BIDDING FOR TESTING, EXISTING CONDITIONS RECOMMENDATIONS AND COMPLETE APPLICATION INSTRUCTIONS. G.C. MUST PROVIDE ADD ALTERNATE BID ON BID FORM. SEE MOISTURE BARRIER CHART FOR TESTING REQUIREMENTS AND PRODUCT SPECIFICATIONS. 7. AFTER REQUIRED MOISTURE AND RELATIVE HUMIDITY TEST RESULTS ARE RECEIVED, G.C. IS RESPONSIBLE FOR PROVIDING A LEVEL CONCRETE SLAB PRIOR TO FLOOR INSTALLATION. G.C. MUST FOLLOW MANUFACTURER RECOMMENDATIONS AND INSTRUCTIONS FOR SUITABLE SUBSTRATES, FLOOR PREPARATION, AND APPLICATION. G.C. TO PROVIDE BID ON BID FORM FOR THE FOLLOWING: • FOR MINOR SURFACE CONCRETE DEFECTS, PATCHING, SMOOTHING, AND FEATHERING; RECOMMENDED PRODUCTS INCLUDE - ARDEX- FEATHER FINISH; SELF -DRYING, CEMENT -BASE FINISHING UNDERIAYMENT - MAPEI - PLANIPROP FF• PREMIUM SKIMCOATING AND PATCHING COMPO UND MAPEI - PLANIPATCH: FAST -SETTING, POLYMER -MODIFIED, CEMENT -BASED PATCHING COMPOUND • FOR MAJOR CONCRETE DEFECTS AND SELF -LEVELING REPAIR; RECOMMEDNED PRODUCTS INCLUDE: - ARDEX - K-15: SELF -LEVELING SUB -FLOOR SMOOTHING COMPOUND - MAPEI - PLANIPATCH PLUS SYSTEM: AN EMBOSSING LEVELER - MAPEI - ULTRAPLAN I PLUS: HIGH-PERFORMANCE, QUICK -SETTING, SELF -LEVELING UNDERLAYMENT 8. G.C. SHALL TRIM BRAKE METAL AND SCRIBE BASE WHERE REQUIRED ON SITE, VERIFY IN FIELD. 9. ALL FINISHES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 10. FOR ALL WALLS TO RECEIVE BOTH PAINT AND CUSTOM WALL COVERING GRAPHIC, G.C. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED AND ENSURE A LEVEL 5 FINISH. G.C. TO USE ACRYLIC OR ENAMEL BASE PAINT NOT LATEX. ALLOW PAINT TO OFF -GAS FOR A MIN. OF 48 HOURS PRIOR TO WALL COVERING INSTALL. SIGN VENDOR TO APPLY GARDZ SURFACE SEALER AND INSTALL WALL COVERING. LEGENDFINISH PLAN ®will FINISH PLAN KEYNOTES (1 EXTEND MALL COMMON AREA FLOORING TO NEW STOREFRONT BASE LINE. EXTEND IN FULL TILES, REMOVE EXISTING PARTIAL TILES AND REPLACE WITH NEW AS REQUIRED. O2 REFER TO STOREFRONT DRAWINGS FOR STOREFRONT FINISHES. 33 CENTER FLOOR FINISH WITHIN EXTENTS OF FLOOR FINISH PERIMETER, AS SHOWN. 4 G.C. TO PAINT WALL BEHIND GRAPHIC AS SCHEDULED. WALL GRAPHIC WC-1 FURNISHED AND INSTALLED BY SIGN VENDOR. Q PROVIDE FRP-1 AS DIRECTED. REFER TO SHEET A410 AND 13 & 14/A700. Q6 NOT USED. 7 WATERPROOF MEMBRANE PER LANDLORD REQUIREMENTS - REFER TO DETAIL 11/A700. O BEFORE NEW FLOORING IS INSTALLED, G.C. TO ENSURE EXISTING CONCRETE SLAB IS SMOOTH AND LEVEL THROUGHOUT THE ENTIRE SPACE. O 3 G.C. TO PROVIDE CONTRASTING "RED" V.C.T. FOR AREA OF ELECTRICAL EQUIPMENT CLEARANCE. i0 TILE PATTERN START POINT AT CENTERLINE OF CASH W RAP/BACKW RAP. 11 DURING FLOOR INSTALLATION, TILES SHOULD BE CUT AT FLOOR TRANSITION TO ENSURE FLOORING ALIGNS WITH MILLWORK FIXTURES. TRANSITIONS MAY NOT END WITH FULLTILE. COORDINATE WITH FIXTURE PLAN. REFER TO SHEET A220. 12 TILE PATTERN START POINT AT CENTERLINE OF STUDIO, 13 PAINT RECESS BEHIND LED SCREENS P-4 , SEE DETAIL 1S/A620. 14 NOT USED. 15 WALL AND FLOOR FINISHES ARE TO BE INSTALLED PRIOR TO INSTALLATION OF WALL FIXTURES. MOISTURE BARRIER CHART G.C. SHALL PERFORM RELATIVE HUMIDITY TEST USING WAGNER RELATIVE RAPID HUMIDITY RH TESTING PROBE. G.C. SHALL FOLLOW WRITTEN SPECIFICATIONS PROVIDE BY MANUFACTURER. USE THE BELOW INFORMATION 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 FINISH SCHEDULE KEY I MATERIAL MANUFACTURER DESCRIPTION NOTES KEY I MATERIAL I MANUFACTURER DESCRIPTION NOTES FLOORING WALL f-1 CERAMIC TILE DALTILE FOREST PARK -9"x36" FLOOR FP94; WHITE OAK 1/8" MAX. GROUT JOINT, GROUT TO BE G-1. INSTALL IN RUNNING BOND PATTERN FRP-1 FIBERGLASS REINFORCED PANELS MARLITE WHITE: P-100 4'4' HIGH F.R.P. PANELS AT TOILET ROOM, DRINKING FOUNTAIN, AND MOP SINK F-2 CERAMIC TILE DALTILE P124 JET BLACK, UNPOLISHED, 12"x24„ 1/8" MAX. GROUT JOINT; GROUT TO BE G-2. INSTALL IN RUNNING BOND PATTERN MT-1 BRAKE METAL PAINT PAINT -- BENIAMIN MOORE BENIAMIN MOORE BLACK HIGH GLOSS OC-152 SUPER WHITE; FLAT OSS WHITE; SEMI -GLOSS SEMI -GLOSS TO MATCH BENIAMIN MOORE BLACK 2132-10 SEMI -GLOSS -- _ FT-TI F-3 V.C.T. ARMSTRONG 12"x12" TILES; #51904 STERLING P-2 F-4 - -- MALL FLOOR FINISH COORDINATE WITH LANDLORD REPRESENTATIVE P_3 PAINT PAINT BENJAMIN MOORE BENIAMIN MOORE OC-152 SUPER WHITE,* EGGSHELL 3 BLACK 2132-10; FLAT F-5 V.C.T. ARMSTRONG 12"x12" TILES; #51880 MARASCHINO REFER TO PLAN ABOVE FOR AREA OF FLOORING P-4 BASE B-1 WALL BASE WALL BASE __ 3 JOHNSONITE T MDF; G.C. TO PAINT P-6 4" HIGH VAPOR GRAY VINYL COVEBASE BACK OF HOUSE WALL BASE p-5 PAINT PAINT BENIAMIN MOORE BENIAMIN MOORE OC-152 SUPER WHITE; ULTRA BLACK 2132-10; SEMI -GLOSS 3 - B-2 P-6 p q WC-1 WALL COVERING SIGN VENDOR CUSTOM WALL COVERING GRAPHIC R C AND WRAP AT WALL RETURNS; REFER TO FtW§d OW SD GROUT CITY OF TUKLVfLA G-1 GROUT LATICRETE 90 LIGHT PEWTER PORCELAIN TILE GROUT TO BE INSTALLED PER MFR'S INSTRUCTIONS y PERMIT CENTER CEILING G-2 GROUT LATICRETE 22 MIDNIGHT BLACK PORCELAIN TILE GROUT TO BE INSTALLED PER MFR'S INSTRUCTIONS GLASS CL-1 ACOUSTICAL TILE CEILING ARMSTRONG TILE: 2x2; #534 CIRRUS TEGULAR EDGE• WHITE GRI D. 15 16" PRELUDE RID; WHITE / SEE A300 FOR ADDITIONAL INFORMATION GL-1 GLASS CLEAR TEMPERED STOREFRON GLASS PROVIDED BY STOREFRONT VENDOR MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE 11634 REGISTERED '"1J ARCHITEC T !EWA M NUSON SINGT ON STORE#: 047 PROJECT: WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM /1BQ/ DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/PERMIT /BID 05.23.2019 TENANT REVISION 08.08.2019 ISSUE FOR CONSTRUCTION 08.08,2019 QCLARIFICATION REVTENANTISION 09.05.2019 REVIEWED FOR 8BE COMPtlAr4eE- APPROVED City of Tukwila SHEET TITLE: FINISH PLAN REVISION NO. I J.8 ADJACENT TENANT (N.LC.) J T G.8 107'-9 3/4" (E) V.I.F. LEASE LINE TO LEASE LINE I I I 22'-9 3/8" (E) V.I.F. 5'-61/2" (E) V.I.F. 30'4' (PER LL. BASE BUILDING DWGS) V.I.F. 30'-0" (PER LL. BASE BUILDING DWGS) V.I.F. 15'-0" (PER LL. BASE BUILDING DWGS) V.LF, - V-6 3/8" (E) V.I.F. LEASE LINE TO LEASE LINE LEASE LINE COL. CL TO COL. CL COL. CL TO COL. CL COL. CL TO COL. CL COL. CL TO TO LEASE LINE 2'-111/2" (E) V.I.F. LEASE LINE LEASE LINE TO LEASE LINE ( 2 0 1/4 W 2'-0 1/4" 6" 13'-10 1/2" 6„ 2'-O" 6" 13'-7" 6'!-,),2'-0" 6" 13'-101/2" 6" 6" T-0" HOLD vUw LANDLORD SERVICE _ o o '- CORRIDOR (N.I.C.) z ADJACENT TENANT IN.LC.) 114- >J _ M8b •-•---.. ........_ m o T M6b 171 MS M M6b I M8b Z ( 2 m w _ ¢ LB w✓ 1d 4 vc�l 1 D2 8' 101/2" 411p" zncr FRAME ( Q +{ w w I 1 ME M10b M12b M10b <M17b M19Y Mllb M10b M12b MlOb M17 ) I +i WZW j j 6 a ( I vGI 4'-0" 1 W S2 ANAGER'S S'-6" -y E1 OFFICE HALLWAY SEE SHEET 1q ~ { EZ C2 TOILET ROOM 2 A210 N d S3 K1 TCl ❑ -- -ALIGN l c w SEC - - I MlOb Ml2b 410b � ¢ MlOb M12b <EUD 11 I I I H W Cf M1b1 ( RI -i q ( ( II II i c' W N W 1 °- +{ { +{ ( z S1 w w Nl { --- - 1 ;+Nl R2 ( m m SALES FLOOR ro ( " l z 0 0 M2bl v= � M � i i W m > �n w V 0 =' m 3'-0" 2'-0 3 4" 3,_0„ 5,_0„ { ' m O m w STUDIO I / ( {{ l p w w?? STOCKROOM i Ci 1 ( I ,� j I ) m v ¢ cmv "' i 17b M10b M12b M10b M176 a M 1 Mllb MlOb M126 M1Db M17b G w ,t, CI T1 T1 I - II 2'-6" ___ M15b { I M19s i Cl S-6 314„ TOINSI E 5, 6„ ;: = -I_. STORED D j m GLASSON +{ + 'v 2 < ¢ ( m m M10b M12b lob M19t M10b M126 MSOb lam, (3'-0" MIN.) 7 Cl I C7 N G7 4'-10" w Q D 4 `t 1 Q ( i FRAME 9, O O U O LBl 1 3, I O M6b M7b ( MS M b M6b ( M8b ,t uXi vXi O O uXi vxi h vXi M8b I I 2'-01/4 V-0 1/4" 6„ 13'-10 1/2" 6"Ie le V-p1( 6" 13'-7" 6, 2'-0"'J6` 13'-101/2" 6' 3'-9 5/8"'t ( HOLD (ALIGN WITH M5 FIXTURE OPP.) V-4" (E) V.I.F. COL CL TO COL. CL ( r----------------------------� 31'-3 3/8" (E) V.I.F. 28'-B" (PER LL. BASE BUILDING DWGS) V.I.F. 41'-1" (PER LL. BASE BUILDING DWGS) V.I.F. V-S" (E) V.I.F. SEE SHEET A030 FOR EGRESS AND FIXTURE { I LEASE LINE TO COL CL COL. CL TO COL. CL COL. CL TO COL COL. CL TO CLEARANCE REQUIREMENTS. CL LEASE LINE --------------------------- r-----------------------------i 102'-5 3/8" (E) V.I.F. SEE SHEET A020 FOR CLEARANCE LEASE LINE TO LEASE LINE `REQUIREMENTS AT DOORS { ---------------------------- J 8 ADIACENTTENANT(N.LC.) { 1 FIXTURE PLAN A220 1/4"=1'-O" SHEET NOTES 1. TENANT FIXTURE VENDOR SHALL CONTACT ARCHITECT IMMEDIATELY AND PRIOR TO FABRICATION IF ANY FIXTURES OR FIXTURE SIZES CHANGE FROM WHAT IS CURRENTLY INDICATED IN THIS DRAWING SET. 2. TENANT FIXTURE VENDOR SHALL REFER TO SHEET A020 AND A030 FOR ACCESSIBILITY AND CLEARANCE COMPLIANCE REQUIREMENTS. 3. QUANTITIES INDICATED IN THIS SCHEDULE ARE FOR TENANT'S PURPOSES ONLY. CONTRACTOR/VENDOR SHALL SUBMIT BIDS/QUOTES BASED OFF DRAWINGS NOT QUANTITIES INDICATED HERE. ARCHITECT MAKES NO GUARANTEETHAT QUANTITIES LISTED ARE ACCURATE. 4, ALL FURNITURE PROVIDED BY TENANT FIXTURE VENDOR U.N.O. AND REQUIRES PARTIALASSEMBLY BY G.C. FOR INSTALLATION. S. G.C. TO UNPACK ALL WALL HARDWARE AND SHELVES AND INSTALL AT SALES AREA PERIMETER PRIOR TO PUNCH. ALLSHELVING TO BE WIPED DOWN PRIOR TO PUNCH. 6. G.C. TO RECEIVE AND VERIFY QUANTITIES AND ANY DAMAGE UPON RECEIPT. G.C. TO NOTIFY OWNER IMMEDIATELY OF ANY DISCREPANCIES OR DAMAGE. 7. REFER TO ELECTRICAL DRAWINGS FOR ALL FIXTURES REQUIRING ELECTRICAL SERVICE AND CONNECTION. FIXTURE PLAN KEYNOTES �1 PLACE FIXTURE TO ALIGN WITH FLOOR TRANSITION, SHOWN DASHED. SEE A210 FOR ADDITIONAL INFORMATION. 2 CASHWRAP AND POS SYSTEM. SEE DETAIL 0 1t A620 FOR ADDITIONAL INFORMATION. 3 BACKWRAP AND LED DISPLAY WALL. SEE DETAIL 16 A620 FOR ADDITIONAL INFORMATION. O4 BRUSH WALL. SEE DETAILS 11 A620 13 A620 AND 14 A620 FOR ADDITIONAL INFORMATION. 5 ALIGN FIXTURE WITH CORRESPONDING/MATCHING FIXTURE OPPOSITE SIDE. a �6 G.C. TO PROVIDE 2" GROMMET HOLE FOR MANGER'S DESK. INSTALL CENTERED ON LENGTH OF DESK, 4" FROM BACK EDGE OF DESK SURFACE. O WALL MOUNTED TELEVISION, SHOWN DASHED. FIXTURE SCHEDULE KEY ACTUAL QTY. TYPICAL CITY. DESCRIPTION KEY ACTUAL CITY. TYPICAL CITY. DESCRIPTION KEY ACTUAL QTY. TYPICAL QTY. DESCRIPTION Mibl 1 1 CASHWRAP-4WELL C1 3 3 CHAIR -STUDIO 2 SEC 1 1 SECURITY ..-..._..__._ M2b1 _... 1 -.._..--- - 1 --------------- -------- ----_._ ...------------- BACKWRAP-4WELL <= 1 1 - CHAIR - OFFICE - ULINE H-4118 M4 1 GRAB AND GO FIXTURE -TBD Dl 1 1 DESK AND SHELVES 1 ----------- MS ------ 2 --.._-- 2 ------ ------------------....-- ----------._.-..... _ ..--.....-.._.__-_._. BRUSH WALL -- D2 ----- 1 -------- 1 --..--.._.._ ....-------- ----- -------..__ .. _---------------- -.----------------- DRAWING TUBE HOLDER - REFER TO PLUMBING DRAWINGS --.....---_.. -_..._...._-- --. - -----------..-------.---- ...--------.-- -...._._._._.__--._..._-....-- M6b 4 4 STANDARD WALL <= 1 1 ELECTRICAL CABINET- DATA M7b 4 4 STORY WALL E2 1 1 ELECTRICAL CABINET- MEDIA __ MSb -- 4 __----- 4 - ...-------- ------..- __..---- MIRROR WALL -- -------- F2 - ---- 1 ------ -- 1 -- ----------- -----------------... .-------------.. _--- ------ --.._..-- FILING CABINET- 2DRAWER - ULINE H-1914BL-BLACK ------- - --- --- ----_----------- ------------ ----_.__.-_...._-- -._..---.-..- __._ _.-...-...._ M10b __4___ ... _....-._--... 16 - 16 --------_-.._--- ----._.-..___. .--------- ....----..-_ . _._.._.-----------' ---- GONDOLA -------- Kl --- -- 1 ---- 1 --'-------------- --.___ ....-------------------- -- FIRST AID KIT -'------- - ----- -- - -----.._....--------_------------- ----._.._ ___-_--- ------ -___._._ M11b 2 2 CONSULTATION TABLE L1 1 1 LOCKERS - SIX TIER (3)WIDE - ULINE H-4809GR-GRAY M12b ------- 8 8 ----- -.... HYGIENE TABLE ----.-_ __..._.._--. _ ...--------------- <= 1 1 LADDER AND HOOK- ULINE B' H-2797 / EVERBILT 10-3/4" BLACK HEAVY LADDER HANGER M15b 2 2 NESTING FEATURE TABLE N1 1 1 MICROWAVE - MAGIC CHEF HMM1611ST M17b 6 6 END CAP- SINGLE DRAWER Rl 1 1 REFRIGERATOR - MAGIC CHEF HVDR104OW - - -- M19s - - 2 - 2 ---------..--- - ------------ - ---------- - -- TOWER -SHORT -- - R2 - --- 1 1 _. - - - ---- - -- ... - - -- __.._ ...- - -- COAT RACK-RICHELIEUHARDWARE16925BAG --- -- - - --- - -- - - --- - -- - - ---- --- ------ M19Y --- 2 ---- 2 - --- - ---- - - . _ -------- _ - .- -- TOWER -TALL - -- <= 4 -- -- 20 ---------- --- ------ --- - STOCKROOM SHELVING -18"D X 48"W X 96"H - EXCALIBUR STEEL BOLTLESS - -- -- - - -- -- ---------- -- ----- - - - M20 1 1 NESTING ISLAND TABLE <= 1 1 SAFE G.C. TO SLEEVE BOLT SAFE TO THE FLOOR M21 LBi M23 1 2 1 1 2 1 COMPLEXION TOWER GROUPING B - 4'-10"W X 11'-3"H LIGHT BOX WALL MOUNTED LASH FIXTURE (3 PANELS) S3 SX 1 20 1 _ 0 2 TOILET ROOM SHELVING - S AN X 36" F R PLYWOOD SHELVES PAINTED WHITE WITH SURFACE MOUNTED S ANDARDS __-_-_-__- MOBILE SHELVING - 18"'D X 48"W X 96" H 4 SHELVING UNITS TO 1 CARRIAGE ( ) TABLE STUDIO - _ FiEiGEiV .b c ___ _, _ - ,--_- _. _CfTY._O�-T_L}iC�VILh1-- <= 2 Bl 1 _ 1 --- --- - — CORKBOARD - 4'W X 3'H - ULINE H-3946 TCl _ - 1 - 1 -- -_ — — --- -- - EMPLOYEE TIME CLOCK - REFER TO ELECTRICAL DRAWINGS -- - — - — --- -- -- -- -PERMIT CENTER__ 82 1 1 DRY ERASE BOARD - 4 W X 3'H - ULINE H-617 WATER FILTRATION SYSTEM - REFER TO PLUMBING DRAWINGS Wl 1 1 MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE 11634 REGISTERED ARCHITEC T STATE OF DREW R. MAG SON �' W ASH TON STORE #: 047 PROJECT: MORPHE WESTFIELD SOUTHCENTER SPACE#1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM / JBQ / DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/PERMIT/BID 05.23.2019 TENANT REVISION 08.08.2019 ISSUE FOR CONSTRUCTION 08.08.2019 I GODE COMPLIANCE I SHEET TITLE: FIXTURE PLAN r: =Q WALL DUPLEX OUTLET WALL QUADRIPLEXOUTLET Q FLOOR BOX FOR DUPLEX OUTLET Q DATA OUTLET (WALL MOUNT) O PASS-THRU JUNCTION BOX (MOUNTED FLUSH IN WALL) PLAN KEYNOTES Ol OUTLET MOUNTED AT 13" A.F.F. OZ OUTLET MOUNTED AT 89" A.F.F. O OUTLET MOUNTED AT 29" A.F.F., COORDINATE WITH MILLWORK CUT-OUTS. O OUTLET MOUNTED AT 18" R.F.F. O OUTLET MOUNTED AT 17" A.F.F. �bj G.C. TO PROVIDE CONDUIT AND CAT 5 CABLES FOR LED DISPLAY. REFER TO 16/A620 AND ELECTRICAL' DRAWINGS FOR ADDITIONAL INFORMATION. O J-BOX- SEE DETAIL 16/A620 FOR MOUNTING HEIGHT. OS HDMI PORT MOUNTED AT 29" A.F.F. 2 9 OUTLET MOUNTED AT 24" A.F.F. -OUTLET TO BE MOUNTED HORIZONTALLY 10 RECESSED HDMI/DATA PORT AND POWER FOR FUTURE TV MONITOR. COORDINATE LOCATION WITH 5/A400, 11 DUPLEX RECEPTACLE AND DATA TO BE INSTALLED AT TWO LOCATIONS, (1) EACH AT TV MONITOR AND (1) EACH AT 18" A.F.F. - SEE ELEVATION S/A400. RECEIVPD CITY OF ESEP 13.2019 PERMIT CENTER fa MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE �634 FARCHITEC GISTERED T EWAS MAG USON SGT ON STORE#: 047 PROJECT: M®RPHE WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/EPROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM /JBQ / DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 //LLL/�PERMIT [BID 05.23.2019 Z� TENANT REVISION 08.08.2019 ISSUE FOR CONSTRUCTION 08.08.2019 TENANT CLARIFICATION Q REVISION 09.05.2019 SHEET TITLE: FIXTURE OUTLET LOCATION PLAN REVISION NO, I ADJACENT TENANT (N.I.C.) ay o MANAGER'S OFFICE i" `-" A.C.T. CEILING @ +9-0" A.F.F. z °' J iD CL-1 C NONE J.F t ADJACENT TENANT {N.LC.) � ,J \1 Y107-9 3/4" (E) V.I.F. LEASE LINE TO LEASE LINE 22'-9 3/8" (E) V.I.F. T-61/2" (E) V.I.F. 30'-0" (PER LL BASE BUILDING DWGS) V.I.F. SE LINE TO LEASE LINE LEASE LINE COL. CL TO COL. CL TO LEASE LINE 2'-111/2" (E) V.I.F. LEASE LINE TO LEASE LINE HALLWAY A.C.T. CEILING @ +9'-0" A.F.F. CL-1 LANDLORD SERVICE EQUAL EQUAL �- CORRIDOR (N.I•C.) YM 6 i TOILET ROOM GYP, BD. CEILING @ +8'-6" A.F.F.' 3'_6" 4'-113J4" q' p" 4 p-- 51-111/4" E P-1 7 � A A YS A A IRi EQ. EQ. EQ. EQ. EQ. N 3 4 5 0 5 0 S,_0��-E5:-0,i _.... �. Y w II 1 I i C, U -. d I c z z 2 I d K K 1 w Q z V p I - - a w a jl U Q t`1 ul J .�11 r! � I i... i" 1 if j 1 i K K I I i i 111 I; _ - 2 }I ill " it a �i ii li 3 C2 n l _.. n ii A P. 10 t EQ " K It II II ii it ii II Ki II EQ. 2 _v d Is w B' 3'-0" 3'-0" EQ.'B' 1 REFLECTED CEILING PLAN 30'-0" (PER LL BASE BUILDING DWGS) V.I.F. EQUAL 15'-0" (PER LL, BASE BUILDING DWGS) V.I.F. _ _- -_ ----- - 4-0" 4.0" EQUAL 5'-111/4" 44' 4'-p" 6111 ' /2" q'-p" -- - --------- -- - o -- --P Yl A A A Y1 A A 3 A Y1 A ��'"n'- EQ. EQ. EQ. EQ. EQ, EQ. EQ E 9-- S 0 �A t - _ II I 01 -i N } 1 2'_0" 4_91, II 3_9" 3'_9" 3'_9,3'_y�- 3'_9" T3,_9„ I 3,_g „ r"I II I I 3t i� �I } (II' } I ' - 1 :4Q w } i 1-I-i } i q`I 3 u;.t2q��A --AI _ X i (Jim Q t 1 TAlw " i I 77— C2 C2 ' C2 C2 i C2 C2 C2 I MA -MA - -----},--=- ---� i } 1 Jk .3'-4„5,-0„ ,0„5_0„5,_Q;y0�, 5'_0" „g 5�_O,y 5,_p„ ...... 5 0„ 5 0 y 2' 6„ <v y� y� w 1: -- �— - -- ---- A—Iot— �--- - A— v EQ. EQ. EQ. 0 EQ. EQ. EQ- EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. qj '0-�-��- - — E, 3'-8" P 3'-6" t P 4'-113/4" P 4'-0" P 4'4' P P 5'-11 1/4" EQUAL P 4'4' P 4'-0" EQUAL 5'-11 1/4" P 0' 4-03,_ 4' P '" P 6" op m -- I � - n tQUA� 1` I tQUAL (C EQUAL fi STOCKROOM STUDIO SALES AREA +11'-4 3/4" A.F.F. A.C.T. CEILING @ +11-5" A.F.F. GYP. BD. CEILING @ +11'-5" A.F.F. I I GYP. BD. CEILING @ +11'-5" A.F.F. B.O. GYP. BD. SOFFIT CL-1 P-1 I P-1 P-4 O2 12 ( 4COL CL TO COL. CL 31'-3 3/8" (E) V.I.F. 28'-8" (PER LL. BASE BUILDING DWGS) V.I.F. 41'-l" (PER LL. BASE BUILDING DWGS) V.I.F. LEASE LINE TO COL. CL COL. CL TO COL. CL I COL. CL TO COL. CL 102'-S 3/8" (E) V.I.F. LEASE LINE TO LEASE LINE 8 ADJACENT TENANT (N.6C.) 6.05 ,.11 SHEET NOTES 1. ALL CEILING HEIGHTS INDICATED ARE FROM FINISH FLOOR TO FINISH CEILING, U.N.O. 2. ALL DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH, U.N.O. 3. REFER TO ELECTRICAL DRAWINGS FOR EXACT NUMBER AND TYPE OF LIGHT FIXTURES TO BE PROVIDED. NOTIFY ARCHITECT SHOULD ANY DISCREPANCIES OCCUR. 4. COORDINATE CEILINGS WITH MECHANICAL. SEE MECHANICAL PLAN FOR LOCATIONS OF ALL DIFFUSERS, DUCTS, RETURN AIR GRILLES, SPRINKLERS, AND ANY ADDITIONAL MECHANICAL EQUIPMENT. 5. FIRE SPRINKLER SYSTEM SHALL BE DESIGN/BUILD BY GENERAL CONTRACTOR. ALL AUTOMATIC FIRE SPRINKLER SYSTEM ENGINEERING, MATERIALS, AND INSTALLATION TO BE BY LANDLORD'S DESIGNATED FIRE SPRINKLER CONTRACTOR IF REQUIRED. 6, SPRINKLER HEADS: A. IN GYPSUM BOARD CEILINGS SPRINKLER HEADS TO BE FLUSH CONCEALED TYPE WITH COVER PLATES TO MATCH CEILING FINISH COLOR. EXPOSED TYPE IN OTHER AREAS, UNLESS OTHERWISE NOTED. B. PROVIDE SPRINKLER HEAD LAYOUT AS REQUIRED BY LANDLORD'S INSURANCE AND BY CODE. 7. SPEAKERS: VERIFY SPEAKER QUANTITY AND LOCATIONS WITH TENANT. 8. G.C. TO COORDINATE ALL SPEAKER REQUIREMENTS WITH TENANT PRIOR TO ROUGH IN. 9. ACCESS MECHANICAL AND ELECTRICAL EQUIPMENT CONCEALED BY GYPSUM BOARD CEILING THROUGH MECHANICAL DIFFUSERS. 10. ALL LIGHT FIXTURES, HVAC EQUIPMENT AND DIFFUSERS SHALL BE SUPPORTED FROM TOP CHORD OF STRUCTURAL JOIST ABOVE. 11. COORDINATE WITH ALLTRADES INVOLVED TO ENSURE CLEARANCES FOR ALL CEILING RELATED I... APPURTENANCES NECESSARY TO MAINTAIN THE SPECIFIED FINISH CEILING HEIGHT AS NOTED ON THE DRAWINGS. '.. 12. CEILING SUSPENSION SYSTEM SHALL BE ATTACHED AT TWO ADJACENT WALLS, MAINTAIN TWO SIDES UNRESTRAINED. 13. PROVIDE CEILING ACCESS TO ALL LANDLORD EQUIPMENT. CONTACT LANDLORD FOR REQUIREMENTS. REVIEW CEILING ACCESS REQUIREMENTS WITH TENANT PRIOR TO INSTALLATION OF ACCESS PANELS. REFLECTED CEILING PLAN KEYNOTES O REFER TO 12B/A600 FOR TYPICAL GYP. BD. CEILING ASSEMBLY. O REFER TO 13/A600 FOR TYPICAL A.C.T. CEILING ASSEMBLY. REFER TO SHEET A630 FOR SEISMIC RESTRAINT REQUIREMENTS. 3O SPEAKER SYSTEM. TENANT VENDOR TO PROVIDE PLASTER RING, G.C. TO INSTALL AND MUD IN PLASTER RING IN DRYWALL CEILING FOR RECESSED SPEAKERS. COORDINATE EXACT JUNCTION BOX LOCATIONS WITH TENANT VENDOR. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. O "RETAIL NEXT" DATA SENSOR LOCATION. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. O ALL ACCESS PANELS TO BE STEALTH STYLE WIND -LOCK 24" X 24" MIN., U.N.O. G.C. TO PAINT TO MATCH ADJACENT CEILING OR WALL FINISH, SIZE AND LOCATE AS REQUIRED FOR SIGNAGE ACCESS. O LIGHTING TIME CLOCK. G.C. TO VERIFY MALL AND STORE HOURS. LIGHTS TO BE SET AS FOLLOWS; MONDAY THROUGH SATURDAY-ON:7AM/OFF:I2AM AND SUNDAY-ON:9AM/OFF:9PM. SEE SHEET E300 FOR ADDITIONAL INFORMATION. O LINE OF STOREFRONT SIGNAGE ABOVE. SEE SIGN SHOP DRAWINGS. 8 SECURITY CAMERA LOCATION. COORDINATE EXACT LOCATION WITH TENANT VENDOR. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. O CEILING MOUNTED BACKDROP (12 FT UNIT). G.C. TO PROVIDE & INSTALL CONCEALED FRT BLOCKING AS REQUIRED. COORDINATE INSTALLATION REQUIREMENTS WITH MANUFACTURES INSTRUCTIONS 10 CEILING MOUNTED CURTAIN TRACK. G.C. TO PROVIDE & INSTALL CONCEALED FRT BLOCKING AS REQUIRED. 11 DUPLEX RECEPTACLE, AS SHOWN. INSTALL PARALLELTO STOREFRONT GLAZING. 12 REFER TO 12A/A600 FOR INSULATED GYP. ED. CEILING ASSEMBLY AT THE STUDIO. 13 PROVIDE ACCESS PANEL AS REQUIRED FOR HVAC UNITS ABOVE CEILING. ACCESS PANEL TO BE STEALTH STYLE WIND -LOCK MINIMUM SIZE REQUIRED FOR ACCESS COORDINATE LOCATION WITH TENANT, V-6 3/8" (E) V.I.F. COL CL TO LEASE LINE i SEE SHEETA210 FOR FINISH SCHEDULE i I---------------------------J r-------------------------"-� G.C. SHALL COORDINATE AND } IMPLEMENT ALL DIRECTIONAL i jLIGHTINGWITHCURRENT"MORPHE- j LIGHTING OVERVIEW" INCLUDED IN t THE BID PACKAGE. DIRECTIONAL j LIGHTING SHALL BE AIMED AS j IDENTIFIED IN DOCUMENT AND i COORDINATED WITH CURRENT } REFLECTED CEILING PLAN AND FIXTURE PLAN WITHIN THE PROJECT'S i CURRENT CONSTRUCTION DOCUMENT } j PACKAGE. ANY QUESTIONS TO BE I.. '-5" (E) V.I.F. i COORDINATE WITH MORPHE PROJECT COL. CIL } MANAGER PRIOR TO COMPLETION OF LEASE LINEt j CONSTRUCTION. REFLECTED CEILING PLAN LEGEND RECESSED 2-LIGHT DIRECTIONAL ® EXITSIGN A A 9—:17 EXIT SIGN / EMERGENCY LIGHT COMBINATION 0 RECESSED DIRECTIONAL- SEE ELECTRICAL FOR ADDITIONAL INFORMATION X1 Bl 9=1� EMERGENCY LIGHT Y 9 RECESSED EMERGENCY LIGHT RECESSED DOWN LIGHT - SEE 18/A600 AND MANUFACTURER'S INSTALLATION INSTRUCTIONS ® HVAC SUPPLY AIR DIFFUSER C2 F-71 rzz� HVAC RETURN AIR DIFFUSER ® EXHAUSTFAN RECEIVED RECESSED 2X2 DOWN LIGHT CITY OF TUKWILA 1 (D SPEAKER SEP 13 2019 © "RETAIL NEXT" DATASENSOR PEFii'NT CENTER KO LINEAR DOWN LIGHT (SUSPENDED AT 12'-0" A.F.F. WHERE NO CEILING EXISTS) ACCESS PANEL a © SECURITY CAMERA - CEILING/SURFACE MOUNTED 191 MINI RECESSED ADJUSTABLE WALL WASHER (ARROW POINTS IN � . SECURITY CAMERA'- WALL MOUNTED P DIRECTION OF LIGHT) CEILING MOUNTED: DUPLEX RECEPTACLES MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 fim &m*els A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651,690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE STORE #: 047 PROJECT: MORPHE WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM/JBQ/DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL / PERMIT / BID 05.23.2019 A TENANT REVISION 08.08.2019 ISSUE FOR CONSTRUCTION 08.08.2019 LTENANT CLARIFICATION REVISION 09.05.2019 REVIEWED FOR CODE COMPLIANCE APPROVED —SEP 27 2019 City ofTukwila BUILDING DIVISION 1 RIGHT SALES AREA WALL ELEVATION A400 1/4"=1'-O" `3� LEFT SALES AREA WALL ELEVATION A400 1/4"=1'-0" 2 INTERIOR STOREFRONT ELEVATION A400 1/4"=1'4" 4 REAR SALES AREA WALL ELEVATION A40 V 1/4"=1'-0" B.O. DISPLAY SOFFIT fJ,_ 3 7 2 TYP. 28... 1 TYP. 1 TYP. 1 P. 21 2 B.O. GYP. BD. CEILING 2 +11'A.F.F. j cr i r ! EQUA(. I EQUAL 9 w99 / FINISH FLOOR =4, S ITYP. ITYP. 27 26 25 19 24 5 ITYP. 22 0 a B o 0 5 STUDIO ELEVATIONS A400 1/4"=1'-0" Ol WALLS TO BE PREPPED TO A LEVELS FINISH AND PAINTED AS SCHEDULED ON A210. O2 GRAPHIC WALL COVERING FURNISHED AND INSTALLED BY SIGN VENDOR. REFER TO SHEET A210 AND SIGN SHOP DRAWINGS FOR ADDITIONAL INFORMATION. 3O BRAKE METAL FINISH. REFER TO SHEET A210 AND STOREFRONT SHEETS FOR ADDITIONAL INFORMATION. 4O WALL BASE AS SCHEDULED ON SHEET A210. O DOOR AND FRAME AS SCHEDULED. REFER TO SHEETS A200 AND A610 FOR ADDITIONAL INFORMATION. O6 CEILING MOUNTED EXIT SIGN. REFER TO SHEET A300 AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. (7 WALL MOUNTED EXIT SIGN. REFER TO SHEET A300 AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. SO PERIMETER SALES AREA DISPLAY FIXTURES. SEE SHEETA220 FOR ADDITIONAL INFORMATION. O REFER TO 2/A400 AND STOREFRONT SHEETS FOR ADDITIONAL INFORMATION REGARDING STOREFRONT CONSTRUCTION. 10 REFER TO SHEETS A300 AND AS10 FOR ADDITIONAL INFORMATION REGARDING STOREFRONT DISPLAY AND ENTRY SOFFITS. 11 LIGHT BOX, SEE RESPONSIBILITY SCHEDULE. 12 LED DISPLAY WALL. REFER TO SHEETA220 FOR ADDITIONAL INFORMATION. 13 PROVIDE PLYWOOD BACKING AS DIMENSIONED, SHOWN DASHED. 14 STOREFRONT GLAZING AS SCHEDULED. SEE STOREFRONT SHEETS FOR ADDITIONAL INFORMATION, 15 CASHWRAP. SEE SHEET A220 FOR ADDITIONAL INFORMATION. 16 "STANDARD WALL" LAYOUT CONCEPTUAL AND MAY INCLUDE SOME VARIATION. G.C. TO REFER TO VISUAL MERCHANDISING PLAN FOR FINAL CONFIGURATION AND REQUIREMENTS. G.C. SHALL INSTALL ALL REQUIRED SHELVING. 17 G.C. TO INSTALL FABRIC GRAPHICS FURNISHED BY TENANT VENDOR. COORDINATE INSTALLATION WITH TENANT PROJECT MANAGER. 18 PROVIDE IN WALL BLOCKING AS REQUIRED. COORDINATE WITH FIXTURE VENDOR. 19 STUDIO DOOR GRAPHIC FURNISHED AND INSTALLED BY SIGN VENDOR. 20 TV MONITOR (SHOWN DASHED). G.C. TO PROVIDE CONCEALED FRT BLOCKING AS REQUIRED 21 POWER AND DATA/ HDMI RECESSED RECEPTACLE. REFER TO ELECTRICAL DRAWINGS. 22 ACOUSTICAL INSULATED PANELS AT STUDIO. APPLY IN FULL MODULES. DO NOT CUT PANELS. WALL MOUNTED TEMPERATURE SENSOR. SEE 24 ALUMINUM ENTRY SYSTEM, SEE DETAIL 20/A610 FOR INFORMATION ON SIDELITE FRAME. 25 SWITCHBANK FOR STUDIO LIGHTS - SEE ELECTRICAL FOR ADDITIONAL INFORMATION 26 VOLUME CONTROL SWITCHES -SEE ELECTRICAL FOR ADDITIONAL INFORMATION. COORDINATE ALL REQUIREMENTS WITH TENANTS MUSIC VENDOR 27 THERMOSTAT- SEE MECHANICAL PLANS FOR ADDITIONAL INFORMATION. AT GRAPHIC LOCATIONS NOTED, WALLS BEHIND GRAPHICS INCLUDING ENTIRE WALL FACE AND RETURN WALLS (WHERE PRESENTTO RECEIVE LEVEL S FINISH. FULL EXTENT OF WALLS AND RETURNS TO BE WIPED DOWN AND CLEANED FREE OF ALL CONSTRUCTION DUSTAND DEBRIS AFTER EACH FINISH APPLICATION INCLUDING PRIMER AND PAINT COATS. G.C. TO COORDINATE ALL REQUIREMENTS PRIOR TO FINISH APPLICATION WITH GRAPHICS VENDOR AND MORPHE PM. MORPHS 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94193 A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE 11634 REGISTERED ARCHITEC T DREW R. MAGN SON STATEOFWASH TON STORE #: ®qL� 7 PROJECT: �1�COTRION WESTFIELD SOLITHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM /JBQ/ DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 ILL / PERMIT / BID 05.23.2019 2L TENANT REVISION 08.08.2019 ISSUE FOR CONSTRUCTION 08.08.2019 QTENANT CLARIFICATION REVISION 09.05.2019 SHEET TITLE: SALES AREA INTERIOR ELEVATIONS REVISION NO, I s B.O. A.C.T. CEILING 0) T.O. FINISH FLOOR 0'-0" � STOCKROOM ELEVATIONS �A410 1/4"=V-0" B.O. A.C.T. CEILING A.F.F. T.O. FINISH FLOOR 0'-0" �z HALLWAY ELEVATIONS �41�0 1/4"=1'-O" (D TYP. EO 101 a TYP. 18 19 1 12 12 1 TYP. 12 1 TYP 10 1 YP 06"CEILING `D �2'- A.F.F. a_ ifir I / � a - N N 6" N 4, N 'CAB_ 14 1-6 7 \�` 7 E:� 11 MED 2z 2 20_ CAB: a o - v e o _ o N N T.O. FINISH FLOOR 0'-0" 7 11TY, 11 7 14 11 7 14 3 .n,P 11 3 -T,�P 4 IT Y P.. 7 0 0 0 0 3 MANAGER'S OFFICE ELEVATIONS A410 1J4"=1'-0" 311111111 O WALLTO 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. L... O NOT USED. L.. WALL BASE AS SCHEDULED ON SHEET A210. O DOOR AND FRAME AS SCHEDULED. REFER TO SHEETS A200 AND A610 FOR ADDITIONAL INFORMATION. O WALL MOUNTED EXIT SIGN. REFER TO SHEET A300AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. O TOILET ROOM SIGNAGE. REFER TO SHEET A020 FOR ADDITIONAL INFORMATION. O BACK OF HOUSE FIXTURES. REFER TO SHEET A220 FOR ADDITIONAL INFORMATION. O FIRE EXTINGUISHER. REFER TO SHEETA200 FOR ADDITIONAL INFORMATION. O MOP SINK. REFER TO DETAIL 13/A700 FOR ADDITIONAL INFORMATION. 10 DOOR BUZZER MOUNTED ABOVE DOOR. REFER TO ELECTRICAL SHEETS. 11 24" DEEP WORK SURFACE ON 22" BRACKETS. 12 12" DEEP SHELF ON 12" BRACKETS. 13 LOCATION OF ELECTRICAL EQUIPMENT. EXTENTS SHOWN DASHED. REFER To SHEET A200 AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 14 LOCATION OF ELECTRICAL AND DATA RECEPTACLES AT MANAGER'S DESK. REFER TO ELECTRICAL SHEETS. 15 WATER HEATER LOCATION. REFER TO PLUMBING DRAWINGS. 16 INSTALL F.R.P. AS DIMENSIONED. SEE SHEET A210 FOR ADDITIONAL INFORMATION. 17 SWITCH PLATE. SEE ELECTRICAL DRAWINGS. 18 (2) 2" CONDUITSLEEVES - REFER TO ELECTRICAL DRAWINGS 19 QUAD OUTLET- REFER TO ELECTRICAL DRAWINGS. 20 CABINET BACKER BOARD. PAINT TO MATCH WALL FINISH. 21 HIAO DRINKING FOUNTAIN. SEE DETAIL 14/A700 AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 22 TELEPHONE BOARD. PAINTTO MATCH WALL FINISH. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 23 SECURITY ALARM KEYPAD 24 THERMOSTAT -SEE MECHANICAL FOR ADDITIONAL INFORMATION 41 NOT USED RECEIVED CITY OF TUKWILA SEP 13 2019 PERMIT CENTER MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE ma's34 REGISTERED `1J ARCHITECT DREW R. MAG SON STATE OF W ASH GT ON STORE#: 047 PROJECT: MORPHE WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM / JBQ / DRM ISSUES AND REVISIONS: 100% CHECKS ET 05.16.2019 LL/PERMIT /BID 05.23.2019 TENANT REVISION 08.08.2019 ISSUE FOR CONSTRUCTION 08.08.2019 SHEET TITLE: BACK OF HOUSE INTERIOR ELEVATIONS NOTES ALUMINUM STOREFRONT/ STUDIO FRAMED GLAZING AND ENTRY SYSTEMS ALL STOREFRONT SHOP DRAWING SUBMITTALS SHALL INCLUDE THE FOLLOWING: 1. ALUMINUM FRAMED GLAZING SYSTEM "FLOOR PLAN" SHOWING FULL EXTENTS AND ALL PLAN RELATED COMPONENTS. 2. ALUMINUM FRAMED GLAZING SYSTEM "ELEVATIONS" SHOWING FULL EXTENTS AND ALL ELEVATION RELATED COMPONENTS. 3. ALUMINUM FRAMED GLAZING SYSTEM "SECTIONS" SHOWING FULL EXTENTS AND ALL SECTION RELATED COMPONENTS. 4. ALUMINUM FRAMED GLAZING SYSTEM "DETAILS" SHOWING FULL EXTENTS AND ALL DETAIL RELATED COMPONENTS. INCLUDE ALL TRANSITION DETAILS TO ADJACENT MATERIALS AT HEAD, JAMB AND SILL CONDITIONS. S. ALL GLAZING TYPES WHICH MATCH THE CONSTRUCTION DRAWINGS INDICATED CLEARLY ON SHOP DRAWINGS. 6. ALL DOOR TYPES WHICH MATCH THE CONSTRUCTION DRAWINGS INDICATED CLEARLY ON SHOP DRAWINGS. 7. ALL HARDWARE FOR ALUMINUM FRAMED GLAZING SYSTEM, ENTRY DOORS AND STUDIO DOORS WHICH MATCH THE CONSTRUCTION DRAWINGS INDICATED CLEARLY ON SHOP DRAWINGS. BREAK METAL STOREFRONT APPLICATIONS ALL STOREFRONT SHOP DRAWING SUBMITTALS SHALL INCLUDE THE FOLLOWING: 1. BRAKE METAL SYSTEM "FLOOR PLAN" SHOWING FULL EXTENTS AND ALL PLAN RELATED COMPONENTS. 2. BRAKE METAL SYSTEM "ELEVATIONS" SHOWING FULL EXTENTS AND ALL ELEVATION RELATED COMPONENTS. 3. BRAKE METAL SYSTEM "SECTIONS" SHOWING FULL EXTENTS AND ALL SECTION RELATED COMPONENTS. 4. BRAKE METAL SYSTEM "DETAILS" SHOWING FULL EXTENTS AND ALL DETAIL RELATED COMPONENTS. INCLUDE ALL TRANSITION DETAILS TO ADJACENT MATERIALS AT HEAD, JAMB AND SILL CONDITIONS. 5. BRAKE METAL MAXIMUM LENGTHS AND WIDTHS WHICH MATCH THE CONSTRUCTION DRAWINGS INDICATED CLEARLY ON SHOP DRAWINGS. 6. BRAKE METAL GAUGE/THICKNESS WHICH MATCH THE CONSTRUCTION DRAWINGS INDICATED CLEARLY ON THE SHOW DRAWINGS. 7. BRAKE METAL FINISH INCLUDING COLOR AND SHEEN WHICH MATCH THE CONSTRUCTION DRAWINGS INDICATED CLEARLY ON THE SHOP DRAWINGS. ALL GAPS IN GLAZING TO BE EQUAL AND WITHIN GUIDELINES SPECIFIED. GAPS TO BE 1/4" MAX., 1/8" MIN, -2� STOREFRONT PLAN A500 3/4"=1'-0" ----------- REVEAL V-3 1/8" ----'-'-'-' _-_-_____-_-_-- -_-_-------------------------_-_-_� I ( I K ( ,m I i o I � � I 24 16 19 7 19 16 7 19 16 ( I I _ _ _ _ — _ _ __ _ _ __ 17 1 15 1 A500 10'-61/2"± ' 7,-0" 10'-61/2"± EQUAL DOOR OPENING EQUAL 32'-2 1/2" V.I.F. 35'401/8" V.I.F. ---------- I � I ---- ( 6 --------�_� A520 REVEAL V-4 IRIECEIVED CITY OF 19 i M PERMIT CENTER N MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651,690.5525 www,finn-daniels.com CONSULTANTS: SEAL/SIGNATURE 11634 FARUCHITEC TERED T DREWR,MAG SON STATE OF W ASH TON STORE #: 047 PROJECT: MORP'HE WESTFIELD SOLITHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: ALM CHECKED BY: ALM/JBQ/DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/PERMIT /BID 05.23.2019 LANDLORD REVISION 08,08.2019 ZL TENANT REVISION 08.08.2019 ISSUE FOR CONSTRUCTION 08.08.2019 QTENANT CLARIFICATION REVISION 09.05.2019 m CODE BUILDING DIVISION SHEET TITLE: STOREFRONT PLAN AND ELEVATION REVISION NO 1 • (1 LEASE LINE. O2 EXISTING LANDLORD NEUTRAL PIER TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS REQUIRED. O3 EXISTING DEMISING WALL TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS REQUIRED. O4 EXISTING LANDLORD BULKHEAD TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS REQUIRED. OS 3/4"X3J4"BLACK ALUMINUM REVEAL. COORDINATE EXACT TYPE AND ATTACHMENT METHODS WITH LANDLORD PRIOR TO BID. O ALUMINUM GLAZING SYSTEM AS SCHEDULED. O CLEAR TEMPERED GLASS GL-1 . REFER TO STOREFRONT ELEVATION SHEETS FOR GLASS THICKNESS. OS 2"X2" GLAZING RAIL TO MATCH MT-1 . ANCHOR SECURELY AT TOP AND BOTTOM, TYPICAL. O9 2"X6" STOREFRONT GLAZING BASE TO MATCH MT-1 . ANCHOR SECURELY AT TOP AND BOTTOM, TYPICAL. 10 3/4" FIRE RATED PLYWOOD WRAPPED WITH BRAKE METAL MT-1 11 BACKER ROD AND SEALANT. 12 1/2" FIRE RATED PLYWOOD. G.C. TO PAINT p-4 . 13 5/8" TYPE 'X' GYP. BD. G.C. TO PAINT P-4 WHERE EXPOSED. NO FINISH REQUIRED WHERE COVERED. 14 5/8" TYPE 'X' GYP. BD. REFER TO A210 FOR ADDITIONAL INFORMATION. 15 3 5/8" 20 GAUGE METAL STUD FRAMING AT 16" O.C. 16 FIRE RATED BLOCKING, AS REQUIRED. 17 LIGHT BOX, SEE RESPONSIBILITY SCHEDULED. 2 18 1/8" MIN. 1J4" MAX GLAZING 19 1" WIDE KERF IN FIRE RATED PLYWOOD. DEPTH VARIES ON PLYWOOD THICKNESS. COORDINATE WITH BRAKE METAL VENDOR. 20 BRAKE/BEND BRAKE METAL TO RETURN INTO KERF. NO EXPOSED EDGES. 21 G.C. TO PAINT KERF/RABBET P4PRIOR TO INSTALLATION OF BRAKE METAL. 22 PROVIDE FULL DEPTH EDGE RETURN OF BRAKE METAL PANEL AT GYP. BD. 23 PROVIDE FULL DEPTH EDGE RETURN OF BRAKE METAL PANEL AT LIGHT BOX. 24 J-BEAD AND SEALANT. 25 WHERE ADJACENT TO METAL REVEALS PROVIDE FULL DEPTH EDGE RETURN OF BRAKE METAL PANEL. 26 1/2" WIDE RABBET IN FIRE RATED PLYWOOD. DEPTH VARIES DEPENDING ON PLYWOOD THICKNESS. COORDINATE WITH BRAKE METAL VENDOR. 27 EXISTING BASE BUILDING STRUCTURAL COLUMN TO REMAIN. PROTECT FROM DAMAGE. 28 STRUCTURAL PLATE, BELOW - REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 29 PROVIDE FULL DEPTH EDGE RETURN OF BRAKE METAL PRIOR TO INSTALL OF BACKER ROD AND SEALANT. 30 HSS POSTS - REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 31 HSS BEAM, ABOVE - REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 32 EXISTING LANDLORD BRIDGE ABOVE, SHOWN SHADED, TO REMAIN. PROTECT FROM DAMAGE. 33 PROVIDE EDGE RETURN OF BRAKE METAL AT GLAZING HEAD. 34 METAL STUD FRAMING. REFER TO STRUCTURAL DRAWINGS. 35 PROVIDE 1/4" WIDE RABBET 1/2" DEEP AT PLYWOOD WHERE METAL PANEL ADJACENT TO GLAZING HEAD RAIL. PROVIDE "J" RETURN OF METAL PANEL APPLICATION FOR DEPTH OF RABBET (1/2"). THERE SHALL BE NO EXPOSED EDGES OF METAL PANEL. 2'-4 1/2�_----- 3 5/8„ 3 3/8" 3 5/8" (E) V.I.f. 15 V-31/8" (E) V.I.F. LEASE LINE TO LEASE LINE 5 LEFT NEUTRAL PIER DETAIL A520 1 1/2 '=1'-0" 13 ` NOT USED CL. SEAM 10BRAKE METAL SEAM DETAIL A520 6"=1'-0" 14 NOT USED A520 I x3 I 6" r3 t 4 I } II r t v ' 5 I 25 B.O.(E)ILL. BULKHEAD T.O. TENANT FINISHES 16 SEE SHEET A510 34 34 I I I I I I I i 10 31 A 5/8' 3/4' 1 3 5/8" 5 1/2"± 35 M BULKHEAD DETAIL A520 J 3"=1'-0" 7 x } - ..;<. I � t 4 � i 32 t i 34 1 t ! >.; B.O. (E) LL. BRIDGE T.O. TENANT FINISH� i I SEE SHEETA510 I I i I 5 25 SO 34 13 31 S/8" 3/4 3 5/8" 5 3/4"± 3 n 7 BULKHEAD DETAIL A520 3"=1'-O" 3 3/4" V, 2„ 3/4„ EQ. �\ 17 BEYOND \\ T.O. FINISH FLOOR a-0" I 15 GLAZING SILL DETAIL A520 3"=1'-0" r41 NOT USED A520 tfi N 34 m B.O. DISPLAY SOFFIT SEE SHEET A510 24 h 15 10 23 ll 12 13 1 3 5/8" 4 3/4" 5/8" LIGHT BOX 12 LIGHT BOX HEAD DETAIL A520 3"=1'-O" 1/2" 3 S/8" 4 3/4" LIGHT BOX RECEIVED CITY OF TUKWILA 0jqq I # SEP 13 2019 PERMIT CENTER 16 LIGHT BOX SILL DETAIL A520 3"=1'-O" MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn•daniels.com CONSULTANTS: SEAL/SIGNATURE V-- M REGISTERED `11 ARCHITECT DREW R. MAG SON STATE OF W ASH T ON J STORE M 047 PROJECT: MORPHE WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: ALM CHECKED BY: ALM /JBQ / DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL / PERMIT / BID 05.23.2019 Z� TENANT REVISION 08.08.2019 ISSUE FOR CONSTRUCTION 08.08.2019 I APPROVED I City of Tukwila I SHEET TITLE: STOREFRONT DETAILS REVISION NO,-L E6�) NOT USED A530 1/111 NOT USED A530 LEASE LINE WHER OCCURS - RETURt BARRICADE TO NEUTRAL PIER, TY V'71 NOT USED A530 12 NOT USED A530 LEASE LINE — WHERE OCCURS - RETURN BARRICADE TO NEUTRAL PIER, TYP. ------ '----------- � 3'-0" I 3'_0" `—PAIR 3'-0" x 7'-0" DOORS FOR , NOTE: ACCESS. PROVIDE AND SEE BARRICADE GENERAL i CENTER ON INSTALL DEADBOLT LOCK VERIFY W/ i NOTES FOR ADDT INFO. j NEW ENTRY AND PAINT MANAGMENT-----------------J VERIFY WITH MALL OPERATIONS MANAGER VERIFY W/ MANAGMEN-1:::�j 16 BARRICADE ELEVATION R530 1 G.C. TO INSTALL F.R.T. BLOCKING, COORDINATE ALL REQUIREMENTS WITH 11/2" SIGNAGE VENDOR G.C. TO COORDINATE POWER REQUIREMENTS WITH ELECTRICAL DWGS. INDIVIDUALLY AND SIGNAGE VENDOR MOUNTED FACE LIT LETTERS q r-----------------------1 SIGNAGE SHOWN FOR REFERENCE ONLY. SIGNAGE j VENDOR TO SUBMITSIGN j SHOP DRAWINGS DIRECTLY TO I LANDLORD FOR REVIEWS AND APPROVALS UPON TENANT'S j REVIEW AND APPROVAL. L---------------------- i 3 STOREFRONT SIGN SECTION A530 1 1/2"=1'-O" r8� NOT USED A530 13 NOT USED A530 VERIFY W/ MANAGMENT 18 BARRICADE SECTION A53 V 1/4"=1'-O" (E) MALL BULKHEAD & LL. WALKWAY BRIDGE (WHERE OCCURS) VISQUEEN SUBSTRATE AS REQUIRED. SMOOTH FINISH. TBD BRACING AS REQUIRED. LEASE LINE/NEUTRAL PIER, WHERE OCCURS 9 NOT USED A530 r141 NOT USED A530 (E) MALL BULKHEAD & LL. WALKWAY BRIDGE (WHERE OCCURS) SUBSTRATE AS REQUIRED. SMOOTH FINISH. TBD BRACING AS REQUIRED. LEASE LINE/NEUTRAL PIER, WHERE OCCURS VERIFYW/' :" MANAGMENT 19 BARRICADE SECTION UNDER LL BRIDGE A530 1/4"=1'-O" f l M (/151 NOT USED A530 Oka : Oki Oki , • , • 1. G.C. SHALL COORDINATE TEMPORARY CONSTRUCTION BARRICADE PRIOR TO COMMENCEMENT OF CONSTRUCTION, PER INSTRUCTION OF MALL OPERATIONS MANAGER. REFER TO RESPONSIBILITY SCHEDULE. 2. G.C. TO COORDINATE ALL REQUIRED BUILDING PERMITS FOR BARRICADE. 3. ALL COSTS ASSOCIATED WITH SUCH BARRICADE INSTALLATION TO BE RESPONSIBILITY AS IDENTIFIED IN RESPONSIBILITY SCHEDULE. 4. G.C. TO VERIFY ALLOWABLE FINISH SIZES, ESPECIALLY CLEARANCES REQUIRED CLEARANCES IN MALL COMMON AREA, OF BARRICADE WITH MALL OPERATIONS MANAGER. 5. DO NOT ATTACH TO ANY LANDLORD'S FINISH MATERIALS. PROTECT ALL LANDLORD FINISHES FROM DAMAGE. G.C. TO PROVIDE ONE LAYER OF 1/2" HOMOSOTE TO BE PLACED ON THE FLOOR BETWEEN THE LEASE LINE AND BARRICADE TO PROTECT FLOORING. 6. DOORS IN TEMPORARY BARRICADE SHALL BE FRAMELESS HIDDEN HINGE DOOR WITH A DEAD BOLT ONLY. 7. BARRICADE AND GRAPHICS MUST BE KEPT IN GOOD REPAIR THROUGHOUTTHE DURATION OF CONSTRUCTION. REPAIR AND/OR REPLACE BASE, WALLBOARD, GRAPHICS, ETC. AS NEEDED. 8. G.C. TO COORDINATE REMOVAL OF TEMPORARY BARRICADE UPON CONSTRUCTION COMPLETION. COORDINATE EXACT REMOVALTIME WITH TENANT'S P.M. AND LANDLORD REPRESENTATIVE. 9. G.C. IS RESPONSIBLE TO PATCH, REPAIR, AND/OR REPAINT ANY DAMAGE TO MALL COMMON AREA BULKHEAD, CEILING, WALLS, ETC. AFTER REMOVAL OF BARRICADE. 10. G.C. TO COORDINATE ALL BARRICADE REQUIREMENTS INCLUDING ANY REQUIRED VENDORS/SUB i CON1fRACTo,R'S WITH EANDLORD'§ON-SITE REPRESENTATIVE PRIOR TO BID. RECEIVED CITY OF TUKWILA 0,40,0,,4 SEP 1 3 2019 PERMIT CENTER MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H i T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE 7 ARCHI7EC T D REW USON SH T ON STORE #: 047 Emmommimmmmmmmmmmmmmmmmmmmmmmmim PROJECT: MORPHE WESTFIELD SOLITHCENTER SPACE#1530 637 SOUTHCENTER MALL TUKWILA, WA98188 A/E PROJECT NO.: M0047 DRAWN BY: ALM CHECKED BY: ALM /JBQ/ DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/PERMIT/BID 05.23.2019 ALANDLORD REVISION 08.08,2019 ISSUE FOR CONSTRUCTION 08.08.2019 I REVIEWED FOR I I City of Tukwila I SHEET TITLE: SIGNAGE AND BARRICADE DETAILS REVISION NO. DOOR SCHEDULE MARK SIZE (NOMINAL) width x height DOOR RATING HARDWARE FRAME DETAIL NUMBER REMARKS TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL 01 (PR.) T-6" x 8'-6" A GLAZING GL-1 A -- "" -- - 4 A610 3 02 T-O" x 814" B GLAZING GL-1 B 14 A610 15 A610 S A610 " 03 3'-0" x 8'-0" C H.M. P-S C H.M. P 2 19 A610 19 A610 9 A610 1,2 04 3'-0" x T-0" C H.M. P-2 D H.M. P 2 19 A610 19 A610 9 A610 1,2 05 3'-0" x T-0" C H.M. P-2 -- D -- H.M. P-2 19 A610 19 A610 -- 1,2 06 T-O" x 7'-0" C H.M. P-2 -- F -- H.M. P-2 19 A610 19 A610 _ 1,2 07 T-O" x 7'-O" C H.M. P-2 -- E -- H.M. P-2 19 A610 19 A610 __ 1,2 os (E) T-O" x 7'-0" D EXISTING P-2 (E) V.I.F. G EXISTING P-2 10 A610 2,4 • ALL DOORS TO RECEIVE NEW HARDWARE AS SPECIFIED. • ENTRY AND REAR SERVICE DOORS TO BE KEYED ALIKE. • ALL HARDWARE IS TO BE SCHLAGE UNLESS NOTED OTHERWISE. **G.C. TO REPAIR EXISTING DOORS (FILL HOLES, ADJUST HINGES AND STRIKES, REPLACE CLOSERS, ETC.) TO TIKE-NEW' CONDITION AND OPERATION. REPLACE AS REQUIRED FOR PROPER WORKING ORDER. DOOR/HARDWARE GENE' ' NOTES A. ALL HARDWARE ON NON -CUSTOMER SIDE OF DOORS SHALL BE ALUMINUM, STAINLESS STEEL, OR CHROMIUM AS NOTED AND ALL HARDWARE ON CUSTOMER SIDE OF DOORS SHALL BE BLACK. G.C. AND HARDWARE SUPPLIER TO COORDINATE. IF HARDWARE FINISH REQUIREMENTS ARE UNCLEAR, CONTACT ARCHITECT. B. STOREFRONT ENTRY DOOR TO HAVE SIGN "THIS DOOR TO REMAIN UNLOCKED AND OPEN WHEN STORE IS IN OPERATION" POSTED ABOVE DOOR, SEE DOOR REMARKS. C. DOOR HARDWARE SHALL BE OPERABLE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT FROM THE SIDE OF EGRESS. D. ALL DOOR OPERATING HARDWARE SHALL BE MOUNTED AT 36" A.F.F. U.N.O. E. DOOR HARDWARE MUST BE OPERABLE BY A SINGLE HAND WITHOUT TIGHT GRASPING TIGHT PINCHING OR TWISTING. F. ALL HOLLOW METAL FRAMES TO BE 2" WELDED FRAMES. G. ALL DOOR LATCHES SHALL BE EQUIPPED WITH LEVER TYPE HANDLES OR PANIC BARS. W DOOR STOP TO BE COORDINATED ON SITE. H.A. WALL STOP ROCKWOOD MFG 403 H.B. FLOOR STOP ROCKWOOD MFG 470 710970m11111 r 1 " OSTOREFRONT DOOR V 3 � KLu u o OINTERIOR DOOR SEE A200 2" 3'-0" 2" 2" OSTUDIO DOOR (� REAR SERVICE DOOR DOOR RERNAARKS wo 1. PROVIDE WOOD BLOCKING FOR WALL MOUNTED DOOR STOPS, WHERE APPLICABLE. 2. CLOSER TO BE MOUNTED ON DOOR, NOT FRAME. CLOSER TYPE TO BE 90- OPENING. PLACE CLOSER ON NON -CUSTOMER SIDE OF DOOR. 3. PROVIDE A SIGN THAT READS "THIS DOOR TO REMAIN UNLOCKED AND OPEN WHEN STORE IS IN OPERATION" WITH A MINIMUM ONE (1) INCH LETTERSABOVE STOREFRONT ENTRY DOORS. 4. PAINT EXTERIOR SIDE AS REQUIRED. COORDINATE PAINT COLOR WITH LANDLORD'S ON -SITE REP. W STOREFRONT ENTRY DOORS: • >:(2)EACH, BOTTOM RAIL WITH MORTISE LOCK:AND INTEGRATED HOLD 3 OPEN PIN - RAIL TO BE 6" HIGH W/TAPERED TOP • (2) S P C N R H C • (2) EACH, BOTTOM 180- PIVOT- BLACK • (2) EACH, TRANSOM 180° PATCH - BLACK • (4) EACH, DUST PROOF FLOOR STRIKES - BLACK (1 SET FOR BOTH CLOSED AND HOLD OPEN POSITION) •(2) EACH, ASSA ABLOY ROCKWOOD RM3301- MEGATEK STRAIGHT 7 3, — P-QLL-24" OV-RALLLENGTH, 11/4" DIAMETER, EXTRA DARK ANODIZED (2 ACH 0 PS - EVERBILT 15054- BLACK LO-RISE GO DIN L�ALL THER HARDWARE REQUIRED FOR FULL OPERATION F INSTALLATION OF DOORS. G.C. TO ENSURE DOOR PULLS STOP SHORT OF GLASS. COORDINATE POSITION OF DOOR STOP IN FIELD. SALES/STUDIO DOOR: • MEDIUM STILE DOOR KIT FOR 1" INSULATED GLAZING WITH STANDARD LOCKING (FINISH: BLACK) • (3) BUTT HINGES (FINISH: BLACK) • (1) BACK TO BACK ASSA ABLOY ROCKWOOD RM3301- MEGATECK STRAIGHT PULL, 24" OVERALL LENGTH, 11/4" DIAMETER, EXTRA DARK ANODIZED EQUIVALENT • (1) EACH, OVERHEAD CLOSER, SPRING POWERED MULTI SIZE 90- HOLD OPEN - CONCEALED IN HEADER • (1) EACH, CLOSER ARM • (1) EACH, STANDARD LOCK, CYLINDER, AND THUMBTURN (FINISH: BLACK) • (1) EACH, DOOR SWEEP (FINISH: BLACK) • (1) EACH, FLOOR MOUNTED DOOR STOP - BLACK LOCK KIT, MUST ACCEPT 'BEST'CORE ** NOTE: COMPLETE DOOR/FRAME SYSTEMS CAN BE ORDERED FROM API _ III Q79 ni A • (3) EACH, BUTT HINGES - 5 KNUCKLE; BALL BEARING; STD. WEIGHT; FULL MORTISE HINGE; MPB79 US 26D • (1) EACH, PUSH/PULL HARDWARE AND PLATE - ROCKWOOD MFG 111 X 73C/73CL • (1) EACH, DOOR CLOSER - YALE HARDWARE UNI-3511-689-DOOR CLOSER WITH HOLD OPEN • (1) EACH, KICK PLATE - ROCKWOOD MFG K105010"04"x US 32D INSTALLED ON PUSH SIDE • (1) EACH, DOOR STOP - ROCKWOOD MFG, 626 • (10) SETS OF KEYS • SILENCERS • (1) EACH, KICK DOWN HOLD OPEN - CONFIRM SPEC. WITH TENANT 'D' HALLWAY/STOCKROOM AND STUDIO/HALLWAY DOORS: • (3) EACH, BUTT HINGES - 5 KNUCKLE; BALL BEARING; STD. WEIGHT; FULL MORTISE HINGE; MPB79 US 26D • (1) EACH, ENTRANCE/OFFICE LOCK - SCHLAGE- NDSOPD 626 SPARTA • (1) EACH, DOOR CLOSER - YALE HARDWARE 3511-689 • (1) EACH, KICK PLATE - ROCKWOOD MFG K105010"04"x US 32D INSTALLED ON PUSH SIDE • (1) EACH, DOOR STOP - ROCKWOOD MFG, 626 • (10) SETS OF KEYS • SILENCERS • (1) EACH, KICK DOWN HOLD OPEN - CONFIRM SPEC. WITH TENANT 'E' OFFICE DOOR: • (3) EACH, BUTT HINGES-5 KNUCKLE; BALL BEARING; STD. WEIGHT; FULL MORTISE HINGE; MPB79 US 26D • (1) EACH, ENTRANCE/OFFICE LOCK - SCHLAGE - NDSOPD 626 SPARTA • (1) EACH, DOOR CLOSER - YALE HARDWARE UNI-3511-689-DOOR CLOSER WITH HOLD OPEN • (1) EACH, KICK PLATE - ROCKWOOD MFG K105010"x34"x US 32D INSTALLED ON PUSH SIDE • (1) EACH, DOOR STOP - ROCKWOOD MFG, 626 • (10) SETS OF KEYS • SILENCERS • (1) EACH, KICK DOWN HOLD OPEN - CONFIRM SPEC. WITH TENANT T' TOILET ROOM DOOR: • (3) EACH, BUTT HINGES -5 KNUCKLE; BALL BEARING; STD. WEIGHT; FULL MORTISE HINGE; MPB79 US 26D • (1) EACH, PRIVACY LOCKSET- SCHLAGE - ND40S 626 SPARTA • (1) EACH, DOOR CLOSER -YALE HARDWARE 3511-689 • (1) EACH, KICK PLATE - ROCKWOOD MFG K105010"04"x US 32D INSTALLED ON PUSH SIDE • (1) EACH, DOOR STOP - ROCKWOOD MFG, 626 • SILENCERS 'G' REAR SERVICE DOOR (G.C. TO VERIFY CONDITION OF EXISTING DOOR HARDWARE AND SUPPLEMENT WITH NEW AS REQUIRED): • (3) EACH, 5 KNUCKLE; BALL BEARING; STD. WEIGHT; FULL MORTISE HINGE; US26D; NRP HINGES • (1) EACH, PANIC DEVICE WITH BATTERY ALARM - DETEX #ECL-230D EXTERIOR DOOR HANDLE AND LOCK NOT REQUIRED • (1) EACH, BLANK COVER PLATE ON EXTERIOR • (1) EACH, DOOR CLOSER -YALE HARDWARE 3511-689 • (1) EACH, DOOR PULL BURNS 25a X US32D • (1) EACH, PEEPHOLE - SECURITY PRODUCTS INC. PEEK-0 595-US-15 • (1) EACH, DOOR BUZZER - REFER TO ELECTRICAL • (1) EACH, KICK PLATE - ROCKWOOD MFG K1050 24"x34"x US 32D INSTALLED ON PUSH SIDE • EXTERIOR TENANT SIGN(S) PER LANDLORD STANDARDS • THRESHOLD PEMKO 175A • (10) SETS OF KEYS • SILENCERS HARDWARE NOTES: 1. ALL DOOR HARDWARE SHALL COMPLY WITH FEDERAL, STATE AND LOCAL ACCESSIBILITY REQUIREMENTS. 2. ALL EXIT DOORS TO BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. 3. THE MAXIMUM FORCE REQUIRED TO OPERATE ANY DOOR SHALL COMPLY AS FOLLOWS: 3.1. INTERIOR DOORS = 5 LBS 3.2. EXTERIOR DOORS = 8.5 LBS 3.3. FIRE -RATED DOORS = MINIMUM ALLOWED BY BUILDING AND FIRE AUTHORITY HAVING JURISDICTION 4. PROVIDE SMOKE GASKETING ATALL RATED ASSEMBLIES AS REQUIRED BY CODE. 5. PROVIDE (10) SETS OF KEYS FOR ENTRY, SALES/HALLWAY, STUDIO/HALLWAY, MANAGER'S OFFICE, AND REAR SERVICE. PROVIDE TO STORE MANAGER AT RETAIL TURNOVER. SALES AREA TILE CONCRETE SLAB WITH LEVELING COMPOUND, V.I.F. DUST PROOF FLOOR (SHOWN DASHED) 4 TRANSITION DETAIL A610 6"=1'-0" ENTRY DOOR AS SCHEDULED METAL TRANSITION STRIP. SCHLUTER SCHIENE-A OR AS DIRECTED BY TENANT CRITERIA - G.C. TO COORDINATE FINAL PLACEMENT OF SCHLUTER STRIP WITH INSTALL OF DUST PROOF FLOOR STRIKES. SCHLUTER TO RUN CONTINUOUS AT DOOR OPENING TO OUTSIDE OF FLOOR STRIKE. DO NOT INTERRUPT. MALL FLOORING FLOOR FINISH DOOR AS SCHEDULED VINYL COMPOSITION TILE ALIGN - LEVEL AND SMOOTH FLOORING F-3 0/CONC. TRANSITION LEVELING COMPOUND -SLOPE 1/4" PER 1'-0" MAX. TO ALIGN FLUSH WITH SALES AREA FLOORING TILE FLOORING O/ THINSET0/ �— (E) CONCRETE SLAB FLOOR TRANSITION TO — ALIGN WITH HALLWAY SIDE OF DOOR METAL TRANSITION STRIP. (E) CONC. SLAB, G.C. TO PREP AS REQ'D. TO RECEIVE FINISH FLOOR SCHLUTER SCHIENE-A OR AS DIRECTED BY TENANT CRITERIA 9 TRANSITION DETAIL A610 6"=1'-0" -+--GYP. BD., BOTH SIDES, SEE SHEET A210, A400, AND A401 FOR FINISHES 3 5/8" 20 GAUGE METAL STUDS AT 16" O.C. F.R.T. WOOD BLOCKING AS REQUIRED J-BEAD AND SEALANT T.O. OPENING .4-2" A.F.F. mrl 2" x 4 1/2" BLACK HEADER WITH OVERHEAD CONCEALED CLOSER. MEDIUM STILE DOOR INSTALLED PER MANUFACTURER'S RECOMMENDATIONS 1" INSULATED GLAZING m 14 STUDIO DOOR HEAD DETAIL A6T0 3"=1'-0" METAL TRANSITION STRIP. EXTENT OF WALL SCHLUTER SCHIENE-A OR AS PARTITION OR DIRECTED BYTENANTCRITERIA i n ii i i GLAZING FRAME -G.C. TO COORDINATE FINAL BEYOND PLACEMENT OF SCHLUTER �i^M STRIP WITH INSTALL OF DUST i DOOR WHERE PROOF FLOOR STRIKES. ; ; SCHEDULED - REFER SCHLUTER TO RUN i TO SHEETS A200 AND CONTINUOUS AT DOOR i A210 OPENING TO OUTSIDE OF FLOOR STRIKE. DO NOT u ni INTERRUPT. i SALES AREA TILE BUILD UP SUBSTRATE AS NEEDED SALES AREA TILE CONCRETE SLAB WITH ; F 2 LEVELING COMPOUND, V.I.F. I STUDIO / SALES SALES DUST PROOF FLOOR FLOOR FINISH FLOOR FINISH STRIKE (SHOWN SEE SHEET A210 SEE SHEET A210 DASHED) 5 TRANSITION DETAIL A610 6"=1'-0" RATED HOLLOW METAL DOOR -SEE DOOR SCHEDULE HOLLOW METAL JAMB BEYOND THRESHOLD, SEE DOOR/SCHEDULE HARDWARE VINYL COMPOSITION TILE FLOORING = O/ CONC. LEVELING COMPOUND AS REQ'D. (E) CONC. SLAB, G.C. TO PREP AS REQ'D. TO RECEIVE FINISH FLOOR WATER PROOF MEMBRANE AS REQUIRED BY LANDLORD NO. 10x 11/2" FHWS, PHILLIPS (FACTORY PROVIDED) 10TRANSITION DETAIL A610 6"=1'4" GYP. BD., BOTH SIDES, SEE SHEETA210, A400, AND A401 FOR FINISHES 3 5/8" 20`GAUGE METAL STUDS AT 16" O.C. F.R.T. WOOD BLOCKING AS REQUIRED J-BEAD AND SEALANT _y 2 'I 'I N a v ;y d a O w MEDIUM STILE MEDIUM STILE DOOR -FINISH TO DOOR -FINISH TO BE BLACK BE BLACK 2" x 41/2" JAMB 2" x 41/2" JAMB WITH WITH STOP - BLACK STOP -BLACK I" INSULATED GLAZING m GLAZING SYSTEM TO BE API (AMERICAN PRODUCTS, INC.) F2000 SERIES OR APPROVED K. EQUAL. PA610 STUDIO DOORJAMB DETAIL 3"=1'-0" 7 GYP. BD., BOTH SIDES, SEE SHEET A210, A400, AND A401 FOR FINISHES 3 5/8" 20 GAUGE METAL STUDS AT 16" O.C. F.R.T. WOOD BLOCKING AS REQUIRED J-BEAD AND SEALANT T.O.OPENING +8'-2" A.F.F.NV �2"x41/2"BLACK HEAD/JAMB AND ALL RELATED COMPONENTS " EQ. I" INSULATED GLAZING EQ. 1 41k OA STUDIO GLAZING HEAD /JAMB RECEIVED 41/2" CITY OF TUKWILA SEP 13 2019 I" INSULATED GLAZING sERMIT CENTER 2" x 41/2" BLACK SILL AND ALL N RELATED COMPONENTS "- ALUMINUM GLAZING SYSTEM TO BE API SYSTEM TO BE (AMERICAN PRODUCTS, INC.) g STUDIOGLAZiNG SILL POWDER F2000 SERIES OR APPROVED COATED BLACK. EQUAL. zo STUDIO GLAZING HEAD/JAMB/SILL DETAIL A610 3"=1'-0" MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H IT E C T 8 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE �4 REGISTERED ARCHITEC T DREWR.MAG SON STATE OF W ASHI TON PROJECT: MORPHE WESTFIELD SOLITHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM / JBQ / DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/PERMIT /BID 05.23.2019 TENANT REVISION 08.08.2019 ISSUE FOR CONSTRUCTION 08.08.2019 QTENANT CLARIFICATION REVISION 09.05.2019 I CODE COMPLIANCE I 4 q:�. ILLUMINATED MORPHE"M" CASHWRAP DETAILS 1/2"=1'-0" I AULtI YUS LXAMYLt SHOWN - IPAD 12.9 INCH AND IPAD MINI 3 SIGN VENDOR TO FURNISH AND INSTALL CUSTOM IMAGING WALL COVERING AS SCHEDULED - G.C. TO PAINT FURRED WALL P-2 AND ALLOW FOR A MINIMUM OF 48 HOURS FOR OFF -GASSING PRIOR TO WALL COVERING INSTALLATION. "BLEND THE RULES / #MORPHEBABE" 5 ILLUMINATED LED SIGNAGE FURNISHED AND INSTALLED BY SIGN VENDOR. SIGN VENDOR TO A620 PROVIDE TEMPLATE TO G.C. FOR ELECTRICAL FEED PENETRATIONS. WALL MOUNTED SHELF SUPPORT BRACKETS G.C. TO PROVIDE ELECTRICAL ACCESS AT BOTTOM OF FURRED WALL AND BEHIND CABINET j o ILLUMINATED VITRA SHELVING SYSTEM. FURNISHED BY FIXTURE VENDOR, INSTALLED BY G.C. op �4 A620 BRUSH WALL CABINET- FIXTUREMS FURNISHED BY FIXTURE VENDOR AND INSTALLED BY G.C. G.C. TO PROVIDE PLYWOOD BACKING FOR 2 WALL ATTACHMENT. REFER TO FIXTURE BLOCKING DETAIL X/A620. 11 BRUSH WALL ISOMETRIC A620 1/2"=1'-O" ELECTRICAL JUNCTION BOX FOR INCOMING POWER AT HATCHED AREA ELECTRICAL CONTRACTOR TO PROVIDE _ INCOMING POWER: 208V 20A/QUANTITY: (3) REFER TO ELECTRICAL DRAWINGS B.O. CEILING SEE A300 LED MOUNT BEYOND- PROVIDED AND INSTALLED BY TENANT VENDOR. G.C. TO VERIFY FINAL PRODUCT SELECTION WITH VENDOR AND MODIFY RECESS DEPTH AS REQUIRED - TYPICAL LED DISPLAY - PROVIDED AND INSTALLED BY TENANT VENDOR. G.C. TO VERIFY FINAL PRODUCT SELECTION WITH VENDOR AND MODIFY FINISH OPENING SIZE AS REQUIRED -TYPICAL r------------------------- I FOR ELECTRICAL/DATA LOCATIONS, I SEE SHEET A230 FOR ADDITIONAL j I INFORMATTON FINISH OPENING EDGE TO BE 1" BEYOND OUTSIDE FRAME OF LED'S. G.C. TO VERIFY FINAL DIMENSIONS WITH TENANT VENDOR AS REQUIRED FOR FINAL LED SPECIFICATION VENTED OPENING SHOWN HATCHED. PAINT ALL EXPOSED STUDS AND OPENINGS BLACK P-4 . HDMI ELECTRICAL BOX BY ELECTRICAL CONTRACTOR PLATE/WIRING BY TENANT VENDOR. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. BACKW RAP INCOMING DATA: G.C. TO PROVIDE CONDUIT AND CAT5E/QUANTITY (4) W/ MAX RUN OF 300 FT. T.O. FINISH FLOOR 0'-0" 16 LED DISPLAY WALL ELEVATION A620 3/4"=1'-0" m n u ------------- ------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- V-4" CL. ------------- ------------------------------- -------------------------------- o 0 � O �o Z ,y ---------------------------------------------------------------------------- ^ r< ------- - - -------- ------- ---------------- CL OF BACKWRAP AND LED DISPLAY +I zo h m Tn LINE OF FURRED WALL, REFER TO A200 FOR ADDITIONAL INFORMATION. "BLEND THE RULES / #MORPHEBABE" ILLUMINATED LED SIGNAGE FURNISHED AND INSTALLED BY SIGN VENDOR. SIGN VENDOR TO PROVIDE TEMPLATE TO G.C. FOR ELECTRICAL FEED PENETRATIONS. ILLUMINATED VITRA SHELVING SYSTEM. FURNISHED BY FIXTURE VENDOR, INSTALLED BY G.C. WALL MOUNTED SHELF SUPPORT BRACKETS. MS FIXTURE. REFER TO A220 FOR ADDITIONAL INFORMATION. JUNCTION BOX LOCATION. ALL CONDUIT PULL STRINGS TO RUN TO JUNCTION BOX. (1) JUNCTION BOX PER MS FIXTURE. APPROXIMATE LOCATION OF ELECTRICAL CUT-OUT ACCESS TO ILLUMINATED VITRA SHELVING SYSTEM AND SIGNAGE. 13 BRUSH WALL SECTION A620 3/4"=1'-0" 3 5/8" 12 GAUGE METAL STUDS AT PROVIDE CLEAR PATH 16" O.C. OF WALL VENTING TO 3 1/2" SOUND ATTENUATION AREA ABOVE CEILING. INSULATION WHERE SHOWN DO NOT SEAL WALL. ++ ++ 5/8" TYPE'X' GYP. BD. G.C. TO PAINT P-4 IN VISIBLE AREAS G.C. TO PAINT RECESS BLACK F P-4 BEYOND 1" GAP ;n RETURN GYP. BD. INTO RECESS OMIT GYP. BD., AND PLYWOOD FROM LED DISPLAY -PROVIDED AND THESE PORTIONS OF INSTALLED BY TENANT VENDOR - BUILD OUT AS TYPICAL REQUIRED FOR VENTILATION OF LED'S LED MOUNTING RAIL -PROVIDED AND INSTALLED BY TENANT VENDOR 3/4" FIRE TREATED -TYPICAL PLYWOOD BACKER ACROSS BACK OF RECESS - PAINT P-4 3 5/8" 12 GAUGE h METAL STUDS AT 16" O.C. TO DECK OMIT GYP. BD., AND PLYWOOD FROM THESE PORTIONS OF BUILD OUT AS REQUIRED FOR VENTILATION OF LED'S RETURN GYP. BD. TO REAR OF RECESS 4„ G.C. TO VERIFY DEPTH REQUIRED TO `" _ - G.C. TO PAINT RECESS BLACK P-4 CREATE A FLUSH -ALIGNED - TRANSITION BETWEEN FACE OF LED'S AND FACE OF FINISHED GYP. BD. G.C. TO PAINT P-4 IN VISIBLE AREAS ++ ++ BEYOND 1" GAP 3 1/2" SOUND ATTENUATION ro INSULATION WHERE SHOWN m 3 5/8" 12 GAUGE METAL STUDS AT 16" O.C. 5/8" TYPE W GYP. BD. 18 LED DISPLAY WALL SECTION A620 3/4"=1'-0" MOUNTED SHELF 2 �� SUPPORT BRACKETS 5/8" TYPEW GYP. BD. iWALL VARIESSEESEE l�G.C. TO FURNISH AND INSTALL 3/4" FIRE RATEDt PLYWOOD AND PROVIDE i t I it it II HOLES FOR BRACKETS 7(8" HAT CHANNEL, TYPICAL m -• •• -• • _ 3 5/8" METAL STUDS 13'-7" 4 BRUSH WALL PLAN DETAIL A620 1 1 1/2"=1'-0" B.O. CEILING SEE A300 3 5/8" METAL STUDS WALL MOUNTED SHELF SUPPORT BRACKETS G.C. TO FURNISH AND INSTALL 3/4" FIRE RATED PLYWOOD AND PROVIDE HOLES FOR BRACKETS 5/8" TYPE W GYP. BD. 7/8" HAT CHANNEL, TYPICAL —WALLS TO BE PREPPED TO A LEVEL 5 FINISH AND PAINTED AS SCHEDULED ON A210. T.O. FINISH FLOOR L 0'-0" C5'1 BRUSH WALL SECTION DETAIL na)n I , , 1,1,-1 — RECEIVED CITY OF TUKWIL A SEP 13 2019 PERMIT CENTER 19 NOT USED A620 MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 h ' e 1 A R C HII T E C T 8 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE PROJECT: MORPHE WESTFIELD SOUTHCENTER SPACE#1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM/JBQ/DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/ PERMIT/ BID 05.23.2019 Z� TENANT REVISION 08.08.2019 ISSUE FOR CONSTRUCTION 08.08.2019 QTENANT CLARIFICATION REVISION 09.05.2019 SHEET TITLE: FIXTURE DETAILS REVISION RO, —E) CONNX TO EA NESTED STUD )ETAILED - CONNECT TO STUD I - NO 8 SCREWS 3162-54 IN FLUTES OF DECK BEND NGES AS READ SPACE @ 24" OC 3162-54 x 0'-6" ATTACH TO ITED STUD W/ 4- NO 10 SCREWS - TIGHT TO BEAM TOP FLANGE ED STUD =rTIfVJ TPAru ^'^'"^.H WALL STUD TO POST TI X-U PAF @ 12" OC 2SCREWS PLAN VIEW 5" 5" 1 112" TYP ORIENT BASE PL TO FIT WITHIN ARCH FINISH O O i0 4D] O\_ N 3 SIDES PL 5l8x8x10" W/ 4-1/2" DIA 1i42 FIB -A HILTI HDI+ DROP -IN ANCHORS NK IN m TYP } — 3l16 1-FIIL I I 1 @32"O iILKHL1201 ATTACH HORIZ STUD TO POST W/ 2-NO 12 SCREWS TO TOP OF BEAM W/ 1-NO 12 SCREW PL 3/8x6x1'-2" EA SIDE L3x3x1/4x0'-3" "' ONC SLAB ON DECK TITRACK VT OR EQUIVALENT. ACH TO STRUCTURE HILTI X-U PAF @ 18" OC MAX rICLIP SLID W/ 3" SLOTS - NO 8 SCREWS TO STUD (k) GUNG SLAG Uf METAL DECK 362S162-33 @ 16 362S162-33 @ 32 ATTACH HORN HSS W/ 2- # 12 SHEATH VERT 5/8" GYP BD TC STUD AS INDIC PROVIDE 3- # E @ EA STUD TC CONNX-TYP m FE AXTAlYl=1Yl2121!213eW ir7_tilR SECTION AT STOREFRONT AM .KNEAD 32" OC IS TO MISS rIONS COORD 2 RECEIVED CITY OF TUKWILA SEP 13 2019 dERMIT CENTER FF I I I I i MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 fimi&"els A R C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: DAVID M. GOODSON, P.E. PROFESSIONAL ENGINEER RLG 1915.655 WA Serial No.35460 12001 N. CLR7RAL EVRESSWAY, SN1E 300 DALL S. TEXAS 75243 214.739.8100 FAX 214.739.835E SEALJSIGNATURE M. C00 oP��of wA, y UQ 3.146 ) 1`3 STORE #: 0 (jl 7 PROJECT: MOPE WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA98188 A/E PROJECT NO.: M0047 DRAWN BY: CHECKED BY: ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/ PERMIT/ BID 05.23.2019 ISSUE FOR CONSTRUCTION 08.08.2019 TENANT CLARIFICATION 09.05,2019 REVIEWED FOR APPROVED City of Tukwila SHEET TITLE: SECTIONS & DETAILS REVISION NO._. 5-301 GENERAL NOTES 1. THE COMPLETE CONSTRUCTION DOCUMENT SET IS INCLUSIVE OF THE DRAWING SHEETS LISTED IN THE DRAWING INDEX, THE TENANT INVITATION TO BID PACKAGE, AND ALL MALL CONSTRUCTION REQUIREMENTS. 2. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN (CONFIRM THESE FIELD CONDITIONS PRIOR TO SUBMITTING BID PROPOSAL). ANY CONFLICTS OR OMISSIONS, ETC., SHALL BE IMMEDIATELY REPORTED TO THE TENANT PROJECT MANAGER & ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OF ANY WORK IN QUESTION. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR PAYING FOR AND PROCURING BUILDING PERMITS (INCLUDING SUBCONTRACTORS, HVAC, ELECTRICAL, PLUMBING, ETC.). 4. SUBMIT A SPECIFIC CONSTRUCTION SCHEDULE AND A SCHEDULE OF REQUIRED SUBMITTALS TO THE PROJECT MANAGER WITHIN SEVEN DAYS AFTER THE AWARD OFTHE CONTRACT. 5. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR NOT IN CONTRACT, CONTRACTOR SHALL BE RESPONSIBLE FOR LOSS AND/OR DAMAGE TO THESE ITEMS. 6. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT _ LIGHTING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 7. DURING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ADJACENTAND NEIGHBORING TENANTS. 8. 'TYP.' SHOULD MEAN THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT. UNLESS OTHERWISE NOTED, DETAILS ARE USUALLY KEYED AND NOTED'TYP.' ONLY ONCE WHEN THEY FIRST OCCUR. 9. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR SHALL ALERT THE TENANT PROJECT MANAGER AND THE ARCHITECT OF ANY GROSS INCONSISTENCIES BETWEEN SCALED DIMENSIONS AND WRITTEN DIMENSIONS. 10. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT DIMENSIONS AND NUMBER OF ITEMS PROVIDED. UPON DISCOVERY OF DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND ENGINEERING DRAWINGS, THE GENERAL CONTRACTOR SHALL NOTIFY THE TENANT PROJECT MANAGER IMMEDIATELY. 11. HORIZONTAL DIMENSIONS ARE SHOWN FROM THE FINISHED FACE OF CONSTRUCTION, UNLESS OTHERWISE NOTED. - 12. VERTICAL DIMENSIONS ARE FROM THE TOP OF FLOOR FINISH, ESTABLISHED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE TENANT OR ARCHITECT, UNLESS OTHERWISE NOTED. 13. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT THE APPROVAL OF THE TENANT PROJECT MANAGER OR THE ARCHITECT UNLESS NOTED+/-. 14. DO NOT SUBSTITUTE, REVISE, OR CHANGE THE WORK WITHOUTTHE WRITTEN CONSENT OF THE TENANT PROJECT MANAGER. 15. COORDINATE ALL WORK AS REQUIRED WITH THE LANDLORD'S REPRESENTATIVE INCLUDING COMPLIANCE WITH "MALL WORKING RULES", LOCAL NOISE ORDINANCES, THE USE OF ELEVATORS, TEMPORARY STORAGE, LOADING DOCKS, BUILDING KEYING SYSTEMS, ETC. PROVIDE NECESSARY BARRICADES, LIGHTING, SIGNAGE, AND GUARDRAILS AS REQUIRED BY OWNER AND/OR APPLICABLE REGULATORY ADVISORY FOR THE PROTECTION OF BUILDING OCCUPANTS, WORKERS AND PEDESTRIANS. 16. GENERAL CONTRACTOR SHALL, IN THE WORK OF ALL TRADES, PERFORM ANY AND ALL CUTTING, PATCHING, RESTORING, REPAIRING AND THE LIKE NECESSARY TO COMPLETE THE WORK AND RESTORE ANY DAMAGED SURFACES RESULTING FROM THE WORK TO THEIR ORIGINAL CONDITION. ALL ROOF PATCHING SHALL RETURN AREA TO "LIKE NEW" CONDITION. PRIOR TO BIDDING, G.C. TO VERIFY ANY ROOF WARRANTIES WITH LANDLORD AND INCLUDE IN CONTRACT. 17. IN THE EVENT HAZARDOUS MATERIALS ARE ENCOUNTERED ON THE PREMISES DURING THE EXECUTION OF THE WORK, NOTIFY THE TENANT AND LANDLORD IMMEDIATELY BEFORE PROCEEDING WITH THE WORK. 18. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A/1OBC WITHIN 7T TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING DURING CONSTRUCTION. 19, PATCH AND REPAIR ALL FIREPROOFING DAMAGED OR REMOVED DURING THE PERFORMANCE OF THE WORK. 20. EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE COMPLETION OF HIS WORK ON A DAILY BASIS. ALL WASTE, RUBBISH AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL TRASH, INCLUDING OWNER -FURNISHED ITEMS AND TRASH GENERATED BY OWNER'S CONTRACTORS FOR THE DURATION OF THE PROJECT. 21. G.C. TO PROVIDE DRAWINGS AND INSTALL AN AS -BUILT DWG. TUBE, PROVIDE PERMANENT LABEL ON TUBE AND NOTE ON DWG: "DRAWINGS, DO NOT DISCARD OR REMOVE" G.C. TO PROVIDE ARCHITECT W/ COPY OF MARK UP CONSTRUCTION SET FOR ARCHIVING PURPOSES. 22. ALL DELIVERIES ARE TO THE LOADING DOCK OR EQUIVALENT. ANY C05TS ASSOCIATED WITH THE UNLOADING OF DELIVERIES ARE THE RESPONSIBILITY OF THE G.C. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION CODE SYNOPSIS APPLICABLE CODES EDITION BUILDING CODE: WASHINGTON STATE BUILDING CODE 2015 MECHANICALCODE: INTERNATIONAL MECHANICAL CODE 2015 PLUMBING CODE: UNIFORM PLUMBING CODE 2015 ELECTRICALCODE: NATIONAL ELECTRICAL CODE 2017 FIRE CODE: INTERNATIONAL FIRE CODE 2015 ENERGY CODE: WASHINGTON STATE ENERGY CODE 2015 ACCESSIBILITY CODE: ICC / ANSI A117.1 2009 OCCUPANCY USE GROUP: M BUILDING CONSTRUCTION TYPE: II-B SPRINKLER SYSTEM: YES TOTAL OCCUPANT LOAD: 65 QUANTITY OF EXITS REQUIRED: 2 SEISMIC ZONE: B2 SEPARATE PERMITS: 1. SIGNAGE 15 NOT WITHIN THE SCOPE OF THIS PERMIT & SHALL BE A DEFERRED SUBMITTAL UNDER SEPARATE PERMIT. SIGNAGE VENDOR SHALL SUBMIT DRAWINGS TO LOCAL JURISDICTION FOR REVIEW AND APPROVAL IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES PRIOR TO INSTALLATION. 2. FIRE SPRINKLER SYSTEM AND/OR FIRE ALARM SYSTEM ARE NOT WITHIN THE SCOPE OF THIS PERMIT & SHALL BE A DEFERRED SUBMITTAL UNDER SEPARATE PERMIT. SUBCONTRACTOR(S) RESPONSIBLE FOR SAID WORK SHALL SUBMIT DRAWINGS & CALCULATIONS TO LOCAL JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. REFER TO SHEET A030 FOR ADDITIONAL INFORMATION ABBREVIATIONS A F M S A.F.F. ABOVE FINISHED FLOOR FC. BRK. FACE BRICK MFR. MANUFACTURER S.N.D. SANITARY NAPKIN DISPOSAL A.F.G. ABOVE FINISHED GRADE F.O.F. FACE OF FINISH MFR. REC, MANUFACTURER RECOMMENDED SCHED. SCHEDULE ACC, ACCESSIBLE F.O.M. FACE OF MASONRY M.O. MASONRY OPENING SECT. SECTION A.C.T. ACOUSTICAL CEILING TILE F.O.S. FACE OF STUDS MATT. MATERIAL SEP. SEPARATE ADDM. ADDENDUM F.R.P. FIBER REINFORCED PLASTIC/PANEL MAX. MAXIMUM SHTHG. SHEATHING ADDT. ADDITIONAL FIN. FINISH MECH. MECHANICAL SHT. SHEET ADJ. ADJACENT F.F.E. FINISHED FLOOR ELEVATION M.D.O. MEDIUM DENSITY OVERLAY S.V. SHEET VINYL ALT. ALTERNATE F.O. FINISHED OPENING M.D.F. MEDIUM DENSITY FIBERBOARD Sim. SIMILAR 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 A.D.A. AMERICANS WITH DISABILITIES ACT F.E.C. FIRE EXTINGUISHER CABINET MIN. MINIMUM S.S. SOLID SURFACE ANOD, ANODIZED F.H.C. FIRE HOSE CABINET MI. MIRROR SND. SOUND APPROX. APPROXIMATE F.R.T. FIRE RESISTANT TREATED MISC MISCELLANEOUS S.T.C. SOUND TRANSMISSION COEFFICIENT ARCH. ARCHITECT FIXT, FIXTURE MTD. MOUNTED SPEC. SPECIFICATION FLASH. FLASHING SPRKLR. SPRINKLER B FIR. FLOOR N SQ. SQUARE F.D. FLOOR DRAIN - S.F. SQUAREFOOT BSMT. BASEMENT FS FLOOR SINK N.P. NEUTRALPIER S.STL. STAINLESS STEEL B BEAM FLG FLOORING (N) NEW STD. STANDARD BRG BEARING . FLUOR. FLUORESCENT NOM. NOMINAL STL. STEEL B TWN. BETWEEN FT. FOOT/FEET N/A NOTAPPLICABLET STOR. STORAGE BiTUM TUM BITUMINOUS FTG. FOOTINGTRUCT. N.I.C..N..T.. IN CONTRACT STRUCTURAL BLOCKING FDTN. FOUNDATION S. NOT TO SCALE SUSP. SUSPENDED BD. BOARD FR. FRAME NO. NUMBER SYM. SYMBOL B.O. BLDG, BOTTOM OF BUILDING FURR. FURRING O T C G _ O.G. ON CENTER TEL. TELEPHONE GALV. GALVANIZED OPNG, OPENING TEMP. TEMPERED CAB. CABINET GA. GAUGE OPP. OPPOSITE THK. THICK CPT. CARPET G.C. GENERAL CONTRACTOR O.A. OUTSIDE DIAMETER/DIMENSION THRU THROUGH CLG. CEILING GL. GLASS O.F.S. OUTSIDE FACE OF STUDS T.B.D. TO BE DETERMINED CTR. CENTER GLAZING O.A.GIZ. OVERALL T.P.D. TOILET PAPER DISPENSER C/C CENTER TO CENTER G.B. GRAB BAR O.R.D. OVERFLOW ROOF DRAIN T.P. TOILET PARTITION CL CENTERLINE GYP. BD. GYPSUM BOARD OH. OVERHEAD T&G TONGUE &GROOVE C.T. CERAMIC TILE T.O. TOP OF CLASS. CLASSIFICATION H P T.O.B. TOP OF BEAM C.O. CLEAN OUT PT. PAINT T.O.C. TOP OF CONCRETE CLR. CLEAR HDCP. HANDICAP Pa. PAIR T.O.F. TOP OF FLOOR/FOOTING COL. CONC. COLUMN CONCRETE HDW. HVAC HARDWARE HEATING, VENTILATION AND AIR P.T.D. PAPER TOWEL DISPENSER T.O.FDN. TOP OF FOUNDATION C.M.U. CONCRETE MASONRY UNIT CONDITIONING PAR. PARALLEL T.O.J. T.O.M. TOP OF JOIST TOP OF MASONRY CONSTR. CONSTRUCTION H./HT. HEIGHT/HIGH PRPT. PRKG. PARAPET PARKING T.O.P. TOP OF PARAPET C.M. CONSTRUCTION MANAGER H.D.F. HIGH DENSITY FIBERBOARD 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. CONTROLJOINT N.M. HOLLOW METAL PTN. PARTITION T.O.W. TOP OF WALL COORD. COORDINATE HORIZ. HORIZONTAL P.LAM. PLASTIC LAMINATE T. TREAD CFLG. COUNTERFLASHING HR. HOUR PL PLATE TRTD. TREATED p PLEX. PLEXIGLASS T.D. TRENCH DRAIN _ PLYWD. PLYWOOD TYP. TYPICAL DMSG. DEMISING INC. INCANDESCENT PVC POLYVINYL CHLORIDE DEMO. DEMOLITION IN. INCH P.S.F. POUNDS PER SQUARE FOOT U D. DEPTH/DEEP INCL. INCLUDE(D) (ING) P.S.I. POUNDS PER SQUARE INCH U.N.O. UNLESS NOTED OTHERWISE DTL. DETAIL I.D. INSIDE DIAMETER/DIMENSION P/C PRECAST URN. URINAL DIA. DIAMETER INSUL. INSULATION PREFIN. PREFINISHED DIM. DIMENSION INT. INTERIOR PRELIM. PRELIMINARY V DIR. DIRECTION ISO, ISOCYANURATE P.T. PRESSURE TREATED DW DISHWASHER P.M. PROJECT MANAGER VAN. VANITY DR. DOOR V.B. VAPOR BARRIER/ VINYL BASE DBL.. DOUBLE Q VAR. VARIES DN. DOWN JST. JOIST VFY. VERIFY D.S. DOWNSPOUT JT. JOINT CIT. QUARRYTILE V.I.F. VERIFY IN FIELD DWG. DRAWING R VERT. VERTICAL D.F. DRINKING FOUNTAIN L V.C.T. VINYL COMPOSITION TILE LAM. LAMINATE R. RADIUS/RISER V.C. VOLUME CONTROL E LDG. LANDING R.W.L. RAIN WATER LEADER W EA. EACH LL LANDLORD RECP. RECEPTACLE ESMT. EASEMENT LAV. LAVATORY REC. RECESSED W.C. WATER CLOSET/ WALL COVERING ELEC. ELECTRIC(AL) L.L. LEASE LINE REF. REFERENCE/REFRIGERATOR WT. WEIGHT EL, ELEVATION L. LENGTH/LONG R.C.P. REFLECTED CEILING PLAN W.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 EQ. EQUAL REQ'D. REQUIRED WDW. WINDOW EQUIP. EQUIPMENT RESIL. RESILIENT W/ WITH EPDM ETHYLENE/PROPYLENE/DIENE/ REV. REVISION/REVERSE W/O WITHOUT MONOMER ROOF MEMBRANE R.O.W. RIGHT OF WAY WD. WOOD (E)/EXIST. EXISTING R.D. ROOF DRAIN E.J. EXPANSION JOINT RTU ROOFTOP UNIT EXT. EXTERIOR RM. ROOM E.I.F.S. EXTERIOR INSULATION AND FINISH R.O. ROUGH OPENING SYSTEM SQUARE FOOT BREAKDOWN AREA OCCUPANT OCCUPANT BREAKDOWN: (SQ. FT.) LOAD FACTOR LOAD 1. SALES AREA: 2,486 60 42 (INCLUDING SALES AREA AND ENTRY) 2. STUDIO: 293 15 20 3. BACK OF HOUSE: 737 300 3 (INCLUDING TOILET ROOM, HALLWAY, STOCKROOM, AND MANAGER'S OFFICE) 12.7 % GROSS (STOCKROOM ONLY) 4. GROSS AREA: 3,516 65 (1+2+3) REFER TO SHEET A030 FOR ADDITIONAL INFORMATION VICINITY AP Tukwila ParK = -' ah akYsoze S,ffalo wild Mao (P IDLY Crystal Park pl Home Tukwila Art pdogs b I Seafood tarty si;.,x i, I S Perm ka[ 7 ACMEO M l I Lusff Q w wtfeldtaatncemer Is d ewnlnQ " 5 Pm Tal Waq� elfwnhnroYkn �. „t 1 Th he. ake Factory REl© s,,yam 2 smJ�em I I � Ta, et. e Ei S galecentor ®`� the Exchange. psoatn"emer ' Sh PFing Ce ter . ;' .2 g �y Mac" Laglsties vond NCMachin i ey k * operalons �(,.. SOUTHCENTE.R Kohl sTA fla , .._ WESTFIELDSOUTHCENTER LTUKWILA, WA98188 PROJECT TEAK LANDLORD: UNIBAIL-RODAMCO-WESTFIELD OWNER/ MORPHE,LLC 4905 OLD ORCHARD CENTER SUITE 060 TENANT: 22 4TH STREET, 4TH FLOOR SKOKIE, IL 60077 SAN FRANCISCO, CA TEL: 847.779.4832 TEL: 415.579.3437 FAX: N/A FAX: N/A CONTACT: EMILYYEE CONTACT: SAMANTHASHIELDS EMAIL: emily.yee@urw.com EMAIL: samantha.shields@morphe.corr ARCHITECT: FINN DANIELS ARCHITECTS MEP GAUSMAN & MOORE 2145 FORD PARKWAY, SUITE 301 ENGINEER: 700 ROSEDALE TOWER SAINT PAUL, MN 55116 1700 HIGHWAY 36 WEST TEL: 651,888.6891 SAINT PAUL, MN 55113 FAX: 651.888.6891 TEL: 651.604.3166 CONTACT: ASHLEY MONTAGUE FAX: N/A EMAIL: ashley@finn-daniels.com CONTACT: MATTHEW TISDELL EMAIL: mtisdell@gausman.com STRUCTURAL:RLG CONSULTING ENGINEERS 12001 N. CENTRAL EXPRESSWAY, SUITE 300 DALLAS, TX 75243 TEL: 214.382.5715 FAX: N/A CONTACT: DAVID BARRETT EMAIL: dbarrett@rlginc.com TENANT'S REQUIRED VENDOR LIST VENDOR CATEGORY BARRICADE VENDOR COMPANY BOSTON BARRICADE COMPANY ADDRESS 1151 BEACH,FL32960 VERO BEACH, L 3 CONTACT CARLA R. DIBENEDETTO PHONE 772.257.7156 EMAIL cdibenedetto@bostonbarricade.com LIGHT BOX VENDOR DSA PHOTOTECH C6961 CENTRAL AVEAftSON, CA 90746NUE MICHAEL MORELLI 727.266.7180 mmorelli@dsaphototech.com LIGHTING VENDOR CAPITOL LIGHT 148 PERALTA AVENUE, UNIT B 415.314.6201 andre.lucero@ca itolii ht.com SAN FRANCISCO, CA 94110 ANDRE LUCERO P g MEDIA VENDOR PLAY NETWORK 8727 148TH AVE. NE JEFF ROMAN 425.629.2760 jroman@playnetwork.com REDMOND, WA98052 SUSIE MOSER 425.629.2748 smoser@playnetwork.com MILLWORK/FIXTURE VENDOR DCI-ARTFORM 2727 W GOOD HOPE ROAD, CORBY CARRICO 306.920.4514 Carrico@dciartform.com MILWAUKEE, Wl 53209 HEATHER STAUBER 651.260.5960 stauber@dciartform.com MOBILE SHELVING VENDOR PIPP MOBILE STORAGE SYSTEMS, 2966 WILSON DRIVE NW JONNIE PORTER 800.234.7477 X4091 jporter@pippmobile.com INC. WALKER, MI49534 RETAIL DATA VENDOR RETAIL NEXT, INC. 60 SOUTH MARKET STREET,10TH FLOOR REZA MOLLAGHAFFARI 503.442.5357 reza.mollaghaffari@retailnext.net SAN JOSE, CA 95113 TIFFANYTRAN 408.759.9779 tiffany.tran@retaflnext.com SECURITY VENDOR ADT/ PROTECTION 1 SECURITY 4221 WEST JOHN CARPENTER FREEWAY JEFF SILVA 510.775.4962 jeffsilva@protectionl.com SOLUTIONS IRVING, TX 75063 HANNAH COOK 214.277.7212 hannahcook@adt.com SIGN VENDOR SIGNTECH ELECTRICAL ADVERTISING, 4444 FEDERAL BOULEVARD JESSICA WELLS 619.527.6100 x137 jwells@signtech.com INC. SAN DIEGO, CA 92102 STOCKROOM SHELVING VENDOR EXACALIBUR WOOD PRODUCTS PO BOX 498- 292 BURNHAM INTERVALE RD. CONTOOCOOK, NH 03229 DAVID PRIMEAU 561.328.8863 d.primeau@comcast.net LOW VOLTAGE VENDOR GRANITE COMMUNICATIONS 100 NEWPORT AVENUE EXT. QUINCY, MA 02171 JEFF SHIELDS 617,837.5255 jeshields@granitenet.com LIGHT BOX GRAPHICS VENDOR MATRIX FRAME USA 10405-F GRANITE ST. CHARLOTTE, NC 28273 BRITTANY POSTON 704.393.2881 Brittany@matrixframe-usa.com SYMBOLS DETAIL TITLE ELEVATION MARK KEYNOTE ID PARTITION TYPE X TITLE �E°`XX°X„ 0 �, -�r-III x _ AXXX SCALE PARTITION STUD SIZE GRID ID DOOR ID TYPE EXIST. CONDITIONS SOIL/EARTH FINISHED WOOD ELEVATION X xx El X DETAIL NUMBER Axxx SHEET NUMBER REVISION ID EQUIPMENT ID C.M.U. (EL.) LUMBER SUBSTRATE X XX C) SECTION MI [q Ll X_11h,DETAIL NUMBER _ ROOM ID FURNITURE ID AXXX SHEET NUMBER WOOD PANELING STEEL CONCRETE XXXX ROOM NAME <XX DETAIL SQ, FT.: XXXX XXXX XXXX XXXX XXXX XXXX XXXX ROOM SQ. FT. FLOOR FINISH BASE FINISH X DETAIL NUMBER XXXX XXXX XXXX XXXX XXXX XXXX WALL FINISH CEILING FINISH FINISH ID AXXX SHEET NUMBER Fxx BATT INSULATION ALL KEY PLAN r--------------------T r•---------------------i I DISTANCE TO LANDLORD'S I I DISTANCE TO LANDLORD'S I ELECTRICAL DISTRIBUTION i i TELECOMM. DISTRIBUTION j AREA: ±125 LF FROM SPACE i i AREA:1150 LF FROM SPACE (VERIFY IN FIELD PRIOR TO i i (VERIFY IN FIELD PRIOR TO I BID) I t BID) I L-------------------- JL-------------------- J NORDSIROM rnacy5 0 0 Ll o�- U. l_ as LOCATION OF LANDLORD'S MORPHE ELECTRICAL ROOM (125 FT) SPACE # 1530 PHONE ROOM (150 FT) - -- - LEVEL 1 OF 3 DRAWING INDEX ARCHITECTURAL A000 PROJECT INFORMATION A010 RESPONSIBILITY SCHEDULE A020 ACCESSIBILITY DETAILS A030 EGRESSPLAN - A100 DEMOLITION PLAN A200 FLOOR PLAN A210 FINISH PLAN A220 FIXTURE PLAN A230 FIXTURE OUTLET LOCATION PLAN A300 REFLECTED CEILING PLAN A400 SALES AREA INTERIOR ELEVATIONS A410 BACK OF HOUSE INTERIOR ELEVATIONS A500 STOREFRONT PLAN AND ELEVATION A510 STOREFRONT SECTIONS A520 STOREFRONT DETAILS A530 SIGNAGE AND BARRICADE DETAILS A600 PARTITION AND CEILING DETAILS A610 DOOR SCHEDULES AND DETAILS A620 FIXTURE DETAILS A630 SEISMIC CEILING DETAILS A700 TOILET ROOM PLAN, ELEVATION, AND DETAILS ABDO SPECIFICATIONS �I�''''''''� A801 SPECIFICATIONS f-3REQUIRE FORIERM: -� f{ REQUIRED FOR: STRUCTURAL S-001 GENERAL NOTES S-002 SPECIAL INSPECTIONS S-201 UPPER LEVEL PLAN -- -- 5-301 SECTIONS &DETAILS REVISIONS No changes shall be made to the scone O work without prior aperovai o Ile �ukvuta.BudrUng-Drulsiah NOTE: Revisions Will require a new plan su3m1 a�-nil naY lncTde BddiCOnat p12L5RQVLe4V- MECH. / ELECJ PLM13. MP000 MECHANICAL AND PLUMBING SPECIFICATIONS MP001 MECH. AND PLUMB. RESPONSIBILITY SCHED. & MECH. SYMBOLS '.. M100 HVAC PLAN ''.. M200 MECHANICAL SCHEDULES & DETAILS M300 MECHANICAL COMCHECK FORMS M301 HVAC LOAD CALCULATIONS '.. P100 PLUMBING PLANS P200 PLUMBING SCHEDULES AND DETAILS E000 ELECTRICAL SPECIFICATIONS EO01 ELECTRICAL RESPONSIBILITY SCHEDULE & SYMBOLS E100 POWER PLAN E200 LIGHTING PLAN E300 LIGHT FIXTURE SCHEDULE & LIGHTING CONTROL DIAGRAM E400 ELECTRICAL SCHEDULES E401 ELECTRICAL POWER RISER DIAGRAM E500 LIGHTING ENERGY FORMS E501 LIGHTING ENERGY FORMS -REVIEWED-FOR- -CODE-COMP-DANCE APPROVED �tlW 2o19- i y-ofTakwila- $UI6DIN6-D WISiON- - FtL OPY Wes-----�a-- P�rl+ev W appr*,rF. rors ana- omttlMns. Approv I rmaa -noraumortze-t Colts nr- ardmanCe. - Copy and � City of TuKw9a @UILOING DIVISION MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94143 &m"els A R C H I T E C IT S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE 99634F ER 6 DREW R MAGNUS N STATE OF W ASHING ON STORE #: 047 PROJECT: MORPHE WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA98188 A/E PROJECT NO.: DRAWN BY: CHECKED BY: ISSUES AND REVISIONS: M0047 XG ALM /JBQ/ DRM 100%CHECKSET 05.16.2019 LL/PERMIT /BID 05.23.2019 SHEET TITLE: PROJECT INFORMATION RESPONSIBILITY SCHEDULE E = EXISTING, T = TENANT, GC = GENERAL CONTRACTOR, LL = LANDLORD E FURNISH INSTALL NA REMARKS E FURNISH INSTALL NA REMARKS E I FURNISH INSTALL NA REMARKS PRE -CONSTRUCTION T IGCILL T IGC LL SALES AREA CONSTRUCTION T IGCILL T IGCILL MANAGER'S OFFICE CONSTRUCTION T IGC LL T IGCILL CODES AND STANDARDS 0 ALL CONSTRUCTION TO MEET OR EXCEED APPLICABLE CURRENT LOCAL CODES AND STANDARDS FLOORING 01 COORDINATE WITH TENANT VENDOR FLOORING LANDLORD'S RULES AND REGULATIONS — i 0 ALL CONSTRUCTION TO MEET LANDLORD'S WRITTEN CONSTRUCTION STANDARDS _-- WALL BASE 0 0 -- - WALL BASE 0 0 -- PERMITS AND FEES 0 ® COORDINATE WITH TENANT PRIOR TO BID WALL GRAPHICS 0 0 G.C. TO ALLOW 48 HOURS FOR PAINT TO CURE PRIOR TO INSTALLATION OF WALL GRAPHICS PAINT PROJECT COORDINATION 0 - PAINT — 0 0 -- CEILING ASSEMBLY 0 0 SEE SHEET A300 FOR ADDITIONAL INFORMATION PROJECT SUPERVISION 0 FULL TIME 10B SUPERVISION REQUIRED ON SITE WALLCOVERING 0 0 G.C. TO ALLOW 48 HOURS FOR PAINTTO CURE PRIOR TO INSTALLATION OF WALLCOVERING SHELVES AND DESK SURFACE PROJECT SCHEDULING 0 MAINTAIN APPROVED PROJECT SCHEDULE — CEILING ASSEMBLY 0 0 SEE SHEET A300 FOR ADDITIONAL INFORMATION 2" GROMMET AT DESK SURFACE 0 0 SEE SHEETA220 FOR ADDITIONAL INFORMATION INSURANCE ® -- PERIMETER FIXTURE, SHELVING, HARDWARE, ETC. 0 0 -- SAFE 0 0 — -- WARRANTIES AND BONDS 0 FREE STANDING FIXTURES/ASSEMBLY 0 0 TASK CHAIR 0 0 G.C. TO ASSEMBLE FIELD VERIFICATION 0 PRIOR TO BID SUBMITTAL CASHWRAP/BACKWRAP 0 0 - FILE CABINET(S) 0 0 G.C. TO ASSEMBLE TEMPORARY HEAT 0 0 -- LIGHT BOX 0 0 G.C. TO INSTALL FABRIC GRAPHICS STANDARDS AND HARDWARE 0 0 G.C. TO FURNISH J INSTALL CONCEALED FRT BLOCKING AS REQUIRED -- — TEMPORARY ELECTRICAL ® 0 -- CASH REGISTERS AND EQUIPMENT 0 ® - DATA CABINET 0 0 G.C. TO FURNISH / INSTALL PAINTED FRT BACKBOARD JOB PHONE/CELL PHONE/COMPUTER/PRINTER/FAX 0 0 COMPUTER TO HAVE ADOBE ACROBAT CAPABILITY INTERIOR SIGNAGE 0 ! -- MEDIA CABINET 0 0 G.C. TO FURNISH / INSTALL PAINTED FRT BACKBOARD CONSTRUCTION BARRICADE 0 0 G.C. TO COORDINATE LOCATION OF DOORS WITH BARRICADE VENDOR BAR STOOLS BARRICADE GRAPHICS 0 0 COORDINATE WITH TENANT VENDOR DIGITAL DISPLAY MONITOR (LED) 0 0 G.C. TO PROVIDE POWER AND DATA -- - CONSTRUCTION DUMPSTER 0 0 COORDINATE TIMING OF REMOVAL WITH TENANT MULTI -PORT LISS CHARGER - — ----- — -- -- — — E FURNISH INSTALL NA REMARKS E FURNISH INSTALL NA REMARKS E FURNISH INSTALL NA REMARKS GENERAL CONSTRUCTION T IGC) LL T GCI LL STUDIO CONSTRUCTION T (GCI LL T (GCI LL TOILET ROOM CONSTRUCTION T GCI LL T GCI LL CONSTRUCTION PROGRESS PHOTOS ® ® WEEKLY PHOTOS OF CONSTRUCTION PROGRESS TO BE SENT ELECTRONICALLY TO TENANT'S PM AND ARCHITECT'S PM FLOORING 0 0 COORDINATE WITH TENANT VENDOR FLOORING 0 0 - INSPECTIONS 0 FINAL INSPECTIONS TO BE COMPLETED PRIOR TO MERCHANDISING. COORDINATE MERCHANDISING DATE WITH TENANT'S PM. WALL BASE 0 0 - WALL BASE 0 0 -- RECEIPTAND STORAGE OF GOODS ® ! INCLUDING TENANT SUPPLIED ITEMS -PROTECT FROM DAMAGE PAINT _ _ 0 0 _ WAINSCOT INVENTORY VERIFICATION 0 VERIFY ALL DELIVERIES WITHIN 24 HOURS CEILING ASSEMBLY 0 0 SEE SHEET A300 FOR ADDITIONAL INFORMATION PAINT CLEAN UP/SUBCONTRACTORS 0 0 RESPONSIBLE FOR CLEAN UP AND REMOVAL OF OWN CONSTRUCTION WASTE ACOUSTICAL PANELS 0 0 - CEILING ASSEMBLY 0 0 SEE SHEET A300 FOR ADDITIONAL INFORMATION CONCRETE SLAB 0 -- PIN MOUNTED SIGNAGE 0 0 G.C. TO FURNISH / INSTALL CONCEALED FRT BLOCKING AS REQUIRED. — ACCESSORIES 0 0 G.C. TO FURNISH / INSTALL CONCEALED FRT BLOCKING AS REQUIRED — DEMOLITION 0 0 — COORDINATE EXTENTS WITH BALANCE OF CONSTRUCTION DOCUMENTS — TV MONITOR 0 L_ 0 — G.C. TO FURNISH / INSTALL CONCEALED FRT BLOCKING AND POWER AS REQUIRED. SHELVING 0 0 G.C. TO FURNISH / INSTALL CONCEALED FRT BLOCKING AS REQUIRED CONCRETE SLAB PREPARATION 0 0 _ J INCLUDING PATCH, REPAIR, SAWCUTS, CORE, CHANNELING, AND FLOOR LEVELING FURNITURE 0 0 _— - WATERPROOF MEMBRANE DEMISING WALL STUDS 0 -- T CURTAIN AND ROD 0 G.C. TO FURNISH / INSTALL CONCEALED FRT BLOCKING AS REQUIRED. -- — DEMISING WALL GYP. BD. 0 0 PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING AND FOR FINISH LEVEL AS NOTED CEILING MOUNTED BACKDROP 0 G.C. TO FURNISH / INSTALL CONCEALED FRT BLOCKING AS REQUIRED. -- -- ----- CONTROL OR EXPANSION JOINTS ItJ fIOOR, WALL—-- S AND/OR CEILINGS — 0 0 AS REQUIRED OPAQUE DOOR GRAPHICS -- METAL STUD FRAMING 0 0 SEE SHEET A100, A200, AND A300 FOR ADDITIONAL INFORMATION. WALL GRAPHICS 0 0 G.C. TO ALLOW 48 HOURS FOR PAINT TO CURE PRIOR TO INSTALLATION OF WALL GRAPHICS - -- METAL STRAPPING/FRT WOOD BLOCKING 0 DOOR FRAMES 0 0 0 U.N.O., SEE SHEET A200 AND A610 FOR ADDITIONAL INFORMATION -- -- - -- DOORS 0 0 0 U.N.O., SEE SHEET A200 AND A610 FOR ADDITIONAL INFORMATION -- -- -- -- DOOR HARDWARE GYP. BD. FINISHING AND PAINTING ACOUSTICAL/THERMAL INSULATION ACCESS PANELS 0 ! 0 0 0 0 i 0 0 U.N.O., SEE SHEET A200 AND A610 FOR ADDITIONAL INFORMATION - AT STUDIO WALLS AND CEILING AND AS REQUIRED ELSEWHERE. AS REQUIRED BY LANDLORD, CODE AND/OR TO ACCESS CONCEALED STORE COMPONENTS -- -- -- -- -- -- -- -- -- "" -- " UNISTRUT AND ALL RELATED COMPONENTS 0 0 -- -- - ' SEALANTS AND CAULKING FIREPROOFING/FIRE CAULK 0 0 FLOORING TRANSITIONS STRIPS/FLOOR SCREEDS 0 0� -- -- -' — -- E FURNISH INSTALL NA REMARKS E FURNISH INSTALL NA REMARKS E FURNISH INSTALL NAI REMARKS STOREFRONT CONSTRUCTION T IGCI LL T (GCI LL STOCKROOM HALLWAY CONSTRUCTION T IGC) LL T GCj LL POST CONSTRUCTION I T IGC LL T IGC) LL MALL COMMON AREA FLOORING 0 0 0 i PROTECT FROM DAMAGE, PATCH AND REPAIR TO LIKE NEW FLOORING 0 @ — BARRICADE REMOVAL 0 0 G.C. TO COORDINATE WITH TENANT/ LANDLORD'S REPRESENTATIVE LANDLORD'S NEUTRAL PIERS 0 0 0 PROTECT FROM DAMAGE, PATCH AND REPAIR TO LIKE NEW WALL BASE 0 0 -- CLEAN UP/PROFESSIONAL FINAL CLEAN 0 0 CLEAN GLASS LESS THAN 24 HOURS BEFORE PUNCH AND AGAIN JUST BEFORE STORE OPEN LANDLORD'S BULKHEAD 0 0 0 PROTECT FROM DAMAGE, PATCH AND REPAIR TO LIKE NEW PAINT 0 0 -- V.C.T. FLOOR CLEANING 0 0 AFTER FINAL CLEANING, APPLY 3 COATS OF WAX 3/4" METAL BLACK REVEALS 0 0 -- CEILING ASSEMBLY 0 0 SEE SHEET A300 FOR ADDITIONAL INFORMATION EXCESS FINISH MATERIALS 0 0 G.C. TO COORDINATE WITH TENANT STOREFRONT FACADE TENANT FINISHES 0 0 -- BACK OF HOUSE EQUIPMENT — 0 0 _ - CERTIFICATE OF OCCUPANCY— ALUMINUM WINDOW GLAZING SYSTEM 0 0 -- _— MICROWAVE/REFRIGERATOR 0 0 _ -- CONSTRUCTION PUNCH LIST 0 0 JOB SUPERVISOR AND G.C. PM TO BE PRESENT AT PUNCH AND COMPLETE LIST PRIOR TO LEAVING WINDOW GLAZING 0 0 -- FIRST AID KIT 0 0 - LIEN WAIVERS 0 0 _ ENTRY DOORS, HARDWARE AND ALL RELATED COMPONENTS.. ® 0 COAT HOOK 0 0 -- PROJECT COMPLETION PAPERWORK 0 0 G.C. TO COORDINATE WITH TENANT -- SLIDING SECURITY GRILLE AND ALL ASSOCIATED COMPONENTS--- ® _ DRY ERASE J CORK BOARDS 0 0 -- -- -- DISPLAY SOFFIT FRAMING AND GYP. BD. 0 ® -- LOCKERS MAIN FACADE SIGNAGE 0 0 G.C. TO COORDINATE WITH SIGN VENDOR SHELVING -- BLADE SIGNAGE 0 0 G.C. TO COORDINATE WITH SIGN VENDOR TABLE OTHER SIGNAGE 0 0 G.C. TO COORDINATE WITH SIGN VENDOR CHAIRS 0 ADDRESS/SUITE NUMBER LETTERING 0 0 AS REQUIRED BY BUILDING/FIRE AUTHORITY HAVING JURISDICTION AND/OR LANDLORD LADDER 0 0 -- -- --' BRAKE METAL APPLICATIONS f 0 COORDINATE WITH TENANT'S VENDOR EMPLOYEE TIMECLOCK 0 0 0 0 SEE SHEET E001 FOR ADDITIONAL INFORMATION -- -- — - JEWED_MF? -_ — — CODE COMPLIANCE _ PPROVED— JUN2Z019 — — — — Cit Oi'- WAIa— BUILDING DIVISION MEP CONSTRUCTION FIRE PROTECTION CONSTRUCTION SEE SHEET MP001 FOR MECHANICAL RESPONSIBILITIES -" - - SEE SHEET E001 FOR ELECTRICAL RESPONSIBILITIES SEE SHEET MP001 FOR PLUMBING RESPONSIBILITIES — - FIRE SPRINKLER SYSTEM AND FIRE ALARM SYSTEM (IF APPLICABLE) ARE NOT WITHIN THE SCOPE OF THIS PERMIT AND WILL BE DEFERRED SUBMITTAL UNDER A SEPARATE PERMIT. TENANT'S G.C. SHALL CONTRACT DIRECTLY WITH LANDLORD'S REQUIRED FIRE SPRINKLER AND/OR FIRE ALARM CONTRACTOR. DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO LOCAL JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF SAID WORK. CITY OF'1 UK�YtLA MAY 30 2019 PERMIT CENTER MORPHS 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 t � L J /L IT A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www,finn-daniels.com CONSULTANTS: SEAL/SIGNATURE 91634 �� REGISTERED ARCHITEC T 7!WASHING MAGNUSON SON STORE #: 047 PROJECT: WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM /JBQ/ DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/PERMIT/BID 05.23.2019 SHEET TITLE: RESPONSIBILITY SCHEDULE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONTRAST WITH ITS BACKGROUND WITH EITHER A LIGHT SYMBOL ON A DARK BACKGROUND OR DARK SYMBOL ON A LIGHT BACKGROUND. 1. THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE A NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHTCHARACTERS ON DARK BACKGROUND OR DARK CHARACTERS ON LIGHT BACKGROUND. 2. IDENTIFICATION SYMBOLS THAT DO NOT CONTAIN RAISED TEXT OR BRAILLE ARE TO BE CENTERED ON DOOR 60" MAXIMUM ABOVE FLOOR AND ARE TO BE DISTINCTLY DIFFERENT FROM THE DOOR IN COLOR AND CONTRAST. 3. PROVIDE ROOM IDENTIFICATION SIGN ON LATCH SIDE OF DOOR. MOUNTING HEIGHT SHALL BE A MINIMUM OF 48" ABOVE THE FINISH FLOOR TO THE BASELINE OF THE LOWEST TACTILE CHARACTER AND A MAXIMUM OF 60" ABOVE THE FINISH FLOOR TO THE BASELINE OF THE HIGHEST TACTILE CHARACTER. AN 18"X18" CLEAR FLOOR SPACE SHALL BE PROVIDED CENTERED ON THE TACTILE SIGNAGE OUTSIDE THE SWING OF THE DOOR. 4. LETTERS & NUMBERS ON SIGNS SHALL BE RAISED 1/32" MIN., UPPER CASE, SANS SERIF, AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE A MIN. OF 5/8" HIGH, BUT NO HIGHER THAN 2". S. PICTORIAL SYMBOLS SIGNS SHALL BE ACCOMPANIED BY EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MIN. OF 6" IN HEIGHT. 6. LETTERS AND NUMBERS ON SIGNS SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT RAISED LETTERS. CHARACTERS SHALL BE SPACED %"MIN. AND 4 TIMES THE RAISED CHARACTERS STROKE MAX. LINES SPACING SHALL BE 135% MIN. AND 170% MAX. OF THE RAISED CHARACTER HEIGHT. 7. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MIN. HEIGHT IS MEASURED USING AN UPPER CASE I. LOWER CASE CHARACTERS ARE NOT PERMITTED. CHARACTER STYLE SHALL BE SANS SERIF. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 55% MIN. AND 110% MAX OF THE UPPER CASE LETTER "I". 8. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOT DIAMETER SHALL BE .059" MIN-063" MAX., INTER -DOT SPACING .090" MIN-100" MAX., HORIZONTAL DISTANCE BETWEEN CORRESPONDING CELLS .241 MIN-300" MAX., AND VERTICAL DISTANCE BETWEEN CORRESPONDING CELLS .395" MIN-400 MAX. SIGNAGE TO BE INSTALLED ON THE LATCH SIDE OF THE DOOR 1/4" ACRYLIC SIGN - SEE SPEC. FOR COLOR OF HDCP. SIGNAGE ACRYLIC APPLICATION, LETTERING, AND BRAILLE - RAISED 1/32" UNISEXHEIGHT OF LETTERING 5/8" MIN. TO2"MAX. GRADE 2 BRAILLE MACCESSIBLE RESTROOM SIGNAGE A020 3"=1'-0" rio NOT USED A020 NOTES: 1. CLEAR WIDTH OF WALKING SURFACES SHALL BE 36" MINIMUM a. THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32" MINIMUM FOR A LENGTH OF 24" MAXIMUM PROVIDED THAT REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48" LONG MINIMUM AND 36" WIDE MINIMUM. FIXTURES ARE SHOWN TO ILLUSTRATE TYPICAL CLEAR SPACE REQUIRED AT WALKING SURFACE. ITEMS DEPICTED MAY VARY IN VISUAL REPRESENTATIONS, BUT CLEARANCE DIMENSIONS ARE TYPICAL. 2 FLOOR FIXTURE CLEARANCES A020 1/4"=1'-0" i s / I y 1 i L_________va ,. 0¢=¢ r-Z0 z 0 a m 1 1/2" v FROM x c) ; WALL WALL T.O. GRAB BAR (U.N.O.) F.F. 33" MIN. / 36" MAX. AT-r gagm, WE O -------- ° O m Z I a Z O_ j `, `h -o - wz Q .ti c 7 GRAB BAR DETAIL A020 6"=1'-0" V-1z1NOT USED A020 10, 30" 10, 30" 10"-24" 30"' MAX. MIN. MAX. MIN. (24" MAX.) MIN. eo ¢°n Z / oa '¢ is m cam, m� SIDE APPROACH SIDE APPROACH SIDE APPROACH UNOBSTRUCTED REACH OBSTRUCTED REACH OBSTRUCTED REACH 48" 48" 48"' IN. MIN, 20"-25" MIN. 20" (25" MAX.) MAX. i FRONT APPROACH FRONTAPPROACH FRONT APPROACH UNOBSTRUCTED REACH OBSTRUCTED REACH OBSTRUCTED REACH 3 ACCESSIBLE REACH RANGES A 220 1/4"=1'-0" /18" MIN. CLR.ON 36" MIN. CLR. ON TWO HINGED TWO HINGED TWO HINGED / PULL SIDE OF DOOR u _ PULL SIDE OF DOOR w 24" MIN. CLR, ON DOORS IN SERIES DOORS IN SERIES DOORS IN SERIES 'LULL SIDE OF DOOR I„I w Q U 1 I 1 3 L=:;Zr In U i I z z i i d I 1 1 1 i I I 4> I W o0 L--------� ,{/=��' ',�'r /,. 24"H MIN. CLR. ON 12" MIN. CLR.ON 12" MIN. CLR.ON—� 22" MIN. CLR.ON� 3 PUSSIDE OF DOOR PUSH SIDE OF DOOR IF BOTH PUSH SIDE OF DOOR IF BOTH PUSH SIDE OF DOOR LATCH AND CLOSER ARE PROVIDED LATCH AND CLOSER ARE PROVIDED ? MIN. CLEAR FLOOR WATER CLOSET POINT OF SALES SPACE / TURN MIN. CLEAR FLOOR SPACE MIN. CLEAR FLOOR LAVATORY CLEAR CLEAR FLOOR DRINKING FOUNTAIN PARALLEL APPROACH 48"X30" COUNTER / REACH SPACE SPACE/TURN FLOOR SPACE CLEAR FLOOR SPACE CLEAR FLOOR SPACE CENTER 4'-0' (FORWARD APPROACH SPACE SPACE 0"TURN) SPACE 60" 30" 60" 30" ON 36" WIDE CLEAR COUNTER SIDEI AND SIDE APPROACH} (RADIUS -TURN} MIN '1 MIN. MIN. MIN. SPACE r_________., ------------, POINT OF SALES- ! 30" COMPUTER D r-----7 /' ��\ m z i i i i i EQUIPMENT, P. �t i 60"Sh \i� �_� \. tD� �z i j N� v�I i n2 io - z i i �� 1 j �I ED iv —CLEAR FLOOR 6 6 a a i 1 I 1 SPACE REQUIRED __" I_____________ ___ 2" 36" 2" zEQ. EQ. EQ. EQ. UNDER LOW ~ � I MIN. I DRINKING 12'4" � CL. LAV. CL. D.F. FOUNTAIN EMPLOYEE SIDE 4 ACCESSIBLE CLEARANCES - PLAN A020 1/4"=1'-0" FIXTURES ARE SHOWN TO ILLUSTRATE TYPICAL HEIGHTS FROM FINISH FLOOR. ITEMS DEPICTED MAY VARY IN VISUAL REPRESENTATIONS, BUT HEIGHTS ARE TYPICAL ADJACENT WALL FLUSH CONTROLS SHALL BE 36" MIN. 54" MIN. 18" MAX. CL. LOCATED ON OPEN SIDE OF 16" MIN. WATER CLOSET AS SHOWN d CL. TOILET 39"-41" CENTER ABOVE LAVATORY PIPE SHALL BE INSULATED. THERE SHALL BE NO SHARP Gv v CL. iv CL. OR ABRASIVE SURFACES z 18" 54" MIN. 2„ 24" oo z 2" MIN. 12„ UNDER LAVATORY `-' I 1 MIN. oa oadG� MAX. [17 -do,h,;, 1 8" MIN. 7"MIN. 1 mQ< m m00g vOi 9"MAX.V F- I= 0 0 z z CL z z 6" MAX. 1" MIN. MIRROR (BOTTOM EDGE o� TOILET SEAT HT. TOILET TOILET PAPER DISPENSER ,-1 ,..� SANITARY NAPKIN DISPOSAL ,m., TOILET SEAT COVER DISPENSER GRAB BARS GRAB BARS OF REFLECTIVE SURFACE) A.D.A. LAVATORY ADA COMPLIANT (SHOWN DASHED) TO BE E� ADDED UNDER HIO D.FTOCOMPLY WITH PROTRUDING OBJECTS RANGE REQUIREMENTS. G.C. TO COORDINATE W/ PLUMBING CONTRACTOR. 15" 5" CL. r�/ ;-- o 0 `N; 2��_6„ YYYY 12,_0„ MIN. MAX. I D �j -mv' -ym'. CUSTOMER EMPLOYEE o _ _`r g�� MIN, SIDE SIDE N SIDE VIEW FRONT VIEW M" MIN. 6" AX, 11 PAPER TOWEL SOAP MOP SINK FAUCET ELEC./DATA COAT LIGHTSWITCH T-STAY FIRE ALARM SURFACE MOUNTED POINT OF SALES COUNTER HI-LO DRINKING DISPENSER DISPENSER OUTLET U.N.O. HOOK U.N.O. PULL STATION FIRE EXTINGUISHER FOUNTAINS 8 ACCESSIBLE MOUNTING HEIGHTS A020 1/4"=1'-0" V'13�NOT USED A020 V'14_'� NOT USED A020 ss� NOT USED REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUW VtLA MAY 302019 PERMIT CENTER MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www,finn-daniels.com CONSULTANTS: SEAL/SIGNATURE 91684 V GISTEREDCHITEC T DREW R. MAGNUSON STATE OF W ASHINGT ON STORE #: 047 M0`RPHE WESTFIELD SOLITHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM / JBQ/ DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL / PERMIT / BID 05.23.2019 SHEET TITLE: ACCESSIBILITY DETAILS V"16-) NOT USED I AC120 V"171 NOT USED A020 rli1 NOT USED A020 r19'� NOT USED I A02o 2D"\ NOT,USED J,$ ADJACENT TENANT (N.I.C.) 10T-9 3/4" (E) V.I.F. LEASE LINE TO LEASE LINE 22'-9 3/8" (E) V.LF. 5'-61/2" (E) V.LF. 30'-0" (PER LL BASE BUILDING DWGS) V.I.F. 30'-0" (PER LL. BASE BUILDING DWGS) V.I.F. 15'-0" (PER LL. BASE BUILDING DWGS) V.I.F. V-6 3/8" (E) V.I.F. LEASE LINE TO LEASE LINE LEASE LINE COL CL TO COL. CL COL. CL TO COL. CL COL CL TO COL. CL COL. CL TO TO LEASE LINE 2'-111/2" (E) V.I.F. LEASE LINE LEASE LINE TO LEASE LINE w 1 1 W o w d 'Q o°� LANDLORD SERVICE ' CORRIDOR tL zW r (N.I.C.-) - - .,.. - -x - - :»- ,--, - .. .. ..�, '. , ,.,,-...-- - .... _ 10 ADJACENT TENANT (N.LC.) --__ _____ET r Z MANAGER'S OFFICE_ TTOILET ROOM HALLWAY x; 32" CLR. 1 O1 SQ. FT. 65 SQ. FT. 58 SQ. FT. 167 ==`s (160 OCC.) w H�EB....� 10 ------r 4i, :�Caciir■ ■ysr u, ;iti{E'�i'"l' {* :K3�a ., w'u r r „ 4�+ .,, w .atih d ar:M ,p(31,�yapC r3 I /�� 1 - ily s � r:, �r t a F a i a. , $ . � .t .. :+'.. .�. . u S , .Ld 11; W y I\� .�'_ -.. .W-.W N ,,. L____� I � 1 / j �� I-""- f` `%. < � `Oa ) •i`',1� •r 1N .' � � §� �:�;,. 1 I'.( i I 1 I i I I I (I I 1 I I ;: U% �. ;: ,I -K,' IG: Flt,.,. j[ ( \ __ I .. �, .... �....I .,.. ..... i I I� u i I I �� \\; \\ \/t 1 t t F `� `��' `Fa r� � I --+--I I I � � I � I I � 1 � 1 `� 1 - �"'',� � : / � ( o -' = vwi L V• GC F I I I � zl 1 G,��,,�nI.w„"`� u z 7. � 1 `� d%`-�.�` �� i DAP 1*-- ` --� r/ 1 \\ A G( � I I `ice p a F n 1 r ��•'� <\ .\ 1//3AVE!?ACL yt \0NA z V Z ii 1 ( IrrT % i Jj\/ \X \ \� \�\ // - _ i XXX \iy\ \ \\ \ h W m V .- �Z; I I I 1 I C 1 1Ll Q N N r<. <' "+, I I I t.u,.vi T ( it I 1 / \ f \ 1 .- \-- l / \ 1 \ \ I l l 1 W W � a ." i i �- � !,,, �; _ = (1 ' �� k T �iii A 1� \ i i 1 1 N"' / I77 i1 A i 11 l u' �pR� II \ I\ I I a _-------_-_-I I II 1 iii I 1 _ x 4 3vzs"xn . ,t 1 STOCKROOM STUDIO SALES AREA 1 SQ. FT. 447 SQ. FT. 293 SQ. FT. 2,486 i ( 41'-(E) V.I.F. 101CL. TO COL. CL 31'-3 3/8" (E) V.I.F. 28'-8" (PER LL. BASE BUILDING DWGS) V.I.F. 41'4" (PER LL. BASE BUILDING DWGS) V.I.F. V-5" (E) V.I.F. LEASE LINE TO COL. CL COL. CL TO COL. CL COL. CL TO COL. CL COL. CL TOLEASE LINE 102'-5 3/8" (E) V.I.F. LEASE LINE TO LEASE LINE J $ ADJACENT TENANT (N.I.C.) I 1 1 i 1 . 1 1 EGRESS PLAN A030 1/4"=1'-0" OCCUPANTLOADS A. DESIGN OCCUPANT LOAD (WBC TABLE 1004.1.2) 1. SALES AREA 2,486 S.F. / 60 = 42 OCCUPANTS 2. STUDIO 293 S.F. / 15 = 20 OCCUPANTS 3. BACK OF HOUSE 737 S.F. / 300 = 3 OCCUPANTS 4. TOTAL OCCUPANT LOAD = 65 S. SEE SQUARE FOOTAGE BREAKDOWN ON SHEET A000 FOR ADDITIONAL INFORMATION. nnC ice CC A. EXITS 1. NUMBER REQUIRED (WBC 1006.2.1)=2 2. NUMBER OF ACCESSIBLE REQUIRED (WBC 1009.1)=2 3. ARRANGEMENT (WBC 1007.1.1) = NOT LESS THAN 1/3 OVERALL DIAGONAL 4. TRAVEL DISTANCE MAXIMUMS • EXIT ACCESS (WBC 1017.2) = 250 FT • COMMON PATH OF TRAVEL (WBC 1006.2.1) = 75 FT 5. WIDTH MINIMUMS • DESIGN EXIT WIDTH (WBC 1005.3.2).2X65=13" • ACCESSIBLE WIDTH (WBC 1009 & ICC/ANSI A117.1403.5.1) = 36" • DOORS (WBC 1010.1.1 & ANSI A117.1404.2.2) =32" MIN. CLEAR 6. EXIT ACCESS (WBC 1016.2) -EGRESS THROUGH INTERVENING SPACES SHALL COMPLY WITH THIS SECTION. • 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. 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is Occupied; illumination level shall be not less than 1 footcandle at the walking surface: The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharge. NOT USED EMERGENCY ILLUMINATION FOR BUILDINGS AND F` DURATION OF ILLUMINATION (1008.3.2-1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of istorage batteries, unit equipment or an on -site; generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at J any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 fi shall not be exceeded, f i I EGRESS PLAN KEYNOTES O EXISTING FIRE RATED GYP. BD. TENANT SEPARATION DEMISING PARTITION TO REMAIN, REFER TO SHEET A200 FOR ADDITIONAL INFORMATION. O NEW ILLUMINATED EXIT SIGN. REFER TO SHEETA300 FOR ADDITIONAL INFORMATION. EGRESS LEGEND s 36" WIDE EGRESS PATH •....................• PATH OF TRAVEL u DIRECTION OF EGRESS REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2019 City Of Tukwila BUILDING DIVISION TRANSITION FROM COMMON PATH OF TRAVEL TO EXIT ACCESS PATH OF TRAVEL MIDPOINT OF EXIT ACCESS PATH OF TRAVEL �} 4 3a r r r } MAY 30 2019 MORPHS 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H 1 T E C T 5 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE REGISTERED ARCHITECT DREW R. MAGNUSON I STATEOFWASNINC 01'.+ STORE #: 047 PROJECT: M ORPHE UUESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA98188 A/E PROJECT NO.: DRAWN BY: CHECKED BY: ISSUES AND REVISIONS: M0047 XG ALM /JBQ/ DRM 100% CHECKSET 05.16.2019 LL / PERMIT/ BID 05.23.2019 SH EET TITLE: EGRESS PLAN u z w z ¢ w z :- H � z + Z et 22'-9 3/8" (E) V.I.F. 5'-61/2" (E) V.I.F. LEASE LINE TO LEASE LINE LANDLORD SERVICE CORRIDOR (N.I.C.) �•g ADJACENT TENANT (N.LC.) ( J (ri G 107'-9 3/4" (E) V.I.F. \T/ 2'-111/2" (E) V.I.F. LEASE LINE TO LEASE LINE 30'-W (PER LL. BASE BUILDING DWGS) V.I.F. 30'-0" (PER LL. BASE BUILDING DWGS) V.I.F. 15'-0" (PER LL. BASE BUILDING DWGS) V.I.F. l' V-6 3/8" (E) V.LF. COL. CL TO COL. CL COL. CL TO LEASE LINE -_-_-_-_-_-_-----------------------_--------- - -- r� - I - ___-T i - - - - i Ir�- l0 ---I i - 1--- , r- 10 __---� I fl, I --------------u----------------� L - - - - t-----------------u----------------u----- ------------� -Ir- ' fi L -11 L r 10 22 10 10 22 ------------------------ II 11 it 25 i II (1 I I it (E) 4 1/2" H , , I I ( TENANTTILE r I - L-----------------------------J PLATFORM O O6 ( D 13 15 17 I i 22 `\�� I (E) GYP. BD. (E) TENANT 10 15 (E) FITTING ROOM(S) 10 FOR REMOVAL/RELOCATION OF HVAC EQUIPMENT, I i _ _ __ _ _ t� CEILING AT TILE (E) TENANT rr -) ( i DUCTWORK, ELECTRICAL AND PLUMBING LINES. SEE - -i �� SALES AREA FLOORING TILE L J MECHANICAL, ELECTRICAL, AND PLUMBING SPECIFICATIONS FLOORING RESPECTIVELY. COORDINATE WITH LANDLORD. I r r i I (E) SALES AREA - - - ------------�------_ T- -- __- i I i DEMOLITION SUB -CONTRACTOR IS RESPONSIBLE FOR --- I I I 10 - I i VISITING SITE FOR VISUAL INSPECTION PRIOR TO BID. ` ( rl E) TENANT I r _ ( I 1(E) U L - - - f I� / TILE r n TILE i 10 10 ALL NOTES AND KEYNOTES ABOVE ARE TYPICALTHROUGH --J FLOORING,, IL 15 ii ENTIRE r LEASE SPACE. I`( J2121 I1021 (E) TENANT 10 15 (E) 41/2" H PAINTED CONCRETE ________ r-----------------------------TENANT _ ___ __ 15 FLOORING (E)TENANT PLATFO RM 10 TILE (E)TE116FLOORING _ _J PAINTED CONCRETE �r ;rr NANT FLOORING / 10 p 1 1 I I I ) I (E) TENANT (E) STOCKROOM __ \ I I i i I 1 L- _. - _I i TILE i I i (( i t i i it 25 (+ 9 9 -- I 1 1. I I I - FLOORING (E) ELECTRICAL___ I I r r r I��T i II _ L-----------------------------' II L-------- J--------------- ------------J 1 O L------------------------------------------ (E) TENANT 10 ( 10 i I I I I I i I I VINl0 l0 FLOORING YL I I I I I - 1 1 I i I L J I I zz 2z 10 I i i 10 2z I l I 1 1 II I ETOIL ET�i ( r� II it ii ii O �) I ROOM I I 1 1. I 10 )) 23 I 23 I 23 123 (I 10 15 14 � � � L• — -'-'-I r- — � L — J L ____ _ � L1 I { - 10 (I 10 I to I to I 10 I 10 I I 10 ( to I 10 1 1 V! ' r9 -- ----� F------------------------ 12 I I I I---( I---_ —) I--- —� L----- L (L-------� (— —� L__--J L_ J L J L I L J —------- ---------------------------------------------- ,T 4z- ------ ---- ----- ----- J �" :. 4 , r .,wEli .. __ _ .�r€,� .u,.. .. ....v ,-..,ems,>.�ra., c ;�, > .., ,. ,....: <r�.,.. _-: �> >a. ,....::: �>, ,>. , .,�. ... .. ..,....ti, .a .,, M ....� � , >„-,,,.._ . ,.,, ._.�. ...,..,... ,.x. ..., _..... _ ,.. ,..._.. ... .. ................... ........ ..... .._._. ... _ _. _ _ _ . _.. A d�AI1��R`. ADJACENT TENANT (N.I.C.) 014cm 10 10 --)t---------------------- L - - - - -)t--------------- —n L, —� f II � Ii II i1 10 22 10 I I I 10 ---------------------------- II II II II 11 II II II i1 i i �i II i1 i--'---- (E) TENANT TILE 1 I I 21 1 1 21 I I I L- 1 1 i i J L FLOORING(TYP.)�) I I 1 1 I I I r -1 i f----, 10 ) 10 I ( 10 I 10 ) 10 _ 21 I I 21 11 Z II i J --------,------_ - -------_ -------L - -3 ( 10 _I 10 19 20 19 2 1 19 I � 1'-4" (E) V.I.F. ' COL. CL TO COL CL 31'-3 3/8" (E) V.I.F. 28'-8" (PER LL. BASE BUILDING DWGS) V.I.F. 41'-1" (PER LL. BASE BUILDING DWGS) V.I.F. V-5" (E) V.I.F. ASE LINE TO COL. CL COL. CL TO COL. CL COL. CL TO COL. CL LCOL. CL TO EASE LINE ___.. 102'-5 3/8" (E) V.I.F. J.8 ) ADJACENT TENANT (N.I.C.) 101 CODE COMPLIANCE APPROVED JUN 2 2019 > i City of Tukwila, 1 DEMOLITION PLAN BUILDING DIVISION A100 1/4"=1'-0" SHEET NOTES 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 CONDITIONS SET FORTH IN THE LEASE. COMPLY WITH APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REFRIGERANT LINES ARE PRESENT THAT MUST BE PROPERLY DRAINED (TO E.P.A. STANDARDS) PRIOR TO REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY, AND ENVIRONMENTAL PROTECTION. DEMOLITION. SEE DEMOLITION NOTES IN MEP SPECIFICATIONS. 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 WITHOUTTHE TO CONSTRUCTION. FAILURE TO BE ACQUAINTED WITH THIS KNOWLEDGE DOES NOT RELIEVE CONTRACTOR OF APPROVAL OF THE LANDLORD AND COORDINATING WITH NEIGHBORING TENANTS. ANY RESPONSIBILITY. CONTRACTOR SHALL PERFORM A FULL WALK-THROUGH OF SPACE WITH TENANT 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 REGULATIONS. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE(S). PROVIDE BRACING OR SHORING AS REQUIRED GENERAL CONTRACTOR WILL ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE, OR INJURY. 3. COORDINATE DEMOLITION WORK WITH STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS, 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. DIMENSIONS AND ANY OBSTRUCTIONS THAT MAY EXIST THROUGHOUT ENTIRE DEMISED SPACE. ANY AND ALL DISCREPANCIES WITH THE INTENDED DESIGN SHALL BE BROUGHTTO THE ATTENTION OF THE ARCHITECT'S 13. DO NOT BLOCK REQUIRED EXITWAYS, ERECT BARRICADES AND PROVIDE TEMPORARY LIGHTING IF REQUIRED PROJECT MANAGER PRIOR TO ANY NEW CONSTRUCTION. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR TO MAINTAIN EGRESS PATH OF TRAVEL. ALL ALTERATION COSTS IN CONSTRUCTION (AND ALL ARCHITECT'S AND ENGINEER'S FEES REQUIRED FOR 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 POSSESSION OF SPACE. ITEMS, INCLUDING ABOVE EXISTING AND NEW CEILINGS. BURNING MATERIAL ON SITE IS NOT PERMITTED. DO NOT ALLOW DEMOLISHED MATERIAL TO COLLECT AND CREATE A HAZARD. REMOVE FROM SITE ON A REGULAR 5. REMOVE AND DISPOSE OF ALL EXISTING INTERIOR PARTITIONS, DOORS, DROPPED CEILINGS, CEILING BASIS; DAILY IF REQUIRED. SUSPENSION SYSTEMS, SOFFITS, MERCHANDISE DISPLAY FIXTURES, SHELVING, AND WALL BRACKETS UNLESS OTHERWISE NOTED, 15. THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE IF ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL ISOLATE THE 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, PLUMBING AND MECHANICAL EQUIPMENT TO REMAIN FOR RE -USE. ALL UNUSED ELECTRICAL WIRING SHALL 16. THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE LIABLE FOR ANY DAMAGES CAUSED BY ANY BE PULLED BACK TO THE MAIN SWITCH GEAR, ALL UNUSED PLUMBING LINES SHALL BE CAPPED IN THE WALL EXISTING WATER LEAKAGES AND MOLDS. OR BELOW FLOOR. 17. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF ''.... 7. EXERCISE EXTREME CARE DURING DEMOLITION AS TO NOT DISRUPT OR DAMAGE ANY EXISTING UTILITIES OR PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. SPRINKLER LINES WHICH SERVICE ADJACENT TENANTS. GENERAL CONTRACTOR WILL BEAR THE SOLE RESPONSIBILITY OF ANY SUCH DISRUPTION OR DAMAGE. 8. COORDINATE THE REMOVAL, DISCONNECTION AND/OR CAPPING OF ANY UTILITIES WITH LANDLORD'S FIELD REPRESENTATIVE AND ANY APPLICABLE UTILITY COMPANIES. ALLABANDONED ELECTRICAL, TELEPHONE CONDUIT, PLUMBING LINES, DRAIN LINES, AND MECHANICAL DUCTWORK AS THE RESULT OF DEMOLITION SHALL BE REMOVED BACK TO THE LANDLORD'S ORIGINAL POINT. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES, DEMOLITION PLAN KEYNOTES (D LEASE LINE. 15 REMOVE ALL EXISTING FLOOR FINISHES THROUGHOUT LEASED SPACE TO LANDLORD'S CONCRETE SLAB, O EXISTING FIRE RATED GYP. BD. TENANT SEPARATION DEMISING PARTITION TO REMAIN. PROTECT FROM 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 LEVELSLAB DAMAGE. PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING AND FOR SMOOTH APPLICATION OF CANNOT BE ACHIEVED. TENANT FINISHES AS SCHEDULED. VERIFY EXISTING CONDITIONS IN FIELD PRIOR TO BID. EXISTING REAR SERVICE DOOR TO REMAIN. PROTECT FROM DAMAGE. REFER TO SHEETA610 FOR 16 EXISTING STOCK FIXTURES TO BE REMOVED, U.N.O. ADDITIONAL INFORMATION. 17 CONTRACTOR TO REVIEW EXISTING CONDITIONS ABOVE PROPOSED CEILING CONSTRUCTION PER A300. ANY O EXISTING LANDLORD NEUTRAL PIER TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS OBSTRUCTION THAT EXISTS BELOW OR ABOVE WITHIN 12" OF PROPOSED CEILING HEIGHTOR ANY REQUIRED. COORDINATE WITH LANDLORD'S ON SITE REPRESENTATIVE, OBSTRUCTION THAT MAY AFFECT PROPOSED CEILING DESIGN SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY AND PRIOR TO CONSTRUCTION. O PATCH AND REPAIR ANY EXISTING FIRE -PROOFING, RATED WALL AND FLOOR/CEILING ASSEMBLIES AS 18 SEE BARRICADE ELEVATION 16/A530 FOR LOCATION OF BARRICADE DOORS. REQUIRED TO MAINTAIN FIRE RATING. OEXISTING REMOVE EXISTING CEILING, FRAMING, LIGHT FIXTURES, HVAC GRILLES, DIFFUSERS AND DUCTWORK, U.N.O. 19 O BASE BUILDING STRUCTURAL COLUMN TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. ANY EXISTING FIREPROOFING AT STRUCTURAL MEMBER TO MAINTAIN REQUIRED FIRE RATING. O7 REMOVE EXISTING GYP. BD. SOFFITS AND FRAMING, U.N.O. 20 EXISTING PIPES TO REMAIN. PROTECT FROM DAMAGE. VERIFY EXISTING CONDITIONS IN FIELD PRIOR TO BID. 21 REMOVE EXISTING FITTING ROOM PARTITIONS, ACCESSORIES, AND ALL ASSOCIATED BLOCKING. O REMOVE EXISTING DISPLAY FIXTURES, WALL STANDARDS, SHELVING, WALL BASE AND FURRING TO FACE OF DEMISING PARTITION, U.N.O. 22 EXISTING CEILING COVE UP -LIGHTS ABOVE GYP. BD. SOFFIT TO BE REMOVED. O9 LOCATION OF EXISTING ELECTRICAL EQUIPMENT. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL 23 EXISTING MOBILE SHELVING AND TRACK TO BE REMOVED AND DISCARDED. PREP FLOOR AS REQUIRED BY INFORMATION. NEW FLOOR FINISH MANUFACTURERS RECOMMENDATIONS. 10 REMOVE EXISTING WALL PARTITIONS AND DOORS, SHOWN DASHED. 24 ALL EXISTING FINISHES IN LANDLORD SERVICE CORRIDOR TO REMAIN, PROTECT FROM DAMAGE. 11 EXISTING CASHWRAP, BACKWRAP AND ALL ASSOCIATED COMPONENTS, INCLUDING ELECTRICAL, TO BE 25 REMOVE EXISTING DISPLAY PLATFORM AND ALL ASSOCIATED COMPONENTS. REMOVED. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 12 EXISTING STOREFRONT, GLASS, GLAZING FRAMES, AND SOFFITTO BE REMOVED. PROTECT LANDLORD'S BULKHEAD AND COMMON AREA FLOORING FROM DAMAGE. PATCH AND REPAIR AS REQUIRED. SALVAGE LANDLORD TILE FLOORING FOR REUSE IF APPLICABLE. VERIFY EXISTING CONDITIONS IN FIELD PRIOR TO BID. 13 REMOVE EXISTING WALLS, CEILING, FINISHES, PLUMBING FIXTURES, LIGHTING, SHELVING, ETC. SHOWN DASHED. EXISTING TO REMAIN SHOWN SHADED. PATCH AND REPAIR EXISTING TO REMAIN AS REQUIRED. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION, 14 EXISTING TOILET ROOM TO BE DEMOLISHED. REFERTO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. DEMOLITION PI i- = EXISTING CONSTRUCTION AND/OR FIXTURES TO REMAIN (SHOWN SOLID) AND EXISTING CONSTRUCTION AND/OR FIXTURES TO BE REMOVED (SHOWN DASHED) _- AND -_ EXISTING SOFFIT/CEILING TO BE REMOVED (SHOWN DASHED) AND 8- LINE OF CONSTRUCTION BARRICADE - SEE BARRICADE ELEVATION 16/A530 EXISTING HEIGHTS MAY 30 2019 BOTTOM OF LOWEST OBSTRUCTION: 12'-0' A.F.F. @ VAV BOTTOM OF LOWEST STRUCTURE: 14'-8 1/4" A.F.F. @ BEAM @ STOCKROOM PERMIT CENTS BOTTOM OF ROOF DECK: 17-61/2" A.F.F. @ FRONT 17'-S 1/4" A.F.F. @ REAR BOTTOM OF LOWEST DUCTWORK: 12'-2" A.F.F. @ MALL S/A DUCT TO VAV, S/A DUCT @ IV-S"A.F.F. BOTTOM OF SPRINKLER MAIN: 14'-3 3/4" A.F.F INJ, BOTTOM OF SPRINKLER BRANCHES: 15'-0" A.F.F. r, '80TTOM OF EXISTING CEILING: VARIES, V,LF. r-------------------- - ------ -----------------------� I HEIGHTS ARE APPROXIMATE AND SHOULD BE VERIFIED IN THE FIELD PRIOR I TO BID. NOTIFY ARCHITECT IMMEDIATELY OF ANY HEIGHTS THAT AFFECT ANY j CONSTRUCTION PER THE BALANCE OF THIS CONSTRUCTION DRAWING SET, L--------------------------------------------------J MORPHS 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 mummmm A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE 11634 R EGISTERED STATE OF DREW R. MAGNUSOPd W ASH!NGl ,;V L STORE #: 047 mmmomm PROJECT: MORPHE WESTFIELD SOLITHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM / JBQ/ DRM ISSUES AND REVISIONS: 100%CHECKSET 05.16.2019 LL/PERMIT/BID 05.23.2019 SHEET TITLE: DEMOLITION PLAN t J.8 ADJACENT TENANT (N.I.C.) 107'-9 3/4" (E) V.I.F. LEASE LINE TO LEASE LINE 22'-9 3/8" (E) V.I.F. V-61/2" (E) V.I.F. 30'-0" (PER LL. BASE BUILDING DWGS) V.I.F. 30'-0" (PER U.. BASE BUILDING DWGS) V.I.F. 15'-0" (PER LL. BASE BUILDING DWGS) V.I.F. V-6 3/8" (E) V.I.F. LEASE LINE TO LEASE LINE LEASE LINE COL. CL TO COL. CL COL. CL TO COL. CL COL. CL TO COL. CL COL CL TO TO LEASE LINE 2'-111/2" (E) V.I.F. LEASE LINE LEASE LINE TO LEASE LINE 71/4"(E) 5'-� 1/8" 13'-7" (HOLD) 27'-43/4" 5-2 3/4" 8" V.I.F. SEE STOREFRONT SHEETS > of z 40 14 +I 1 2 00 14 1514 00 1 2 14 V ow V O LANDLORDSERVICE a fi m w CORRIDOR N.I.C. v z _ ADJACENT TENANT (N.LC.) — — — — .., — — - - - — — — — — — — — - — — - — — — w qq w I ( 10 _ ---- ----- _ 4 TX - r+ z 1 2 00 1 00 2 m 2 4 A700 - .`---16 ---- 0 v m I I V 08,- 40 6 11 6 11 6 11 13 6 11 0 40 6 11 6 11 40 13 6 11 6 11 6 11 6 11 40 - I 9 w awro'i w¢'-w^+Z"ap' ~J `_--•_-28..n_ - -�A4A10 _ ii ii .....I - b�i 4 ��_-`-��- --- _-(III _-_ -------------- --y-n- -__-- > z 9 !MANAGER'S �Fi HALLW' Y II 3 0 I`SAOFFICE 0 9b-----N�-+z 2m' T616'' T11 TOILET 17 7OO A410 3 RO0 �- --_ro - 0 lIl oa Ow IiIiI III( 0 0 11 4,C i I ;'� 1° 0 a I I 0 -��'., A400 I 'g Q jlI 0 D a m I I 2 � V >"j ¢ O Z 1 4 2 I 01 I 2 SALES FLOOR A500 ------- ------- s z ,_ 5" 2'-0, 5-7112" ? W w T --------- c A400 A400 - ,, Nd o u w j STOCKROOM `� v p A /' V I t I A500 ti10 a D�/ 1 z I I 0 ' m D A410 B STUDIO ( I I m m N w 00 C A I I I I 0 D 5 B 0 1 A400 � I I C I 0 40 6 11 6 11 6 11 13 6 11 0 q0 6 11 6 T 4p ( 6 11 40 I I I m ( I I 0 02 I 1.=. 4 I I 1.. 2 00 40 14. 15 14 (DI ( 00 14 3 5/8" (E) 20'-10 3/4" 5" 12'-10" 5' 26'-1" ± 13'-7" (HOLD) 23'-2 1/4" 4'-8 3/4" 6° F G.C. TO REVIEW SUBFLOOR STRUCTURE, SYSTEMS, AND SERVICE V.I.F. SEE STOREFRONT � PRIOR TO CONSTRUCTION FOR CONDITIONS PREVENTING FLOOR j SHEET i PENETRATIONS INDICATED IN THE CONSTRUCTION DRAWINGS. I COORDINATE ON SITE AND WITH LANDLORD'S REPRESENTATIVE. I CONDITIONS PREVENTING LAYOUT AS SHOWN SHALL BE BROUGHT TO THE ATTENTION OF THE TENANT'S PROJECT - - ILMANAGER IMMEDIATELY AND PRIOR TO FRAMING. I --- -------------- _--- ___------- � j SEE SHEET A030 FOR REQUIRED CLEARANCES/EGRESS PATH. j P-4" (E) V.I.F. COL.CLT0COL. CL i------------------------------------------� 31'-3 3/8" (E) V.I.F. 28'-8" (PER LL. BASE BUILDING DWGS) V.I.F. 4V-1" (PER LL. BASE BUILDING DWGS) V.I.F. V-5" (E) V.I.F. SEE SHEET A610 FOR DOOR SCHEDULE AND DETAILS. LEASE LINE TO COL. CL COL. CL TO COL. CL I COL. CL TO COL. CL COL. CL TO _____________________________________J LEASE LINE i CONTRACTOR TO X-RAY EXISTING SLAB PRIOR TO WORK. NOTIFY 102'-5 3/8" (E) V.I.F. j TENANT'S PM AND ARCHITECT IMMEDIATELY UPON I COMPLETION OF X-RAY AND PRIOR TO ANY FURTHER WORK i LEASE LINE TO LEASE LINE j `-WITH ANY ISSUES OR CONCERNS PREVENTING WORK AS SHOWN. j ----------------------------------------� J 8 ADJACENT TENANT(N.LC.) J.05 .1 REVIEWED FOR I CODE COMPLIANCE APPROVED JUN282019 I of fla 1 FLOOR PLAN BUILD, G DIVISION A200 1/4"=1'-0" SHEET NOTES 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 THE EXISTING SLAB. REPAIR OF EXISTING CONDITIONS MAY BE REQUIRED, VERIFY IN FIELD. 2. NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH PLANS IN RELATION TO THE EXISTING FIELD CONDITIONS. 14. ALL SLAB PENETRATIONS SHOULD BE COORDINATED WITH ON -SITE OPERATIONS MANAGER. WATERPROOF MEMBRANE MUST BE WATER TESTED BY G.C. AND APPROVED BY ON -SITE OPERATIONS MANAGER, 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO NOT SCALE. CONTACT ARCHITECT FOR ANY CLARIFICATIONS NEEDED. 4. DIMENSIONS ARE FROM THE FACE OF FINISHED WALL TO FACE OF FINISHED WALL U.N.O. S. ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED AND CONDITIONED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN SPECIFICATIONS AND/OR INSTRUCTIONS. 6, ALL WORK SHALL BE EXECUTED IN A MANNER ACCEPTABLE TO THE TENANT. 7. THE G.C. SHALL PROVIDE AND PAY ALL LABOR, MATERIALS EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, TRANSPORTATION, PERMITS, AND OTHER SERVICES AND FACILITIES NECESSARY FOR PROPER AND TIMELY EXECUTION OF WORK, U.N.O. 8. THE G.C. WARRANTS TO THE OWNER, ARCHITECT, AND ENGINEERS THAT ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONTRACT ARE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORK WILL BE INSTALLED AS SPECIFIED AND FREE OF DEFECTS. 9. APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY LOCAL AUTHORITY. COORDINATE WITH TENANT AND BUILDING INSPECTOR ON LOCATION(S) TO BE INSTALLED. 10. ALL PENETRATIONS OF FIRE RESISTIVE FLOOR OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UL STANDARDS FOR THE THROUGH PENETRATION FIRESTOP SYSTEMS. THE G.C. SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING TO THE ARCHITECT. SUCH DRAWING SHALL BE AVAILABLE TO ANY INSPECTOR. THE DRAWING SHALL BE SPECIFIC FOR EACH PENETRATION WITH VARIABLES DEFINED. 11. THE G.C. IS TO REPLACE ANY FIREPROOFING REMOVED FROM THE BUILDING STRUCTURE DURING DEMO UTI ON/CONSTRUCTION. 12. THE G.C. IS RESPONSIBLE FOR MAINTAINING INTEGRITY OF RATED PARTITIONS AND STRUCTURE WHERE PENETRATED BY VARIOUS TRADES AND SERVICES. 15. ACCESS PANELS IN WALLS FOR PLUMBING, MECHANICAL, OR ELECTRICAL ACCESS ARE TO BE FRAMELESS AND FLUSH WITH THE GWB PANELS. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 16. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS, AND JAMBS AS REQUIRED TO MAKE ASSEMBLY RIGID. 17. THE G.C. SHALL SUPPLY AND INSTALL PROPER AND ADEQUATE WOOD BLOCKING TO SUPPORT ALL OWNER SUPPLIED FIXTURES AND G.C. SUPPLIED AND INSTALLED ITEMS FOR FIRM AND SECURE INSTALLATION ON WALLS, COLUMNS, ETC. G.C. SHALL COORDINATE WITH FIXTURE VENDOR FOR REQUIRED LOCATIONS AND ADEQUACY OF BLOCKING REQUIREMENTS AND PROVIDE ALL SUCH BLOCKING PRIOR TO CLOSING UP ANY AND ALL WALLS, COLUMNS, ETC. ALL AREAS TO BE PHOTOGRAPHED OR WITNESSED AND SIGNED OFF BEFORE COVERING BLOCKING, IF REQUIRED BY CODE AND/OR LOCAL BUILDING OFFICIAL, BLOCKING SHALL BE FIRE RETARDANT TREATED OR METAL TO MEET SUCH REQUIREMENT. 18. THE G.C. IS RESPONSIBLE FOR PROVIDING PROTECTION AGAINST DAMAGE TO EXISTING FURNITURE, ADJACENT FINISHED WORK, FLOORING, ETC. 19. THE G.C. IS RESPONSIBLE FOR THE FINAL CLEANUP OF THE ENTIRE PREMISES INCLUDING BUT NOT LIMITED TO FLOORS, MILLWORK, FIXTURES, ETC. FOLLOWING THE INSTALLATION OF THE MILLWORK. (D LEASE LINE. 15 EXISTING PIPES TO REMAIN. PROTECT FROM DAMAGE, VERIFY EXISTING CONDITIONS ON SITE, FRAME AROUND AS NECESSARY. (DEXISTING FIRE RATED GYP. BD. TENANT SEPARATION DEMISING PARTITION TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING AND FOR SMOOTH APPLICATION OF 16 PROVIDE SOUND ATTENUATION INSULATION AT STUDIO WALLS. SEE PARTITION DETAILS ON SHEETA600 TENANT FINISHES AS SCHEDULED. VERIFY EXISTING CONDITIONS IN FIELD PRIOR TO BID. FOR ADDITIONAL INFORMATION. O EXISTING REAR SERVICE DOOR TO REMAIN. PROTECT FROM DAMAGE. REFER TO SHEETA610 FOR 17 HI-LO DRINKING FOUNTAIN. SEE DETAIL 14/A700 AND PLUMBING DRAWINGS FOR ADDITIONAL ADDITIONAL INFORMATION. INFORMATION. O EXISTING LANDLORD NEUTRAL PIER TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS REQUIRED. COORDINATE WITH LANDLORD'S ON SITE REPRESENTATIVE. O COORDINATE BELOW FLOOR WORK FOR CASHWRAP WIRING AS REQUIRED WITH LANDLORD. SEE ELECTRICAL DRAWINGS. O SALES AREA DISPLAY MILLWORK AND EQUIPMENT. REFER TO SHEETS A220, A400, AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. O ACCESSIBLE TOILET ROOM. REFER TO SHEET A700 AND MEP DRAWINGS FOR ADDITIONAL INFORMATION. 8 REFER TO SHEETS A220 A410 O AND DRAWINGS MEP A INGS FOR ADDITIONAL INFORMATION REGARDING BACK OF HOUSE FIXTURES AND EQUIPMENT. O9 LOCATION OF ELECTRICAL EQUIPMENT. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 10 FIRE EXTINGUISHER. THE MAXIMUM TRAVEL DISTANCE FROM ANY PORTION OF THE SPACE TO THE FIRE EXTINGUISHER LOCATION SHALL NOT EXCEED 75 FT. PREFERRED LOCATION SHOWN, HOWEVER G.C. TO COORDINATE EXACT LOCATION AND QUANTITY WITH FIRE DEPARTMENT AND BUILDING DEPARTMENT AUTHORITIES HAVING JURISDICTION IN FIELD PRIOR TO FINAL INSPECTIONS. 11 PROVIDE FIRE RATED PLYWOOD BLOCKING IN WALLS WHERE WALL FIXTURES ARE TO BE INSTALLED. SEE SHEETA400 FOR ADDITIONAL INFORMATION. COORDINATE ALL REQUIREMENTS WITH MILLWORK VENDOR AND MILLWORK SHOP DRAWINGS. 12 INSTALL PARTITION SO BACKSIDE OF GYP. BD. IS TIGHTTO EXISTING STRUCTURAL COLUMN. 13 INSTALL PARTITION 50 BACKSIDE OF METAL STUD IS TIGHT TO EXISTING STRUCTURAL COLUMN. 14 EXISTING BASE BUILDING STRUCTURAL COLUMN TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR ANY EXISTING FIREPROOFING AT STRUCTURAL MEMBER TO MAINTAIN REQUIRED FIRE RATING. PAINT TO MATCH WALL FINISHES WHEN EXPOSED. WALL PARTITION LEGEND EXISTING FIRE RATED GYP. BD. TENANT SEPARATION DEMISING PARTITION TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING. DO VERIFY EXISTING CONDITIONS IN FIELD PRIOR TO BID. NEW NON -RATED INTERIOR PARTITION: ONE LAYER 5/8" GYP. BD. ON EACH SIDE OF 8 METAL STUD FRAMING TO 6" ABOVE ADJACENT CLG. FINISH, U.N.O. EXTEND GYP. BD. FULL HEIGHT TO UNDERSIDE OF FLOOR DECK ABOVE WHERE NO CLG. EXISTS. A600 0 E S NEW NON -RATED INTERIOR FURRED PARTITION: ONE LAYER 5/8" GYP. BD. ON EXPOSED 9 SIDE ONLY OF METAL STUD FRAMING TO 6" ABOVE ADJACENT CLG, FINISH, U.N.O. 40 EXTEND GYP. BD. FULL HEIGHTTO UNDERSIDE OF FLOOR DECK ABOVE WHERE NO CLG. A600 EXISTS. NEW NON -RATED PARTIAL HEIGHT FURRED PARTITION: ONE LAYER 5/8" GYP. BD. 4, 5 OVER ONE LAYER 3/4" FIRE RATED PLYWOOD OVER 7/8" HAT CHANNEL OVER TWO A620 0 LAYERS 3/4" FIRE RATED PLYWOOD. NEW NON -RATED DISPLAY PARTITION: ONE LAYER 5/8" GYP. BD. ON EACH SIDE OF 18 METAL STUD FRAMING TO 6" ABOVE ADJACENT CLG. FINISH U.N.O. EXTEND GYP. BD. 0 FULL HEIGHT TO UNDERSIDE OF FLOOR DECKABOVE WHERE NO CEILING EXISTS. GYP. A620 J-� BD. IS INTERRUPTED BY RECESSED AREA. SEE DETAIL FOR ADDITIONAL INFORMATION. 3/4" FIRE RATED PLYWOOD TO BE INSTALLED IN RECESSED AREA. ED CITY OF TU ILA �v 30 PERMIT CENTER NOTES: 1. USE W.R. GYP. BD. BEHIND ALL PLUMBING FIXTURES, IMMEDIATELY ADJACENT TO PLUMBING FIXTURES AND THROUGHOUT TOILET ROOM. 2. REFER TO 16/A600 FOR METAL BACKING PLATE DETAILS 3. REFER TO 17/A600 FOR STUD GAUGE LIMITING HEIGHT - MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE REGISTERED ARCHITECT DREWR.MAGPOIc,rI STATE OFINASHI GI m s STORE #: 047 PROJECT: WESTFIELD SOLITHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM/JBQ/DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL / PERMIT / BID 05.23.2019 SHEET TITLE: FLOOR PLAN SHEET NOTES 1. EXAMINE ALL SURFACES TO BE PAINTED UNDER THIS CONTRACT TO VERIFY THE WORK AND SUBSTRATE CONDITIONS INSTALLED AND LEFT BEHIND AS A RESULT OF ALL TRADES IS IN A SATISFACTORY CONDITION TO RECEIVE PAINT OR SPECIFIED FINISH. 2. PAINTER SHALL BE RESPONSIBLE FOR THE REMOVAL OF HARDWARE, SWITCH COVERS, OUTLET COVERS, ETC. AND REINSTALLATION OF SAME AFTER PAINTING. 3. WHERE EXPOSED TO VIEW, ALL METAL SURFACES SHALL BE PROPERLY PREPPED PRIOR TO PAINTING. 4. WHERE EXPOSED TO VIEW, EXISTING STEEL COLUMNS AT SALES AREA SHALL BE PREPPED, PAINTED AND RECEIVE BASE. OWNER MAY ELECT TO FUR OUT COLUMN, VERIFY WITH FIXTURE VENDOR PRIOR TO BID. S. THE G.C. SHALL PATCH, REPAIR, AND/OR EXTEND EXISTING DEMISING WALLS TO MAINTAIN EXISTING FIRE RATING (AS REQUIRED). 6. FOLLOWING DEMOLITION ACTIVITIES, PATCH AND REPAIR ALL EXISTING SURFACES TO REMAIN. PATCH SHALL MATCH ADJACENT CONDITIONS FOR A UNIFORM APPEARANCE, 7. ALL OUTSIDE CORNERS AT DRYWALL PARTITIONS AND FURRED WALLS TO HAVE METAL CORNER BEADS TAPED AND SPACKLED SMOOTH. S. THE G.C. WILL REPAINT AND/OR REPAIR THE LANDLORD'S PROPERTY (BULKHEADS, REAR CORRIDOR, ETC.) IF DAMAGED DURING TENANT IMPROVEMENT. 9. ALL PAINTS AND WALL COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATION FOR THE PARTICULAR SURFACE. 10. AFTER COMPLETION OF PAINTING, ALL PAINT MATERIALS AND EQUIPMENT SHALL BE REMOVED. ALL PAINT SPOTS SHALL BE REMOVED AND ALL AREAS SHALL BE THOROUGHLY CLEANED. ANY DIR AND DEBRIS CAUSED BY WORK SHALL BE CLEANED UP AS WORK PROGRESSES. 11. RETOUCH OR REFINISH SURFACES DAMAGED BY SUBSEQUENT WORK AS DIRECTED BY G.C. THE COST OF SUCH RESTORATION WORK SHALL BE BORNE BY THE G.C. 12. WIPE CLEAN ALL SURFACES WITH DAMP CLOTH. 13. REMOVE ALL ROUGH SURFACE SPACKLE FROM WALL BEFORE BASE APPLICATION. 14. BASE SHALL BE GLUED TIGHT TO WALL, WITH NO DELAMINATION OR BUBBLES. 15. FLOORING CONTRACTOR SHALL HAVE A MINIMUM (5) YEARS EXPERIENCE WORKING WITH THESE TYPES OF PRODUCTS. 16. PATCH ALL AREAS WHERE FLOOR IS CRACKED OR NOT LEVEL PRIOR TO FLOORING INSTALLATION. 17. INSTALL ALL FLOORING PER MANUFACTURER'S SPECIFICATIONS. PROVIDE ALL NECESSARY CONTROL JOINTS, EXPANSION JOINTS, AND GAPS REQUIRED PER MANUFACTURER'S RECOMMENDATIONS. 18. TYPICAL FLOORING TRANSITIONS ARE AT BACKSIDE OF DOOR OR AT BACKSIDE OF OPENING IF NO DOOR IS PRESENT. 19. ALL TILE TO BE SET FLAT, LEVEL, AND TRUE. 20. GROUTJOINTS ARE TO BE EQUAL IN DIMENSION. CONFIRM WIDTHS WITH TENANT. PROVIDE GROUT SAMPLES FOR APPROVAL. 21. THE G.C. SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE FINISHES IN THE STORE, WALLS, FLOORS AND CEILINGS PRIOR TO TURNOVER. G.C. SHALL TOUCH-UP ALL CORNER BEADS, WALLS, CEILINGS, FLOORING AND ANY DAMAGE CAUSED BY OTHER TRADES INCLUDING MILLWORK PRIOR TO TURNOVER. 22. ALL MILLWORK TO BE SUPPLIED BY FIXTURE VENDOR AND INSTALLED BY G.C., U.N.O. SEE FIXTURE PLAN. FINISH NOTES 1. ALL INTERIOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH CURRENT STATE AND LOCAL BUILDING CODES. THE G.C. SHALL PROVIDE ALL FLAME SPREAD AND SMOKE DENSITY RATING FOR FINISH MATERIALS TO BE BUILDING DEPARTMENT AS REQUIRED. 2. ALL INTERIOR WALL AND CEILING FINISHES SHALL MEET THE FOLLOWING SPECIFICATIONS: MALL SIDE WALLS AND CEILING A. CLASS'S' FLAME SPREAD INDEX 26 TO 75 MAX B. SMOKE DENSITY RATING 300 MAX TENANT SIDE WALLS AND CEILING A. CLASS'C' FLAME SPREAD INDEX - 76 TO 200 MAX B. SMOKE DENSITY RATING 450 MAX 3. ALL WOOD MUST BE CLASS W FIRE RATED NON-COMBUSTIBLE MATERIAL AND ALL WOOD FIXTURES MUST BE CLASS W STAMPED OR FURNISH MANUFACTURER'S CERTIFICATION. 4. ALL MATERIALS INSTALLED SHALL BE A MIN. OF CLASS 11; EXCEPTALL MATERIALS INSTALLED ON THE STOREFRONT SHALL BE A MIN. OF CLASS 1. MATERIALS NOT MEETING THE CLASS MIN., SHALL BE COVERED WITH A COATING OF NOT LESS THAN 1/28" THICK THAT IS FIRE RATED FOR THE REQUIRED CLASSIFICATION. 5. AFTER INSTALLATION OF ALL FIXTURES, G.C. TO TOUCH UP ANY SURFACES THAT MAY BE DAMAGED. 6. WITHIN (3) DAYS OF THE COMPLETION OF DEMO., G.C. IS RESPONSIBLE FOR TESTING THE CONC. SLAB FOR MOISTURE CONTENT USING WAGNER RELATIVE HUMIDITY RAPID RH TESTING KIT. G.C. TO CONTACT PRODUCT MANUFACTURER. PRIOR TO BIDDING FOR TESTING, EXISTING CONDITIONS RECOMMENDATIONS AND COMPLETE APPLICATION INSTRUCTIONS. G.C. MUST PROVIDE ADD ALTERNATE BID ON BID FORM. SEE MOISTURE BARRIER CHART FOR TESTING REQUIREMENTS AND PRODUCT SPECIFICATIONS. 7. AFTER REQUIRED MOISTURE AND RELATIVE HUMIDITY TEST RESULTS ARE RECEIVED, G.C. IS RESPONSIBLE FOR PROVIDING A LEVEL CONCRETE SLAB PRIOR TO FLOOR INSTALLATION. G.C. MUST FOLLOW MANUFACTURER RECOMMENDATIONS AND INSTRUCTIONS FOR SUITABLE SUBSTRATES, FLOOR PREPARATION, AND APPLICATION. G.C. TO PROVIDE BID ON BID FORM FOR THE FOLLOWING: • FOR MINOR SURFACE CONCRETE DEFECTS, PATCHING, SMOOTHING, AND FEATHERING; RECOMMENDED PRODUCTS INCLUDE - ARDEX - FEATHER FINISH; SELF -DRYING, CEMENT -BASE FINISHING UNDERLAYMENT - MAPEI - PLANIPROP FF; PREMIUM SKIMCOATING AND PATCHING COMPOUND - MAPEI - PLANIPATCH: FAST -SETTING, POLYMER -MODIFIED, CEMENT -BASED PATCHING COMPOUND • FOR MAJOR CONCRETE DEFECTS AND SELF -LEVELING REPAIR; RECOMMEDNED PRODUCTS INCLUDE: ARDEX- K-15: SELF -LEVELING SUB -FLOOR SMOOTHING COMPOUND - MAPEI - PLANIPATCH PLUS SYSTEM: AN EMBOSSING LEVELER - MAPEI - ULTRAPLAN I PLUS: HIGH-PERFORMANCE, QUICK -SETTING, SELF -LEVELING UNDERLAYMENT 8. G.C. SHALL TRIM BRAKE METAL AND SCRIBE BASE WHERE REQUIRED ON SITE VERIFY IN FIELD. 9. ALL FINISHES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 10. FOR ALL WALLS TO RECEIVE BOTH PAINT AND CUSTOM WALL COVERING GRAPHIC, G.C. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED AND ENSURE A LEVEL 5 FINISH. G.C. TO USE ACRYLIC OR ENAMEL BASE PAINT NOT LATEX. ALLOW PAINT TO OFF -GAS FOR A MIN. OF 48 HOURS PRIOR TO WALL COVERING INSTALL. SIGN VENDOR TO APPLY GARDZ SURFACE SEALER AND INSTALL WALL COVERING. FINISH A. LEGEND ml mom FINISH PLAN OS EXTEND MALL COMMON AREA FLOORING TO NEW STOREFRONT BASE LINE. EXTEND IN FULL TILES, REMOVE EXISTING PARTIAL TILES AND REPLACE WITH NEW AS REQUIRED. (D REFER TO STOREFRONT DRAWINGS FOR STOREFRONT FINISHES. 33 CENTER FLOOR FINISH WITHIN EXTENTS OF FLOOR FINISH PERIMETER, AS SHOWN. 44\ G.C. TO PAINT WALL BEHIND GRAPHIC P-3 WALL GRAPHIC WC-1 FURNISHED AND INSTALLED BY SIGN VENDOR. O5 PROVIDE FRP-1 AS DIRECTED. REFER TO SHEET A410 AND 13 & 14/A700. O6 NOT USED. t�7 WATERPROOF MEMBRANE PER LANDLORD REQUIREMENTS - REFER TO DETAIL 11/A700. O BEFORE NEW FLOORING IS INSTALLED, G.C. TO ENSURE EXISTING CONCRETE SLAB IS SMOOTH AND LEVEL THROUGHOUT THE ENTIRE SPACE. O G.C. TO PROVIDE CONTRASTING "RED" V.C.T. FOR AREA OF ELECTRICAL EQUIPMENT CLEARANCE. 10 TILE PATTERN START POINT AT CENTERLINE OF CASHWRAP/BACKWRAP. 11 DURING FLOOR INSTALLATION, TILES SHOULD BE CUT AT FLOOR TRANSITION TO ENSURE FLOORING ALIGNS WITH MILLWORK FIXTURES. TRANSITIONS MAY NOT END WITH FULLTILE. COORDINATE WITH FIXTURE PLAN. REFER TO SHEET A220. 12 TILE PATTERN START POINT AT CENTERLINE OF STUDIO. 13 PAINT RECESS BEHIND LED SCREENS P-4 , SEE DETAIL 18/A620. 14 NOTUSED. 15 WALL AND FLOOR FINISHES ARE TO BE INSTALLED PRIOR TO INSTALLATION OF WALL FIXTURES. MOISTURE BARRIER CHART G.C. SHALL PERFORM RELATIVE HUMIDITY TEST USING WAGNER RELATIVE RAPID HUMIDITY RH TESTING PROBE. G.C. SHALL FOLLOW WRITTEN SPECIFICATIONS PROVIDE BY MANUFACTURER. USE THE BELOW INFORMATION 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 FINISH SCHEDULE KEY I MATERIAL MANUFACTURER DESCRIPTION NOTES KEY I MATERIAL I MANUFACTURER DESCRIPTION NOTES FLOORING WALL F-1 CERAMIC TILE DALTILE FOREST PARK -9"x36" FLOOR FP94; WHITE OAK 1/8" MAX. GROUT JOINT; GROUT TO BE G-1. INSTALL IN RUNNING BOND PATTERN FRP-1 FIBERGLASS REINFORCED PANELS MARLITE WHITE: P-100 4'-0" HIGH F.R.P. PANELS AT TOILET ROOM, DRINKING FOUNTAIN, AND MOP SINK F-2 CERAMIC TILE DALTILE 12"x2JET BLACK, UNPOLISHED, 4„ 1/8" MAX. GROUT JOINT; GROUTTO BE G-2. INSTALL IN RUNNING BOND PATTERN MT-1 BRAKE METAL -- BLACK HIGH GLOSS TO MATCH BENJAMIN MOORE BLACK 2132-lOSEMI-GLOSS P-1 PAINT PAINT BENJAMIN MOORE BENJAMIN MOORE OC-152 SUPER WHITE; FLAT OC-152 SUPER WHITE; SEMI -GLOSS -- -- RECEIVED CITY OF TUKM so Im F-3 V.C.T. -- ARMSTRONG -- 12"x12" TILES; #51904 STERLING MALL FLOOR FINISH COORDINATE WITH LANDLORD REPRESENTATIVE P-2 F-4 P-3 PAINT PAINT BENJAMIN MOORE BENJAMIN MOORE OC-152 SUPER WHITE; - EGGSHELL BLACK 2132-10; SEMI -GLOSS F-5 V.C.T. ARMSTRONG 12"x12" TILES; #51880 MARASCHINO REFER TO PLAN ABOVE FOR AREA OF FLOORING P-4 BASE B-1 WALL BASE 4"0/4" FLAT MDF; G.C. TO PAINT P-4 P-5 PAINT BENJAMIN MOORE SPEC52 SUPER WHITE;U TRA SCUFF-X ( ) P IT CENTER 8-2 WALL BASE JOHNSONITE 4" HIGH VAPOR GRAY VINYL COVE BASE BACK OF HOUSE WALL BASE WC-1 WALL COVERING SIGN VENDOR CUSTOM WALL COVERING GRAPHIC EXTEND FROM FLOOR TO CLG. AND WRAP AT WALL RETURNS; REFER TO FINISH NOTES _ P GROUT G-1 GROUT LATICRETE 90 LIGHT PEWTER PORCELAIN TILE GROUT TO BE INSTALLED PER MFR'S INSTRUCTIONS _ PORCELAIN TILE GROUT TO BE G-2 GROUT LATICRETE 22 MIDNIGHT BLACK INSTALLED PER MFR'S INSTRUCTIONS GLASS CEILING ACOUSTICAL TILE: 2x2; #534 CIRRUS SEE A300 FOR ADDITIONAL CL-1 ARMSTRONG TEGULAR EDGE; WHITE GRID: TILE CEILING 15J16" PRELUDE GRID; WHITE INFORMATION GL-1 GLASS CLEAR TEMPERED STOREFRON GLASS PROVIDED BY STOREFRONT VENDOR P P MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H I T E C T IS 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEA SIGNATURE 9f63d I�STERED AROPoTEC T DREW FLMAGNUSn, STATE OF AA&ih;f STORE #: 047 PROJECT: WESTFIELD SOLITHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA98188 A/E PROJECT NO.: M0047 DRAWN BY: EEC CHECKED BY: ALM /JBQ/ DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/ PERMIT/ BID 05.23.2019 SHEET TITLE: FINISH PLAN J,8 ADJACENT TENANT (N.LC.) 107'-9 3/4" (E) V.I.F. LEASE LINE TO LEASE LINE 22'-9 3/8" (E) V.I.F. 5'-6 1/2" (E) V.I.F. 30'-0" (PER LL. BASE BUILDING DWGS) V.I.F. 30--0" (PER LL. BASE BUILDING DWGS) V.I.F. 15'-0" (PER LL. BASE BUILDING DWGS) V.I.F. 1'-6 COL. (E) V.I.F. LEASE LINE TO LEASE LINE LEASE LINE COL. CL TO COL. CL COL. CL TO COL. CL COL. CL TO COL. CL COL. CL TO LEASE LINE TO LEASE LINE 2'-11 1/2" (E) V.I.F. LEASE LINE TO LEASE LINE I I ! I 2'-01/4 2'-0 1/4" 6" 13'-101/2" 6" 2'-0" 6" 13'_7" 6" 2'-0" 6" 13'-101/2" 6" 6" T-0" 6" I z >oz HOLD 11w v w v i I oo� LANDLORD SERVICE „s ' CORRIDOR (N.LC.) _— — Z— — — — — — — _ — — — — — — • ' ADJACENT TENANT(N.LC.) - - — 10 w = N TBD O s rc M8b M6b M7b M5 M M6b M8b a I I °: vwi _ I o ¢ °° { c a 8'-10 1 2" ) LB D2 4 �r CJ 1 - a / 4'-10" J in w FRAM 1 _ w Q 41, 14 w g M17b M10b M12b MlOb M17b Ml9t i M11b M10b M12b MSOb M17 -wz ) i i i 61 82 BO ( _ >Z� o¢I ----� 6 i 4'_0" f 52 AAAGER'S SEE SHEET v_i C7� E1 OFFICE TOILET ROOM HALLWAY I A210 m - Ez cz D1 - S3 K1 TC1 ❑ _ _ +' M19s __ ALIGN 1 i II��JJ o Q M10b Ml2b <kE>_ ( M10b M12b M10b LL m M20 M15b C R1 L2 cl MSb1 millz V > a Sl .-vim d' ry ' w l ° O R2 _ _ _ ?� M m SALES FLOOR o ( ( I �; ? 0 ,.� w F j Q 0 3'-0' T-0" i 5'-0„ i I ' O p w a z '+; STUDIO m 2'-4 3/4" i i --' w N 0 L1 w 3 z qM STOCKROOM CEDa 1" m cw.� in w o C! M 1 Mllb MSOb M12b M10b M17b 1 N w I 17b M10b M12b M10b 0 0 1`_ CS Tl Tl — 'v V-6" — MlSb �- i Ml9s S'-6 314,, Cl _ roINSIDE V-6" 1 a F.O. I I I STOREFRON -- TI m - - GLASS +i v )r O O O O 0 O ¢ +I a in D �� 10b M19t ~ M106 M12b M10b 1 cr x x x x x x x x M10b M12b 1 3'-0" MIN. C/ 7 t7 N 1 I Q 4 5o Q 1 o f ( FRAME C° n Cf v Cf w 5 � w O � w � �-� ( � L61 I x ( M6b M7b I MS > <=M M6b > <_Mgb_> `: uxi H H vxi vxi vxi uxi uxi M8b a Y 2'-0 1/4"/ 6" 13'-101/2" 6" 2'-O'I 6" 13'-7" 6" 2'-0" 6" 13'-101/2" 2'-0 1/6 T-9 5/8"± HOLD (ALIGN WITH MS FIXTURE OPP.) i I I � I T_4" (E) V.I.F. COL. CLT0COL. CL r-----------------------------I 31'-3 3/8" (E) V.I.F. 28'-8" (PER LL. BASE BUILDING DWGS) V.I.F. 41'-1" (PER LL. BASE BUILDING DWGS) V.I.F. - 1'-5" (E) V.I.F. I SEE SHEET A030 FOR EGRESS AND FIXTURE I LLCOL. CL TOEASE LINE t CLEARANCE REQUIREMENTS. I _________J _____________________ EASE LINE TO COL. CL COL. CL TO COL. CL COL. CL TO COL. CL L. 102'-5 3/8" (E) V.LF. SEE SHEET A020 FOR CLEARANCE I REQUIREMENTS AT DOORS LEASE LINE TO LEASE LINE J 8 ADJACENT TENANT (N.I.C.) i WT i i i i 1 FIXTURE PLAN A220 1/4"=V-0" SHEET NOTES 1. TENANT FIXTURE VENDOR SHALL CONTACT ARCHITECT IMMEDIATELY AND PRIOR TO FABRICATION IF ANY FIXTURES OR FIXTURE SIZES CHANGE FROM WHAT IS CURRENTLY INDICATED IN THIS DRAWING SET. 2. TENANT FIXTURE VENDOR SHALL REFER TO SHEET A020 AND A030 FOR ACCESSIBILITY AND CLEARANCE COMPLIANCE REQUIREMENTS. 3. QUANTITIES INDICATED IN THIS SCHEDULE ARE FOR TENANTS PURPOSES ONLY. CONTRACTOR/VENDOR SHALL SUBMIT BIDS/QUOTES BASED OFF DRAWINGS, NOT QUANTITIES INDICATED HERE. ARCHITECT MAKES NO GUARANTEE THAT QUANTITIES LISTED ARE ACCURATE. 4. ALL FURNITURE PROVIDED BY TENANT FIXTURE VENDOR U.N.O. AND REQUIRES PARTIAL ASSEMBLY BY G.C. FOR INSTALLATION. 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. 6. G.C. TO RECEIVE AND VERIFY QUANTITIES AND ANY DAMAGE UPON RECEIPT. G.C. TO NOTIFY OWNER IMMEDIATELY OF ANY DISCREPANCIES OR DAMAGE. 7. REFER TO ELECTRICAL DRAWINGS FOR ALL FIXTURES REQUIRING ELECTRICAL SERVICE AND CONNECTION. KEYNOTESFIXTURE PLAN O1 PLACE FIXTURE TO ALIGN WITH FLOOR TRANSITION, SHOWN DASHED. SEE A210 FOR ADDITIONAL INFORMATION. O CASHWRAP AND POS SYSTEM. SEE DETAIL 1/A620 FOR ADDITIONAL INFORMATION. ',. (3 BACKWRAP AND LED DISPLAY WALL. SEE DETAIL 16/A620 FOR ADDITIONAL INFORMATION. BRUSH WALL. SEE DETAILS 11/A620, 13/A620, AND 14/A620 FOR ADDITIONAL INFORMATION. O ALIGN FIXTURE WITH CORRESPONDING/MATCHING FIXTURE OPPOSITE SIDE. �6 G.C. TO PROVIDE 2" GROMMET HOLE FOR MANGER'S DESK. INSTALL CENTERED ON LENGTH OF DESK, 4" FROM BACK EDGE OF DESK SURFACE. O7 WALL MOUNTED TELEVISION, SHOWN DASHED. FIXTURE SCHEDULE KEY ACTUAL CITY. TYPICAL CITY. DESCRIPTION KEY ACTUAL QTY. TYPICAL CITY. DESCRIPTION KEY ACTUAL CITY. TYPICAL QTY. DESCRIPTION M1b1 1 1 CASHWRAP-4WELL <= 3 3 CHAIR - STUDIO M2b1 1 1 BACKWRAP-4WELL <=> 1 1 CHAIR - OFFICE - ULINE H-4118 M4 1 1 GRAB AND GO FIXTURE -TBD D1 1 1 DESK AND SHELVES M5 2 2 BRUSH WALL D2 1 1 DRAWING TUBE HOLDER - REFER TO PLUMBING DRAWINGS M6b 4 4 STANDARD WALL E1 1 1 ELECTRICAL CABINET -DATA REVIEWED FOR ODE —COMPLIANCE M7b 4 4 STORY WALL <= 1 1 ELECTRICAL CABINET- MEDIA APPROVED MSb 4 4 MIRROR WALL <= 1 1 FILING CABINET -2DRAWER - ULINE H-1914BL-BLACK —JUt�-M2019— 1� '+ M10b 16 16 GONDOLA K1 1 1 FIRST AID KIT M11b M12b 2 8 2 8 CONSULTATION TABLE HYGIENE TABLE <= <= 1 1 1 1 LOCKERS - SIX TIER (3)WIDE - ULINE H-4809GR-GRAY L ANGERAND HOOK - ULINE 8' H-2797 / EVERBILT 10-3/4" BLACK HEAVY LADDER City of Tukwila BUILDINfa'-DID N M15b 2 2 NESTING FEATURE TABLE Nl 1 1 MICROWAVE - MAGIC CHEF HMM16115T M17b 6 6 END CAP - SINGLE DRAWER R1 1 1 REFRIGERATOR - MAGIC CHEF HVDR104OW RECEIVE® M19s 2 2 TOWER - SHORT R2 1 1 COAT RACK -RICHELIEUHARDWARE 16925BAG CITY OF TUKMLA M19t 2 2 TOWER -TALL <= 4 20 STOCKROOM SHELVING -18"DX48"WX96"H-EXCALIBURSTEEL 13OLTLESS R Y '49 M20 M21 1 1 1 1 NESTING ISLAND TABLE COMPLEXION TOWER GROUPING S2 S3 1 1 1 1 SAFE - G.C. TO SLEEVE BOLTSAFE TO THE FLOOR TOV- (STANDARDS F.R. PLYWOOD SHELVES PAINTED WHITE TOILETROOM SHELVING PEMR— �ChRTE LBl 2 2 LIGHT BOX - 4'-10"W X 11'-3"H <SX 20 0 MOBILE SHELVING - 18"D X 48"W X 96"H (4 SHELVING UNITS TO 1 CARRIAGE) TBD 1 0 LASH FIXTURE (FIXTURE TO BE DEVELOPED) <= 2 2 TABLE - STUDIO Bl 1 1 CORK BOARD - 4'W X 3'H - ULINE H-3946 <= 1 1 EMPLOYEE TIME CLOCK - REFER TO ELECTRICAL DRAWINGS 62 1 1 DRY ERASE BOARD - 4'W X 3'H - ULINE H-617 W 1 1 1 WATER FILTRATION SYSTEM - REFER TO PLUMBING DRAWINGS MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 o-i�r 1 A R C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651,690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE FARCHTITi D T DREWR MAGNU50 STATEOFWASHINGT 1 STORE #: 047 PROJECT: ORPHE WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM /1BQ/ DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/PERMIT/BID 05,23.2019 SHEET TITLE: FIXTURE PLAN !.8 ADJACENT TENANT (N.I.C.) ! T G.$ 107'-9 3/4" (E) V.I.F. LEASE LINE TO LEASE LINE i 22'-9 3/8" (E) V.I.F. 5'-6 1/2" (E) V.LF. 30'-0" (PER LL. BASE BUILDING DWGS) V.I.F. 30'-0" (PER LL. BASE BUILDING DWGS) V.I.F. 15'-0" (PER LL. BASE BUILDING DWGS) V.I.F. V-6 3/8" (E) V.I.F. LEASE LINE TO LEASE LINE LEASE LINE COL. CL TO COL. CL COL. CL TO COL. CL COL. CL TO COL. CL COL. CL TO TO LEASE LINE 2'-111/2" (E) V.I.F. LEASE LINE LEASE LINE ' TO LEASE LINE LL 6(61„ 6w-z _g„1_7" '-21/2" _7„2g1p1�p_g„V 5'-21/2" '-9" 626V-07-762 N I os� ' LANDLORD SERVICE CORRIDOR (N.LC.) z O ADIACENTTENANT(N.LC•) ` 10 __ ..... - w 1 1 ti Tc z 3�x 2 2 1 2 2 9 in W J 20'-9" 7'-10" 8'-2" 4'-6" 4'-0" 3'-2" 7'-11" 3'-3" 5 a h z LL 1 I � i „ i I 1 a wwQ L ---- J 1 I I ip 1 f l' 7 tD � z z +I d 1 1 I z V O ti Z O ar Q z '. O $ II I I it t it it 1 ? m O W U cS V Q m z N u� O v Q z ^ j I I I 1 I 1-I I I ry V a z O 1111 r' n 11 z II 3 LW3 W w I a 1O I I i I m I I O M y m 4 N w 1 w ❑� _ 3 2 6_1„ I w 1 I � io 10 7; U °a 1 r 2,_6" 2,_6„ N = 5 j" 2 W 2 - 1 2 2 4 1 1 4 EQUAL EQUL I h ...,.. ,.... . .,.-. ," .. fix'+.;.. ... ,....,,. ,.. ,.. z 2,_g„ 1,_7„ 5'-21/2" j� 2'_9" 61-W 7'-7" 2'-9" 1'-7" 5'-2 1/2" 1�_p� p_g" 6'-0 3/4" 3„ 1_p11 II j0„ l�_p�� 11_0„ i I � i " V-4" (E) Y.LF. COL. CL To COL. CL 31'-3 3/8" (E) V.I.F. 28'-8" (PER LL. BASE BUILDING DWGS) V.I.F. lr�41'-1" (PER LL. BASE BUILDING DWGS) V.I.F. 1'-5" (E) V.I.F. LEASE LINE TO COL. CL COL. CL TO COL. CL I COL CL TO COL. CL I COL. CL TO LEASE LINE 102'-S 3/8" (E) V.I.F. LEASE LINE TO LEASE LINE I REFER TO ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION I L----------------------------------------J ! ADJACENT TENANT (N,!,g WT I I I 1 FIXTURE OUTLET LOCATION PLAN A230 1/4"=1'-O" =9 WALL DUPLEX OUTLET WALL QUADRIPLEX OUTLET Q FLOOR BOX FOR DUPLEX OUTLET Q DATA OUTLET (WALL MOUNT) © PASS-THRU JUNCTION BOX (MOUNTED FLUSH IN WALL) KEYNOTESPLAN O1 OUTLET MOUNTED AT 13" A.F.F. O OUTLET MOUNTED AT 89" A.F.F. O OUTLET MOUNTED AT 29" A.F.F., COORDINATE WITH MILLWORK CUT-OUTS. (�4 OUTLET MOUNTED AT 18" R.F.F. O OUTLET MOUNTED AT 17" A.F.F. O NOTUSED. �7 1-BOX - SEE DETAIL 16/A620 FOR MOUNTING HEIGHT. HDMI PORT MOUNTED AT 29" A.F.F. O9 OUTLET MOUNTED AT 69" A.F.F. 10 RECESSED HDMI/DATA PORT AND POWER FOR FUTURE TV MONITOR. COORDINATE LOCATION WITH S/A400. 11 DUPLEX RECEPTACLE AND DATA TO BE INSTALLED AT TWO LOCATIONS, (1) EACH AT TV MONITOR AND (1) EACH AT 18" A.F.F. - SEE ELEVATION 5/A400. NOT USED REVIEWED FOR CODE COMPLIANCE APPROVED r JUN 2 8 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 30 zm PERMIT CENTER MORPHS 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE 111834 TREGISR17D ARCHITSCHITEC T DREW R. MAGNUSON STATEOFWABHIiVGT P:. J STORE #: 047 PROJECT: MORPHE WESTFIELD SOUTHCENTER SPACE#1530 637 SOUTHCENTER MALL TUKWILA, WA98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM /JBQ/ DRM ISSUES AND REVISIONS: 100%CHECKSET 05.16.2019 LL/PERMIT/BID 05.23.2019 SHEET TITLE: FIXTURE OUTLET LOCATION PLAN 22'-9 3/8" (E) V.I.F. HALLWAY A.C.T. CEILING @ +9'-0" A.F.F. CL-1 ADJACENT TENANT (N.LC.) MANAGER'S OFFICE TOILET ROOM___ �+ z A.C.T. CEILING @ +9-0" A.F.F. GYP. BD. CEILING @+8'-6" A.F.F. O1 � w CL-1 F P-1 2 O1 J.H ADJACENT TENANT (N.I.C.) 107'-9 3/4" (E) V.I.F. T-61/2" (E) V.I.F. v 30'-0" (PER LL. BASE BUILDING DWGS) V.I.F. LEASE LINE COL. CL TO COL. CL TO LEASE LINE 2'411/2" (E) V.I.F. LEASE LINE TO LEASE LINE LANDLORD SERVICE EQUAEQUAL CORRIDOR (N.I.C.) I. i 30'-0" (PER LL. BASE BUILDING DWGS) V.I.F. H 15'4" (PER LL. BASE BUILDING DWGS) V.I.F. � I I I I I I u -� I I� 11 i0 i`--- J`----` ----- 6 h n 11 a.. J '-i L' --- ---- - ------------------------ ---- ------------ ---- `" 3'-6" 4-413/4"' 4'-0" 4'4' 5'411/4" EQUAL 4'-0" 4'-0" EQUAL 5'-111/4" 4'_0" 4'4' 6' 11—vT 4'-0" - _RR_ _ _ _ — _ ® _ _ _ _ _ _ — - — _ _ _ a _ © _ _ _ _ A A Yl A A A Y1 A A A Yl A A 3 A Yl A — EQ. EQ. EQ�- EQ. - — - EQ. EQ. EQ.- EQ. - — - EQ. EQ. EQ. Q. EQ. EQ. 3-4 5-0 5-0 0....-.-_ _5�-0;`- ._._ _ 5'A" 5'-01, 5'-0" 5'-0_)- - �5 0 _ _ 50" .1 - I It IT � _ I 49"g3�_9„ 3�9n 33,_9,3'9� 3'_9" 3'_9" 3_9�---93�„IIIIIIltIIi 3,_g„1{6 , r I 1 I I 1 I1 i I1 LJ 1 i I I 1 I i I 1 I I I i 1 to ra, a ---- -- II i i i anon ni i 3L i I C, I �'LI sEiI �minrL1 -- --X 9 S j j�l l�j id IIPA i Qml l Q I I �� I I I ml r -� I 1 iiil 4i��ili 1 1 o u I C,1-------- ( _ 1 , I I i w i I i I :mlol IJ� I j I i i I I 1 - 1 1 �� II I3 I i j---i ?� I c o r-t I i I C2 C2 I C2 C2 ° ° I C2 C2 C2 I = LJ I t___J i 1 L I c-iI tA 1 III jj A. __ - J__� A i I III 1 L 1 i I I � II II II I �' 1 1 I I I i I III d _ _ I i 3 P. III 1 i s Ii a it ` I �i --- ==x= ' 3'-4" 5'-0" 5'-0" 5'-0" 5'-0"1 5'-0" 5'-0" �L-�--�' S'-0"1 5'-0" 5 0" S 0 1 2'-6" I v EQ. EQ. EQ EQ. EQ. �--jl EQ. EQ. EQ. EQ. "'EQ. $ EQ. EQ._ __ __ -- - - ---- - --- -- ----- -- '-6" ED P P P P P P P P P P P - E 3'-6'± 4-113/4" 4'_0" 4'_0" 5'-111/4" EQUAL 4'-0" 4'4' EQUAL V-111/4" 4'-0" 4'-0" -- ---- _ r -............... - - ----- - -------------- -- _____ __- _-_ __—__ --- _ I 11 --- it I al v i I EQUAL STOCKROOM STUDIO SALES AREA (+11'-43/4"A.F.F. ( 1 A.C.T. CEILING @ +11-5" A.F.F. GYP. BD. CEILING @ +11'-5" A.F.F. GYP. BD. CEILING @ +11'-5" A.F.F. , B.O. GYP. BD. SOFFIT CL-i P-1 - P-1 P-4 O2 12 V-4" (E) V.I.F. COL. CL TO COL. CL 31'-3 3/8" (E) V.I.F. 28'-8" (PER LL. BASE BUILDING DWGS) V.I.F. 1 41'-1" (PER LL. BASE BUILDING DWGS) V.LF. LEASE LINE TO COL. CL COL. CL TO COL. CL ICOL. CL TO COL. CL 102'-5 3/8" (E) V.I.F. LEASE LINE TO LEASE LINE 6. 8 ADJACENT TENANT (N.I.C.) 05 .1 o) REFLECTED CEILING PLAN SHEET NOTES 1. ALL CEILING HEIGHTS INDICATED ARE FROM FINISH FLOOR TO FINISH CEILING, U.N.O. 2. ALL DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH, U.N.O. 3. REFER TO ELECTRICAL DRAWINGS FOR EXACT NUMBER AND TYPE OF LIGHT FIXTURES TO BE PROVIDED. NOTIFY ARCHITECT SHOULD ANY DISCREPANCIES OCCUR. 4. COORDINATE CEILINGS WITH MECHANICAL. SEE MECHANICAL PLAN FOR LOCATIONS OF ALL DIFFUSERS, DUCTS, RETURN AIR GRILLES, SPRINKLERS, AND ANY ADDITIONAL MECHANICAL EQUIPMENT. S. FIRE SPRINKLER SYSTEM SHALL BE DESIGN/BUILD BY GENERAL CONTRACTOR. ALL AUTOMATIC FIRE SPRINKLER SYSTEM ENGINEERING, MATERIALS, AND INSTALLATION TO BE BY LANDLORD'S DESIGNATED FIRE SPRINKLER CONTRACTOR IF REQUIRED. 6. SPRINKLER HEADS: A. IN GYPSUM BOARD CEILINGS SPRINKLER HEADS TO BE FLUSH CONCEALED TYPE WITH COVER PLATES TO MATCH CEILING FINISH COLOR. EXPOSED TYPE IN OTHER AREAS, UNLESS OTHERWISE NOTED. B. PROVIDE SPRINKLER HEAD LAYOUT AS REQUIRED BY LANDLORD'S INSURANCE AND BY CODE. 7. SPEAKERS: VERIFY SPEAKER QUANTITY AND LOCATIONS WITH TENANT. & G.C. TO COORDINATE ALL SPEAKER REQUIREMENTS WITH TENANT PRIOR TO ROUGH IN. 9. ACCESS MECHANICAL AND ELECTRICAL EQUIPMENT CONCEALED BY GYPSUM BOARD CEILING THROUGH MECHANICAL DIFFUSERS. 10. ALL LIGHT FIXTURES, HVAC EQUIPMENTAND DIFFUSERS SHALL BE SUPPORTED FROM TOP CHORD OF STRUCTURAL JOIST ABOVE. 11. COORDINATE WITH ALL TRADES INVOLVED TO ENSURE CLEARANCES FOR ALL CEILING RELATED APPURTENANCES NECESSARY TO MAINTAIN THE SPECIFIED FINISH CEILING HEIGHT AS NOTED ON THE DRAWINGS. 12. CEILING SUSPENSION SYSTEM SHALL BE ATTACHED AT TWO ADJACENT WALLS, MAINTAIN TWO SIDES UNRESTRAINED. 13. PROVIDE CEILING ACCESS TO ALL LANDLORD EQUIPMENT. CONTACT LANDLORD FOR REQUIREMENTS. REVIEW CEILING ACCESS REQUIREMENTS WITH TENANT PRIOR TO INSTALLATION OF ACCESS PANELS. REFLECTED CEILING PLAN KEYNOTES �1 REFER TO 126/A600 FOR TYPICAL GYP. BD. CEILING ASSEMBLY. 2 REFER TO 13/A600 FOR TYPICAL A.C.T. CEILING ASSEMBLY. REFER TO SHEET A630 FOR SEISMIC RESTRAINT REQUIREMENTS. O SPEAKER SYSTEM. TENANT VENDOR TO PROVIDE PLASTER RING, G.C. TO INSTALL AND MUD IN PLASTER RING IN DRYWALL CEILING FOR RECESSED SPEAKERS. COORDINATE EXACT JUNCTION BOX LOCATIONS WITH TENANT VENDOR. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. - �4 "RETAIL NEXT' DATA SENSOR LOCATION. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. �5 ALL ACCESS PANELS TO BE STEALTH STYLE WIND -LOCK 24" X 24" MIN., U.N.O. G.C. TO PRINT TO MATCH ADJACENT CEILING OR WALL FINISH. SIZE AND LOCATE AS REQUIRED FOR SIGNAGE ACCESS. O LIGHTING TIME CLOCK. G.C. TO VERIFY MALL AND STORE HOURS. LIGHTS TO BE SET AS FOLLOWS; MONDAY THROUGH SATURDAY-ON:7AM/OFF:I2AM AND SUNDAY-ON:9AM/OFF:9PM. SEE SHEET E300 FOR ADDITIONAL INFORMATION. O7 LINE OF STOREFRONT SIGNAGE ABOVE. SEE SIGN SHOP DRAWINGS. (8 SECURITY CAMERA LOCATION. COORDINATE EXACT LOCATION WITH TENANT VENDOR. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. O CEILING MOUNTED BACKDROP (12 FT UNIT). G.C. TO PROVIDE & INSTALL CONCEALED FRT BLOCKING AS REQUIRED. COORDINATE INSTALLATION REQUIREMENTS WITH MANUFACTURES INSTRUCTIONS 10 CEILING MOUNTED CURTAIN TRACK. G.C. TO PROVIDE & INSTALL CONCEALED FRT BLOCKING AS REQUIRED. 11 DUPLEX RECEPTACLE, AS SHOWN. INSTALL PARALLEL TO STOREFRONT GLAZING. 12 REFER TO 12A/A600 FOR INSULATED GYP. BD. CEILING ASSEMBLY ATTHE STUDIO. m V-6 3/8" (E) V.I.F. COL. CLTO LEASE LINE Li SEE SHEET A210 FOR FINISH SCHEDULE i -------------------------- �_________________________� G.C. SHALL COORDINATE AND I IMPLEMENT ALL DIRECTIONAL 1 �LIGHTINGWITH CURRENT "MORPHE - LIGHTING OVERVIEW" INCLUDED IN I THE BID PACKAGE. DIRECTIONAL I LIGHTING SHALL BE AIMED AS j IDENTIFIED IN DOCUMENT AND I COORDINATED WITH CURRENT I REFLECTED CEILING PLAN AND FIXTURE PLAN WITHIN THE PROJECVS I CURRENT CONSTRUCTION DOCUMENT I PACKAGE. ANY QUESTIONS TO BE '-S" (E) V.I.F. i COORDINATE WITH MORPHE PROJECT COL. CL TOLEASE LINE CONSTRUCTION. MANAGER PRIOR TO COMPLETION OF 1 CONSTRUCTION. j L_________________________J REFLECTED CEILING PLAN LEGEND RECESSED 2-LIGHT DIRECTIONAL X EXIT SIGN Al EXIT SIGN / EMERGENCY LIGHT COMBINATION RC-Sl RECESSED DIRECTIONAL- SEE ELECTRICAL FOR ADDITIONAL INFORMATION X1 $3 REVIEWED FOR ,F--6 EMERGENCY LIGHT CODE COMPLIANCE APPROVED Yi RECESSED EMERGENCY LIGHT Gi JUN 2 8 2019 RECESSED DOWN LIGHT - SEE 18/A600 AND MANUFACTURER'S INSTALLATION INSTRUCTIONS ® HVAC SUPPLY AIR DIFFUSER City Of Tukwila BUILDING DIVISION C2 HVAC RETURN AIR DIFFUSER ® RECEIVED EXHAUST FAN CITY OF TUKWILA RECESSED 2X2 DOWN LIGHT J @ SPEAKER NAY 3� Q "RETAIL NEXT' DATA SENSOR PERMIT CENTER I,. LINEAR DOWN LIGHT (SUSPENDED AT 12'-0" A.F.F. WHERE NO CEILING EXISTS) I. \ ACCESS PANEL © SECURITY CAMERA - CEILING/SURFACE MOUNTED pp MINI RECESSED ADJUSTABLE WALL WASHER (ARROW POINTS IN � SECURITY CAMERA - WALL MOUNTED P DIRECTION OF LIGHT) _ Q� CEILING MOUNDED DUPLEX RECEPTACLES MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 &m "els A R C HI T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE PROJECT: MORPHE WESTFIELD SOLITHCENTER SPACE#1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: DRAWN BY: CHECKED BY: ISSUES AND REVISIONS: M0047 XG ALM / JBQ / DRM 100% CHECKSET 05.16,2019 LL/PERMIT/BID 05.23.2019 SHEET TITLE: REFLECTED CEILING PLAN B.O. DISPLAY SOFFIT k <13 3 4VA.F.F.'�f CEIUNGA�7- T B.O. DISPLAY SOFFITjiI,,- r T.O. FIXTURE S 3 0 M011 1111111101111 Now T.O. FINISH FLOOR gm malm 4 Typ. 8 8 8 8 8 8) �8) <8)11 16 16 18 TRIGHT SALES AREA WALL ELEVATION �A400 114"=1'-O" 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 B.O. DISPLAY SOFFIT ------ --- T TT T T1 T'T _j A.F.F. ,FIXTURES A.F.F. 03 ins MEN iml E 4 IN Zt. FINISH FLOOR N IWO 8 8 8 8 8 16 16 LEFTSALES AREA WALL ELEVATION kA40V 1/4"=I'-O" II r2_� INTERIOR STOREFRONT ELEVATION �A40 0 B.O.GCEILING __MA.F� A.F.F.. 0 !0i.-'0"'INISH FLOOR r4_'� REAR SALES AREA WALL ELEVATION kA40V 1/4"=I'-O" B.C. DISPLAY SOFFIT A, 7 2 TYP. B.O. DISPLAY SOFFIT ------ --- T TT T T1 T'T _j A.F.F. ,FIXTURES A.F.F. 03 ins MEN iml E 4 IN Zt. FINISH FLOOR N IWO 8 8 8 8 8 16 16 LEFTSALES AREA WALL ELEVATION kA40V 1/4"=I'-O" II r2_� INTERIOR STOREFRONT ELEVATION �A40 0 B.O.GCEILING __MA.F� A.F.F.. 0 !0i.-'0"'INISH FLOOR r4_'� REAR SALES AREA WALL ELEVATION kA40V 1/4"=I'-O" B.C. DISPLAY SOFFIT A, 7 2 TYP. r2_� INTERIOR STOREFRONT ELEVATION �A40 0 B.O.GCEILING __MA.F� A.F.F.. 0 !0i.-'0"'INISH FLOOR r4_'� REAR SALES AREA WALL ELEVATION kA40V 1/4"=I'-O" B.C. DISPLAY SOFFIT A, 7 2 TYP. P. P r P. 21 B.O. GYP. D CEILING '�l A.F.F. \Z EAT --77- iL EQUAL ----- ------ EQUAL T.O. FINISH FLOOR 0'-0 P. (DTYP. 19 (D ITY, 1 4 TYP.20 0 0 0 G) STUDIO ELEVATIONS �OO 1/4"=1'-0" OS WALLS TO BE PREPPED TO A LEVEL 5 FINISH AND PAINTED AS SCHEDULED ON A210. GRAPHIC WALL COVERING FURNISHED AND INSTALLED BY SIGN VENDOR. REFER TO SHEET A210 AND SIGN SHOP DRAWINGS FOR ADDITIONAL INFORMATION. BRAKE METAL FINISH. REFER TO SHEET A210 AND STOREFRONT SHEETS FOR ADDITIONAL INFORMATION. WALL BASE AS SCHEDULED ON SHEET A210. DOOR AND FRAME AS SCHEDULED. REFER TO SHEETS A200 AND A610 FOR ADDITIONAL INFORMATION. (D CEILING MOUNTED EXIT SIGN. REFER TO SHEET A300 AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. O WALL MOUNTED EXIT SIGN. REFER TO SHEET A300 AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. O PERIMETER SALES AREA DISPLAY FIXTURES. SEE SHEET A220 FOR ADDITIONAL INFORMATION. O REFER TO 2/A400 AND STOREFRONT SHEETS FOR ADDITIONAL INFORMATION REGARDING STOREFRONT CONSTRUCTION. 10 REFER TO SHEETS A300 AND A510 FOR ADDITIONAL INFORMATION REGARDING STOREFRONT DISPLAY AND ENTRY SOFFITS. 11 LIGHT BOX, SEE RESPONSIBILITY SCHEDULE. 12 LED DISPLAY WALL. REFER TO SHEET A220 FOR ADDITIONAL INFORMATION. 13 PROVIDE PLYWOOD BACKING AS DIMENSIONED, SHOWN DASHED. 14 STOREFRONT GLAZING AS SCHEDULED. SEE STOREFRONT SHEETS FOR ADDITIONAL INFORMATION. 15 CASHWRAP. SEE SHEET A220 FOR ADDITIONAL INFORMATION. 16 -STANDARD WALL" LAYOUT CONCEPTUAL AND MAY INCLUDE SOME VARIATION. G.C. TO REFER TO VISUAL MERCHANDISING PLAN FOR FINAL CONFIGURATION AND REQUIREMENTS. G.C. SHALL INSTALL ALL REQUIRED SHELVING. 17 G.C. TO INSTALL FABRIC GRAPHICS FURNISHED BY TENANT VENDOR, COORDINATE INSTALLATION WITH TENANT PROJECT MANAGER. 18 PROVIDE IN WALL BLOCKING AS REQUIRED. COORDINATE WITH FIXTURE VENDOR. 19 STUDIO DOOR GRAPHIC FURNISHED AND INSTALLED BY SIGN VENDOR. 20 TV MONITOR (SHOWN DASHED). G.C. TO PROVIDE CONCEALED FRT BLOCKING AS REQUIRED 21 POWER AND DATA / HDMI RECESSED RECEPTACLE. REFER TO ELECTRICAL DRAWINGS. 22 ACOUSTICAL INSULATED PANELS AT STUDIO. APPLY IN FULL MODULES. DO NOT CUT PANELS. 23 WALL MOUNTED TEMPERATURE SENSOR. SEE MECHANICAL PLANS. 24 PROVIDE STOP AT TOP RAIL TO LIMIT DOOR SWING TO DIRECTION SHOWN ON PLAN. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2019 City of Tukwila I '*Ia I BUILDING DIVISION RECEIVED CITY OF WKWILA NAY 30 20f9 PERMIT CENTER MORPHS A R C HI T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: iSTERE D ARCHITE T DREW R. MAGNUS N ON SEAL/SIGNATURE STORE #: 047 PROJECT: REGISTERED C STATE OF W ASHING MORPHE WESTFIELD SOLITHICENTER SPACE# 1530 637 5OUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M SALES AREA INTERIOR ELEVATIONS 0047 DRAWN BY: XG CHECKED BY: _ ALM /JBQ/ DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/ PERMIT/ BID 05.23.2019 SHEET TITLE: 15 1 TYP 1 TYP 1 TYP 1 TYP. A600 CEILING 15 10 15 16 5 77 16 T.O. FINISH FLOOR ♦ `♦ i IN I 0'-0" 4 7 7 7 9 &YP. 4 3 7 7 7 7 7 3 TYP. 7 7 7 7 7 7 7 7 3 TYP. TYP. 0 0 0 0 1 STOCKROOM ELEVATIONS A410 1/4"=1'-O" 1 TYP S 1 TYP 1 TYP S 1 TYP B.O. A.C.T. CEILING _ A.F.F. l6 / ♦ `. I 1 I i � 17 ��` ' �`♦ i I I I / i I I I I I I I \ b i `♦ a / 0 9 0 ♦ i T.O. FINISH FLOOR / \� / `11 L 0'-0" 7 7 3 TYP 4 13 3 TYP 13 4 7 7 16 21 4 4 3 TYP 6 4 8 7 ITYP. 0 0 0 0 2 HALLWAY ELEVATIONS A410 1/4"=1'-0" TYP. 18 19 1 12 12 1 TYP 12 1 TYP 10 1 TYP. 2'-0„ 6" B.O. A.C.T. CEILING 1O ** _ A.F.F. IL ir o _ 4° AATa LAB_ 4°� -- `I PV IE 14 N 1 6 '" ♦` \`. \`♦ 7 7 MI DrA 20 CAB:.- j 13 `---' 2, 0" 2' 0" a ry 0 ` / ' o T.O. FINISH FLOOR - - 0'-0" TTTYP.4 7 :Tl" 7 14 11 7 14 3 TYP 3 TYP 7 a o 0 0 3 MANAGER'S OFFICE ELEVATIONS A410 BACK OF HOUSE INTERIOR ELEVATION KEYNOTES �1 WALL TO BE PREPPED TO A LEVEL 3 FINISH AND PAINTED AS 15 WATER HEATER LOCATION. REFER TO PLUMBING SCHEDULED ON SHEET A210 TO UNDERSIDE OF GYP. BD. DRAWINGS. CEILINGS, 6" ABOVE A.C.T. CEILINGS, OR TO 12--0" A.F.F. IN AREAS WITHOUT CEILINGS. 16 INSTALL F.R.P. AS DIMENSIONED. SEE SHEET A210 FOR ADDITIONAL INFORMATION. O NOT USED. 17 SWITCH PLATE. SEE ELECTRICAL DRAWINGS. O3 WALL BASE AS SCHEDULED ON SHEET A210. (2)2"CONDUIT SLEEVES - REFER TO ELECTRICAL DRAWINGS O418 DOOR AND FRAME AS SCHEDULED. REFER TO SHEETSA200 AND A610 FOR ADDITIONAL INFORMATION. 14 QUAD OUTLET- REFER TO ELECTRICAL DRAWINGS. OS WALL MOUNTED EXIT SIGN. REFER TO SHEETA300 AND 20 CABINET BACKER BOARD. PAINT TO MATCH WALL FINISH. ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 6 O TOILET ROOM SIREFER TO SHEET A020 FOR 21 HI-LO DRINKING FOUNTAIN. SEE DETAIL 14/A700 AND ADDITIONAL INFORMATION. PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. O7 BACK OF HOUSE FIXTURES. REFER TO SHEETA220 FOR ADDITIONAL INFORMATION. OS FIRE EXTINGUISHER. REFERTO SHEETA200 FOR ADDITIONAL INFORMATION. O MOP SINK. REFER TO DETAIL 13/A700 FOR ADDITIONAL INFORMATION. 10 DOOR BUZZER MOUNTED ABOVE DOOR. REFER TO ELECTRICAL SHEETS. 11 24" DEEP WORK SURFACE ON 22" BRACKETS. 12 12" DEEP SHELF ON 12" BRACKETS. 13 LOCATION OF ELECTRICAL EQUIPMENT. EXTENTS SHOWN DASHED. REFER TO SHEET A200 AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 14 LOCATION OF ELECTRICAL AND DATA RECEPTACLES AT MANAGER'S DESK. REFER TO ELECTRICAL SHEETS. MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 r-11 r r 3�. • sr �, _ Q A R C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE 998347M0t8TERED ARCHITECT STATEOFDREWR MAGNUSON W ASHINC, ON STORE #: 047 PROJECT: ORPHE WESTFIELD SOUTHCENTER SPACE#1530 637 SOUTHCENTER MALL TUKWILA, WA98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM /1BQ/ DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/ PERMIT/ BID 05.23.2019 SHEET TITLE: BACK OF HOUSE INTERIOR ELEVATIONS � �f O LEASE LINE. O EXISTING LANDLORD NEUTRAL PIER TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS REQUIRED. REPLACE IF DAMAGED. O3 EXISTING DEMISING WALLTO REMAIN (SHOWN SHADED). PROTECT FROM DAMAGE. PATCH AND REPAIR AS REQUIRED. O4 EXISTING LANDLORD BULKHEAD TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS REQUIRED. 3/4"x3/4" BLACK ALUMINUM REVEAL. COORDINATE EXACT ',. TYPE AND ATTACHMENT ''.. METHODS WITH LANDLORD '.. PRIOR TO BID. O 6 ALUMINUM GLAZING SYSTEM AS SCHEDULED. O7 ENTRY DOORS AS SCHEDULED. SEE A610 FOR ADDITIONAL INFORMATION. a8 BRAKE METAL MT-1 , AS SHOWN HATCHED. NO VISIBLE FASTENERS. G.C. TO PROVIDE UP TO 4'-0" x 12'-0" PANELS WITHOUTSEAMS AND MINIMUM GAUGE OF .063 REFER TO ELEVATIONS FOR SEAM LOCATIONS. O BRAKE METAL SEAM AS LOCATED -SEE DETAIL10/A520 10 EXISTING BASE BUILDING STRUCTURAL COLUMN TO REMAIN. PROTECT FROM DAMAGE. 11 ALIGN SEAM WITH BOTTOM OF GLAZING CHANNEL AS SHOWN. 12 1 2" CLEAR TEMPERED GLASS GL-1 13 . SIGNAGE, LOCATED AS SHOWN - SEE DETAIL 1/A530 14 BLADE SIGN, LOCATED AS SHOWN -SEE DETAIL4/A530 1S EXISTING LANDLORD COMMON AREA FLOORING TO REMAIN. PROTECT FROM DAMAGE. REPLACE AND/OR PROVIDE NEW, IN FULL TILES, UP TO NEW STOREFRONT BASE LINE AS REQUIRED. 16 NEW SALES AREA FLOORING AS SCHEDULED TO STOREFRONT BASE LINE ON SALES AREA SIDE - SEE A210 FOR ADDITIONAL INFORMATION. 17 LINE OF SOFFIT ABOVE (SHOWN DASHED). 18 DOOR STOPS. REFER TO HARDWARE SCHEDULE - SHEET A610. 19 DUST PROOF STRIKE IN HOLD OPEN AND CLOSED POSITIONS. REFER TO HARDWARE SCHEDULE - SHEET A610. 20 GLAZINGCLIPS- EVENLYSPACED NO MORE THAN 4'-0" O.C. VERTICALLY, FINISH TO MATCH GLAZING SYSTEM. 21 EXISTING LANDLORD BRIDGE ABOVE, SHOWN SHADED, TO REMAIN. PROTECT FROM DAMAGE. 22 G.C. TO PROVIDE ADDRESS NUMBER, AS SHOWN, LETTERS TO BE 4"HIGH AERIAL FONT, WHITE. INSTALL 18" A.F.F. TO BOTTOM OF NUMBERS, RIGHT JUSTIFIED 8" FROM STOREFRONT PIER. 23 HSS POST. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 24 HSS BEAM. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. (E) LL BULKHEAD/ TENANT FINISHES -14--11 1/2" A.F.F. T.O. GLAZING/ AKE METAL SEAM +11'-4 3/4" A.F.F. r.0. FINISH 0'-0" 1 STOREFRONT ELEVATION i00 3/4"=1'-0" 1 2 v A510 AS10 ) — — — — — — — — — — — — — ---- }4hF „�. — - ___—_____________^__.____—______________ �. 3 I ( I 23 3 I I 0r,4 `. a� om I I r 16 19 7 19 16 7 19 16 I I I 23 n I __ __ _ _ _ __ _—__ _ _ _ _ _ _ _ _ _ _ ___ _ _ _ _ __ _ _ __ _ __ ___ I � I 4< s m I i 9oe AS20 I 8 u Air a tip° I 1 r — _ A520 s 2 REVIEWED FOR z s 6 12 1s 17 1 1s is lz 6 CODE COMPLIANCE 1 APPROVED A500 JUN 2 8 2019 3/4" 1,-0" 1,-0" 10'-6 1/2" t 7'-0" 10'-6 1/2"± 1'-a' r-a' 3J4" City of Tukwila REVEAL EQUAL DOOR OPENING EQUAL REVEAL BUILDING DIVISION V-3 1/8' 32'-2 1/2" V.I.F. 2'-4 1/2" (E) V.I.F. TENANT FINISHES (E) V.I.F. 35'-101/8" V.I.F. LEASE LINE TO LEASE LINE RECEIVED - CITY OF TUKWILA MAY 30 2019 PERMIT CENTER s 2 STOREFRONT PLAN A500 3/4"=1'-O" MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE STORE #: 047 PROJECT: M®RPHE WESTFIELD SOLITHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA98188 A/E PROJECT NO.; M0047 DRAWN BY: ALM CHECKED BY: ALM /JBQ/ DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/ PERMIT/ BID 05.23.2019 SHEET TITLE: STOREFRONT PLAN AND ELEVATION t MT O1 LEASE LINE. O2 EXISTING LANDLORD BULKHEAD TO REMAIN (SHOWN SHADED). PROTECT FROM DAMAGE. PATCH AND REPAIR AS REQUIRED. O 3/4"X3/4" BLACK ALUMINUM REVEAL. C4 ALUMINUM GLAZING SYSTEM AS SCHEDULED. OS ENTRY DOORS AS SCHEDULED. SEE A610 FOR ADDITIONAL INFORMATION. O6 CLEAR TEMPERED GLASS GL-1 . REFER TO STOREFRONT ELEVATION SHEETS FOR GLASS THICKNESS. O 3/4" FIRE RATED PLYWOOD WRAPPED WITH BREAK METAL F—MT-fl OVER 5/8" TYPE W GYP. BD. OVER 3 5/8" METAL STUD FRAMING. LIGHT BOX, SEE RESPONSIBILITY SCHEDULE. O 5/8" TYPE'X' GYP. BD. - REFER TO A210 FOR PAINT FINISH, U.N.O. GYP. BD. CEILING SYSTEM - SEE '.. SHEET A300 AND DETAIL 12/A600 ''..... FOR ADDITIONAL INFORMATION. ''..... 11 METAL STUD FRAMING REFER '...... TO STRUCTURAL. 12 METAL STUD DIAGONAL '..... BRACING REFER TO ',. STRUCTURAL. 13 RECESSED LIGHT FIXTURE. SEE SHEET A300 FOR ADDITIONAL INFORMATION. 14 BREAK METAL MT-1 . NO VISIBLE FASTENERS. 15 GYP. BD. SHEATHING. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 16 EXISTING LANDLORD COMMON AREA FLOORING TO REMAIN. PROTECT FROM DAMAGE. REPLACE AND/OR PROVIDE NEW, IN FULL TILES, UP TO NEW STOREFRONT BASE LINE AS REQUIRED. (I 7 NEW SALES AREA FLOORING AS SCHEDULED. SEE SHEET A210FOR ADDITIONAL INFORMATION. 18 SIGNAGE - REFER TO 1/A530 FOR ADDITIONAL INFORMATION. 19 EXISTING LANDLORD BRIDGE ABOVE, SHOWN SHADED, TO REMAIN. PROTECT FROM DAMAGE. 20 EXISTING STRUCTURAL BEAM, V.I.F. 21 H.S.S. BEAM REFER TO STRUCTURAL FOR MORE INFORMATION. B.O. DISPLAY SOFFIT 1" A.F.F. B.O. GYP. BD. CEILING +11'-5" A.F.F. CL ENTRY DOORS B.O. (E) LL. BULKHEAD & LANDLORD BRIDGE T.O. TENANT FINISHES +14'-111/2" A.F.F. T.O. GLAZING/ CL. BRAKE METAL SEAM +11'-4 3/4" A.F.F. T.O. ENTRY DOORS +8'-6" A.F.F. T.O. FINISH FLOOR 0'-0" B.O. DISPLAY SOFFIT +11'.11" A.F.F. _O B.O. GYP. BD. CEILING +11'-5" A.F.F. 17 16 I 5 20 B.O. (E) LL. BULKHEAD/ T.O. TENANT FINISHES +14'41 T.O. GLAZING/ CL. BRAKE METAL SEAM +11'-4 3/4" A.F.F. T.O. FINISH FLOOR 0'-0" REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 3 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 302019 MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 3 t � A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE - 701ED s�GssARCH DREWR.MAONUSOti STATE OF W ASHIIVGT, STORE #: 047 PROJECT: ®RPHE WESTFIELD SOLITHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA98188 A/E PROJECT NO.: M0047 DRAWN BY: ALM CHECKED BY: ALM /JBQ/ DRM ISSUES AND REVISIONS: 100%CHECKSET 05.16.2019 LL/PERMIT/BID 05.23.2019 SHEET TITLE: STOREFRONT SECTIONS STOREFRONT SECTION AT ENTRY DOORS AS10 1"=1'-0" PERMIT CENTER 2 STOREFRONT SECTION AT DISPLAY WINDOW 0[14� oil$ A51.0 e,, O LEASE LINE. O2 EXISTING LANDLORD NEUTRAL PIER TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS REQUIRED. O EXISTING DEMISING WALL TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS li REQUIRED. O4 EXISTING LANDLORD BULKHEAD TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR AS REQUIRED. O 3/4"X3/4" BLACK ALUMINUM REVEAL. COORDINATE EXACT TYPE AND ATTACHMENT METHODS WITH LANDLORD PRIOR TO BID. O ALUMINUM GLAZING SYSTEM AS SCHEDULED. O CLEAR TEMPERED GLASS GL-1 . REFER TO STOREFRONT ELEVATION SHEETS FOR GLASS THICKNESS. O8 2"X2" GLAZING RAIL TO MATCH MT-1 . ANCHOR SECURELY AT TOP AND BOTTOM, TYPICAL. O9 2"X6" STOREFRONT GLAZING BASE TO MATCH I MT-1 . ANCHOR SECURELY AT TOP AND BOTTOM, TYPICAL. 10 3/4" FIRE RATED PLYWOOD WRAPPED WITH BRAKE METAL MT-1 11 BACKER ROD AND SEALANT. 12 1/2" FIRE RATED PLYWOOD. G.C. TO PAINT P-4 . 13 5/8" TYPE'X' GYP. BD. G.C. TO PAINTF—P-4-1 WHERE EXPOSED. NO FINISH REQUIRED WHERE COVERED. 14 5/8" TYPE W GYP, E D. REFER TO A210 FOR ADDITIONAL INFORMATION. 15 3 5/8" 20 GAUGE METAL STUD FRAMING AT 16" O.C. 16 FIRE RATED BLOCKING, AS REQUIRED. 17 LIGHT BOX, SEE RESPONSIBILITY SCHEDULED. 18 1/8" GLAZING GAP. 19 1" WIDE KERF IN FIRE RATED PLYWOOD. DEPTH VARIES ON PLYWOOD THICKNESS. COORDINATE WITH BRAKE METAL VENDOR. ZO BRAKE/BEND BRAKE METAL TO RETURN INTO KERF. NO EXPOSED EDGES. 21 G.C. TO PAINT KERF/RABBET P-4 PRIOR TO INSTALLATION OF BRAKE METAL. 22 PROVIDE FULL DEPTH EDGE RETURN OF BRAKE METAL PANEL AT GYP. BD. 23 PROVIDE FULL DEPTH EDGE RETURN OF BRAKE METAL PANEL AT LIGHT BOX. 24 1-BEAD AND SEALANT. 25 WHERE ADJACENT TO METAL REVEALS PROVIDE FULL DEPTH EDGE RETURN OF BRAKE METAL PANEL. 26 1/2" WIDE RABBET IN FIRE RATED PLYWOOD. DEPTH VARIES DEPENDING ON PLYWOOD THICKNESS. COORDINATE WITH BRAKE METAL VENDOR. 27 EXISTING BASE BUILDING STRUCTURAL COLUMN TO REMAIN. PROTECT FROM DAMAGE. 28 STRUCTURAL PLATE, BELOW - REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 29 PROVIDE FULL DEPTH EDGE RETURN OF BRAKE METAL PRIOR TO INSTALL OF BACKER ROD AND SEALANT. 30 HSS POSTS - REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 31 HSS BEAM, ABOVE - REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 32 EXISTING LANDLORD BRIDGE ABOVE, SHOWN SHADED, TO REMAIN. PROTECT FROM DAMAGE. 33 PROVIDE EDGE RETURN OF BRAKE METAL AT GLAZING HEAD. 34 METAL STUD FRAMING. REFER TO STRUCTURAL DRAWINGS. 35 PROVIDE 1/4" WIDE RABBET 1/2" DEEP AT PLYWOOD WHERE METAL PANEL ADJACENT TO GLAZING HEAD RAIL. PROVIDE "1" RETURN OF METAL PANEL APPLICATION FOR DEPTH OF RABBET (1/2"). THERE SHALL BE NO EXPOSED EDGES OF METAL PANEL. 5/8" 3 5%8" i�8 (E) V 1 E 15 Y k i�� ."'�', 14 l"Im",u. L V-3 1/8" (E) V.I.F. LEASE LINE TO LEASE LINE 5 LEFT NEUTRAL PIER DETAIL A520 1 1J2"=1'-O" 13 NOT USED A520 10 13 16 9 A520 REV. 1'-O" SIM. 9 CL. SEAM so BRAKE METAL SEAM DETAIL A520 6"=1'-0" 14 NOT USED A520 6" k 5 � �z 25 B.O. (E) LL. BULKHEAD 10 I T.O. TENANT FINISHES 16 SEE SH EET A510 34 I I I I I I 1 34 I I I I 10 ---------------- - 13 31 —A 5/8" �13/4" 1 3 5/8" 51/2"± 3 5/8" 3 BULKHEAD DETAIL A520 3"=1'-0" 34 2t.. B.O. (E) LL BRIDGE T.O. TENANT FINISHES SEE SHEET A510 I I I I i I I I 5 I I I 1 10 34 13 31 3/4" 3 5/8" , S 3/4"± , 3 5/8" 1/8°± 7 BULKHEAD DETAIL A520 3"=1'-0" 3 3/4" 1" 2, 3/4" EQ. �\ 7 9 \\ 17 BEYOND T.O. FINISH FLOOR 0'-0" I 15 GLAZING SILL DETAIL A520 3"=1'-0" 4:) NOT USED A520 81 NOT USED 3 5/8" 4 3/4" 5/8" LIGHT BOX 1/2" 12 LIGHT BOX HEAD DETAIL A520 3"=1'-0" 5/8" 1/2" 4 3/4" LIGHT BOX REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2019 City of Tukwila BUILDING DIVISION �-2I' T.O. FINISH FLOOR MORPHS 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 -11" MIT a . ;5 A R C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE 99834 REGISTERED ARCHITECT DREW R. MAGnIU`=.��N STATEOFWASHmiGi ^J STORE #: 047 PROJECT: M®RPHE WESTFIELD SOLITHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA98188 wmmmmmmmm A/E PROJECT NO.: DRAWN BY: CHECKED BY: ISSUES AND REVISIONS: M0047 ALM ALM /1BQ/ DRM 100% CHECKSET 05.16.2019 LL/ PERMIT/ BID 05.23.2019 SH EET TITLE: STOREFRONT DETAILS 4 '4 6 NOT USED A530 NOT USED LEASE LINE WHER OCCURS-RETURI BARRICADE TO NEUTRAL PIER, TV r7-'� NOT USED A530 12 NOT USED A530 LE, WI OC RE BA TC PIE ' I \-PAIR 3'-0" x 7'-0" DOORS FOR ' NOTE: i ACCESS. PROVIDE AND I SEE BARRICADE GENERAL I CENTER ON INSTALL DEADBOLT LOCK VERIFY W/ j NOTES FOR ADDT INFO. i NEW ENTRY AND PAINT VERIFY W/ MANAGMENT-----------------J VERIFY WITH MALL OPERATIONS MANAGER MANAGMENT 16 BARRICADE ELEVATION A530 1/4"=1'-0" G.C. TO INSTALL F.R.T. BLOCKING, COORDINATE ALL REQUIREMENTS WITH 1 1f2" SIGNAGE VENDOR G.C. TO COORDINATE �. POWER REQUIREMENTS g r WITH ELECTRICAL DWGS. INDIVIDUALLY AND SIGNAGE VENDOR MOUNTED FACE LIT LETTERS y' t u r----------------------I SIGNAGE SHOWN FOR I REFERENCE ONLY. SIGNAGE I VENDOR TO SUBMIT SIGN SHOP DRAWINGS DIRECTLY TO LANDLORD FOR REVIEWS AND APPROVALS UPON TENANTS REVIEW AND APPROVAL. j ----------------------- ('-T`STOREFRONT SIGN SECTION A530 1 1/2"=1'-0" S \ NOT USED A530 V-13-) NOT USED A530 VERIFY W/, MANAGMENT 18 BARRICADE SECTION A530 1/4"=1'-0" (E) MALL BULKHEAD & LL. WALKWAY BRIDGE (WHERE OCCURS) VISQUEEN SUBSTRATE AS REQUIRED. SMOOTH FINISH. TBD BRACING AS REQUIRED. LEASE LINE/NEUTRAL PIER, WHERE OCCURS O 0 INTERNALLY ILLUMINATED o BLADE SIGN iV O G.C. TO INSTALL F.R.T. BLOCKING, COORDINATE INTERNALLY ILLUMINATED ,y ALL REQUIREMENTS WITH SIGNAGE VENDOR BLADE SIGN NOTES: 1. DOUBLE SIDED INTERNALLY WHITE LED ILLUMINATED BLADE SIGN. 2. CABINET TO BE ALUMINUM PAINTED TO MATCH BENJAMIN MOORE BLACK 2132-10, GLOSS 3. LOGO TO BE 1/2" CLEAR FLEX ROUTED OUT OF FACED AND PUSHED TRHOUGH FACE 1/4" W/ FROSTED EDGES. OVERLAY FACE WITH FIRST SURFACE TRANSLUCENT WHITE VINYL. 4. SIGN TO BE SUPPLIED AND INSTALLED (ON -SITE) BY TENANT'S SIGNAGE VENDOR - G.C. TO COORDINATE WITH TENANT'S SIGNAGE VENDOR. 5. SIGNAGE SHOWN FOR REFERENCE ONLY. SIGNAGE VENDOR TO SUBMIT SIGN SHOP DRAWINGS DIRECTLY TO LANDLORD FOR REVIEWS AND APPROVALS UPON TENANT'S REVIEW & APPROVAL. 6. FINAL ELECTRICAL CONNECTION BY G.C. 4 BLADE SIGN DETAIL A530 1 (%91 NOT USED A530 14 NOT USED A530 (E) MALL BULKHEAD & LL. WALKWAY BRIDGE (WHERE OCCURS) SUBSTRATE AS REQUIRED. SMOOTH FINISH. TBD BRACING AS REQUIRED. LEASE LINE/NEUTRAL PIER, WHERE OCCURS VERIFY W/ -:" MANAGMENT 19 BARRICADE SECTION UNDER LL BRIDGE A530 1/4"=1'-0" 7d Vr1o1 NOT USED A530 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 N 2019 City of Tukwila 15 NOT USED I BUILDING DIVISION A530 1. G.C. SHALL COORDINATE TEMPORARY CONSTRUCTION BARRICADE PRIOR TO COMMENCEMENT OF CONSTRUCTION, PER INSTRUCTION OF MALL OPERATIONS MANAGER. REFER TO RESPONSIBILITY SCHEDULE. 2. G.C. TO COORDINATE ALL REQUIRED BUILDING PERMITS FOR BARRICADE. 3, ALL COSTS ASSOCIATED WITH SUCH BARRICADE INSTALLATION TO BE RESPONSIBILITY AS IDENTIFIED IN RESPONSIBILITY SCHEDULE. 4. G.C. TO VERIFY ALLOWABLE FINISH SIZES, ESPECIALLY CLEARANCES REQUIRED CLEARANCES IN MALL COMMON AREA, OF BARRICADE WITH MALL OPERATIONS MANAGER. 5. DO NOT ATTACH TO ANY LANDLORD'S FINISH MATERIALS. PROTECT ALL LANDLORD FINISHES FROM DAMAGE. G.C. TO PROVIDE ONE LAYER OF 1/2" HOMOSOTE TO BE PLACED ON THE FLOOR BETWEEN THE LEASE LINE AND BARRICADE TO PROTECT FLOORING. 6. DOORS IN TEMPORARY BARRICADE SHALL BE FRAMELESS HIDDEN HINGE DOOR WITH A DEAD BOLT ONLY. 7. BARRICADE AND GRAPHICS MUST BE KEPT IN GOOD REPAIR THROUGHOUT THE DURATION OF CONSTRUCTION. REPAIR AND/OR REPLACE BASE, WALLBOARD, GRAPHICS, ETC. AS NEEDED. 8. G.C. TO COORDINATE REMOVAL OF TEMPORARY BARRICADE UPON CONSTRUCTION COMPLETION. COORDINATE EXACT REMOVAL TIME WITH TENANT'S P.M. AND LANDLORD REPRESENTATIVE. 9. G.C. IS RESPONSIBLE TO PATCH, REPAIR, AND/OR REPAINT ANY DAMAGE TO MALL COMMON AREA BULKHEAD, CEILING, WALLS, ETC. AFTER REMOVAL OF BARRICADE. 10. G.C. TO COORDINATE ALL BARRICADE REQUIREMENTS INCLUDING ANY REQUIRED VENDORS/SUB CONTRACTCfS WITWNDLORD'S ON -SITE REPRESENTATIVE PRIOR TO BID. MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H IT E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE 'i634 REGISTERED ARCHITEC T 7 DREW R. MAGNUSON STATEOFWASHING N STORE #: 047 PROJECT: M®RPHE WESTFIELD SOLITHCENTER SPACE# 1530 637 SOUTHCENTER MALL TU KW I LA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: ALM CHECKED BY: ALM / JBQ/ DRM ISSUES AND REVISIONS: 100%CHECKSET 05.16.2019 LL/PERMIT/BID 05.23.2019 ERC1 / i V KWILA--- MAY 30 2019, SHEET TITLE: SIGNAGE AND BARRICADE DETAILS 6 NOT USED A600 DOUBLE STUD @ SIDES it 11 ST— OF OPENINGS LINE OF CEILING, WHERE OCCURS L. �-- " TM BACKING PLATE 6" x 16 GA. MTL. PLANT WELDED @ 4STUD MIN. STUDS 4A6004 MIN. ) OL• DOUBLE STUD @ SIDES OF OPENINGS 3/8" LONG 1/16" TYP. ALL FLANGES OF BACKING PLATE TO 16 GA. STUD 16 GA. SCREW STUDS WHERE BACKING PLATES OCCUR BACKING PLATE 6" x 1 1/4" 16 GA. TRACK NOTCHED AROUND AND 1" LONG 1/16 GROOVE WELDED TO STUDS WELD TYP. @ WEB OF BRACING PLATE TO STUD BLOCKING PLATE TYPE "B" DOUBLE STUD @ SIDES TYP. 20 GA. MIN. SCREW OF OPENINGS STUDS 0• 16��C5• 20 GA. 0 BACKING PLATE 6" x 1 0 1/4" 16 GA. TRACK a (3) #8 F.H.S.D.S. NOTCHED AROUND AND WELDED TO STUDS a 1" LONG 1/16 GROOVE WELD TYP. @ WEB OF BRACING PLATE TO STUD BLOCKING PLATE TYPE "A" NOTES: 1. TYPE "A" BACKING FOR MISC. ITEMS, IE. SURFACE MTD. MIRRORS, WASTE RECEPTACLES, TOWEL DISPENSERS, ETC. MAXIMUM WEIGHT - SOLES. 2. TYPE "B" BACKING PLATES FOR UPPER WALL HUNG CABINETS (UP TO 2 SHELVES) BASE CABINETS, FULL HEIGHT CABINETS, HANDRAILS, GUARDRAILS, GRAB BARS, WALL HUNG EQUIPMENT, ETC. MAXIMUM WEIGHT- 100 LBS./FT. 3. SEE TYPICAL WALL FRAMING FOR GAUGE OF STUDS, VERIFY LENGTH, HEIGHT, LOCATION OF BACKING PLATE, AND NUMBER. REFER TO 17/A600 FOR STUD GAUGE LIMITING HEIGHTSCHEDULE. 4. REQ'D WITH ACCESSORY MANUFACTURERS. USE #12 SELF TAPPING SHEET METAL SCREWS WHEN ATTACHING ITEMS TO BACKING PLATE. 5. WALL STUD FLANGES ARE CONTINUOUS AT BACKING PLATE. M METAL FRAMING BACKING DETAILS A600 1/2"=V-O" 7 NOT USED A600 I I 1 ----------—O -------- LLCONNECTIONS I ALLOW FOR CLEARANCE FOR i I STRUCTURE ABOVE TO BE ! LIGHT FIXTURES -ADJUST AS i 'COORDINATED WITH LANDLORD I REQUIRED I ______________J 1 PRIOR TO CONSTRUCTION i L____----------------- J G.C. TO FURNISH. AND .INSTALL MIN. R-13 SOUND BATT INSULATION HEAVY T-BAR HANGING DRYWALL SYSTEM WALL ANGLE— B.O. GYP. BD. CEILING SEE SHEET A300 5/8" GYP. BD. CEILING TAPE CORNERS - FINISH A EXPOSED HEAVY T-BAR HANGING DRYWALL SYSTEM WALL ANGLE._ 5/8" GYP. BD. CEILING B.O. GYP. BD. CEILING SEE SHEET A300 CORNERS - FINISH TAPE CORNWHERE O EXPOSED 12 GYP. BD. CEILING ASSEMBLY AW 3"=1'-O" A. TABLE BELOW IS BASED ON UNIVERSAL INDUSTRIES, UNIMAST (USG) CORPORATION'S LIMITING HEIGHT TABLES FOR UNBRACED STUDS SPACED 16" AND 24" O.C. (SYSTEM FOLDER SA-923-1990 EDITION), REQUIREMENT FOR 5 PSF LATERAL PRESSURE AND 1/240 ALLOWABLE DEFLECTION FOR FLEXIBLE FINISHES, WITH 1 LAYER OF GYP. BD. PER SIDE OF STUD. B. SCHEDULED HEIGHTS MAY BE INCREASED BY 50% WHERE THE STUDS ARE DIAGONALLY BRACED AT THE MAXIMUM HEIGHT POINT TO THE STRUCTURE ABOVE @ 4'-0" O.C. C. CAUTION! WHEN USING STUDS MANUFACTURED BY COMPANY OTHER THEN USG, VERIFY MANUFACTURERS STUD STRENGTH AND LIMITING HEIGHT. ADJUST GAUGE AND MAXIMUM HEIGHT RECOMENDED BY MANUFACTURER'S CURRENT PRINTED SPECIFICATION. Stud Stud Stud Stud Maximum Width Type Gauge Spacing Height 1-5/8" 158ST25 25 16" 9'-6" 158ST2S 25 24" 7'-3" 2-1/2" 212ST25 25 16" 12'4" 212ST25 25 24" 10'-9" 212ST22 22 16" 13'-0" 212ST22 22 24" 11'-6" 212ST20 20 16" 14--0" 212ST20 20 24" 12'4' 3-5/8" 358ST25 25 16" 16-0" 358ST25 25 24" 13'-6" 358ST22 22 16" 17'-3' 358ST22 22 24" 15'-0" 358ST20 20 16" 18'4' 358ST20 20 24" 16'-0" 6" 600ST25 25 16" 20'-0" 17 622 STUDGAUGELIMITING HEIGHTS A600 j N.T.S. FOR BRACING @ TOP OF WALL, REFER TO DETAIL 14 A600 5 A600 UNDERSIDE OF STRUCTURE 20 GA. TYP DEEP LEG MTL. TRACK ANCHOR T I ' UNDERSIDE OF STRUCTURE AT 24" O.C. MAX. AND 12" FROM EA. END i I I LINE OF CEILING WHERE OCCURS (EXTEND GYP BD. TO 1 UNDERSIDE OF (E) DECK WHERE NO CEILING EXISTS) i� SOUND ATTENUATION INSULATION (RE(XD. @ STUDIO AND TOILET ROOM WALLS) (1) LAYER 5/8" GYP. BD. AT BOTH SIDES OF MTL. STUD FRAMING, SECURE TO MTL. FRAMING W/ 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 W/ HILTI X-DNI 32 P8515 @ T-0" O.C. MAX. AND 12" FROM EITHER END BASE TREATMENT, REFER TO INTERIOR ELEVATIONS I r: I I FINISH FLOOR - REFER TO FINISH SCHEDULE I I NOTE: NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE THE FLOOR/ROOF DECK ABOVE. FRAME, BRACE AND/OR SUSPEND, AS NEEDED, TO/FROM TOP CHORD OF JOISTS OR STRUCTURAL STEEL WHICH EXISTS ABOVE TENANT SPACE. PATCH & REPAIR ALL FIREPROOFING AT EXISTING STRUCTURE. TAG # METAL STUD SIZE NOTES 301 15/8" 302 21/2" 303 3 5/8" 304 6" 8 NON -RATED PARTITION A600 1 1/2"=1'-0" 1 0 (E)STRUCTURE rREFERTOSHEE7 _, A630 FOR SEISMIC I CEILING RESTRAINTS I __J CEILING TILE SEE SHEET A30C CEILING TILE — & GRID CL-1 MECHANICALLY FASTENED PER MFR. RECOMMENDATION ANGLE BRACKET 12 GA. HANGER WIRE @ 48" O.C. & WITHIN 6" OF END OF CARRYING CHANNEL I RUNNER @ 48" O.C. �S RUNNER @ 24" O.C. 13 SUSPENDED TILE CEILING ASSEMBLY A600 3"=V-0" �CI:JAA� �WA wraN MAD of/C — CIt,4g LIYIr� f»ME NnJ hEMcroslonsAMmourt lsNzlr,mfa iiw�lndlmonstrn;aMmountlxa'Innlsrdz4 14,14 9 xf, 2+2 sd 2z4 r r LtrNW D--A 12` 12' 24'dA' 49"nhon2ASI8' 46'42-1R"1yr 2'13/rnimF N/A ir'(ta N/A 4x4 :4W., N/A N/A N/A rrxv:rnm„z'tn��svrr ..x�a:+.,�s„ru.R>ta�me Ih.+v4twi9,wo-ltoLxmvwMblhxx�,wnJlM.s` Step 1: Mounting Prep 1. instal proper swprxtto struct" in -A,q I wall to hoY1 fixture waight, sea chart B (mtatM4ra Sxa,4d:✓, sn Frl� k. :AI ttiwsntJ¢ibekJmla M1 RaNN1NMw,I;u5hIUi/M1-20 —s-urvt y 2. using chart Aabrnw frarna cut fixture oWing (dim A and St. 3. Install Jmctbn boxes aruJ whip rut below rolling laves. Step 2: Makim tho Comeatons 1. Ramo,e electrical cover, remove knoduwt and attach bNlY.ing supplied condut. 2. Make electdcai connections, recess vnres Into Wum and re -attach elecMc il cover. FOR BRACING @ TOP OF WALL, REFER TO DETAIL 14 A600 5 A600 UNDERSIDE OF STRUCTURE 20 GA. TYP DEEP LEG MTL. TRACK ANCHOR TO I ' UNDERSIDE OF STRUCTURE AT 24" O.C. MAX. AND 12" ' FROM EA. END I I I -- I I � LINE OF CEILING WHERE OCCURS (EXTEND GYP BD. TO i UNDERSIDE OF (E) DECK WHERE NO CEILING EXISTS) j I I -------------- — r ----- I I 1 I I 1 (E) TENANT DEMISING PARTITION OR EXTERIOR WALL (WHERE OCCURS) I I I i i I I (1) LAYER 5/8" GYP. BD. AT EXPOSED SIDE OF MTL. STUD j FRAMING. SECURE TO MTL. FRAMING W/ 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 i I I I I i I SOUND ATTENUATION INSULATION I (RE(XD. @ STUDIO AND TOILET ROOM ' I WALLS) j I 1 1 I I 1 I I I I I I I 20 GA. STD. LEG MTL. TRACK W/ HILTI X-DNI 32 P8S15 @ 3'-O" O.C. MAX. AND 12" FROM EITHER END I i i I I I I BASE TREATMENT. REFER TO INTERIOR ELEVATIONS � I FINISH FLOOR - REFER TO FINISH SCHEDULE I NOTE: NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE THE FLOOR/ROOF DECK ABOVE. FRAME, BRACE AND/OR SUSPEND, AS NEEDED, TO/FROM TOP CHORD OF JOISTS OR STRUCTURAL STEEL WHICH EXISTS ABOVE TENANT SPACE. PATCH & REPAIR ALL FIREPROOFING AT EXISTING STRUCTURE. TAG # METAL STUD SIZE NOTES 400 7/8" FURRING HAT CHANNEL 401 15/8" 402 2 1/2" 403 3 5/8" 404 6" 9 NON -RATED FURRED PARTITION A600 1 1/2"=1'-O" COMPRESSION FILLER — ��UNDERSIDE OF STRUCTURE ®® 0 0 3 5/8" 20 GA. STUD. MECHANICALLY FASTEN STRUCTURE AS REQUIRED. i COORDINATE i i ATTACHMENT ! REQUIREMENTS AT I I STRUCTURE ABOVE i o i i (4) #8 TEK SCREWS W/ LANDLORD PRIOR! j ' TO CONSTRUCTION. I I L--------------1 ° ' 3 5/8", 20 GA. STUDS DIAGONAL EXTEND GYP. BD. & —�-j BRACING TO STRUCTURE AT FRAMING UP TO I 4'-0" O.C. ALTERNATE UNDERSIDE OF (E) DECK i ° DIRECTION) WHERE NO CEILING EXISTS i #8TEKSCREWS Ir--- 3 5/8" 20 GA. STD LEG I ---- — ---------------� I NOTE: I TRACK i NOTHING IS PERMITTED TO BE j ATTACHED TO, SUSPENDED FROM, OR j PENETRATE THE FLOOR/ROOF DECK ' I ABOVE. FRAME, BRACE AND/OR l SUSPEND, AS NEEDED, TO/FROM TOP CHORD OF JOISTS OR STRUCTURAL I STEEL WHICH EXISTS ABOVE TENANT l SPACE. PATCH & REPAIR ALL j FIREPROOFING AT EXISTING STRUCTURE. j LINE OF CEILING' (WHERE OCCURS) -------------- ------ 1 5/8" GYP. BD. A r4 N PARTITION BRACING DETAIL A600 3"=1'-0" Krurkw. ft✓m n, wt mounthola , n=rafrxture to support wth appropriate 1/4-20 hardware 6nrzxb;. m thg hardwra untiflxture Pangs Is level with ceding. r------------------------------I NOTE: I NOTHING IS PERMITTED TO BE ATTACHED I j TO, SUSPENDED FROM, OR PENETRATE THE ! FLOOR/ROOF DECK ABOVE. FRAME, BRACE AND/OR SUSPEND, AS NEEDED, TO/FROM ! TOP CHORD OF JOISTS OR STRUCTURAL ! STEEL WHICH EXISTS ABOVE TENANT SPACE. PATCH & REPAIR ALL FIREPROOFING AT I EXISTING STRUCTURE I _.... ------- ______________J ------ COORDINATE ATTACHMENT REQUIREMENTS AT ! STRUCTURE ABOVE W/ LANDLORD PRIOR TO CONSTRUCTION. _________________J CONT. 18 GA. DEEP LEG DEFLECTION TRACK (1 1/2" MIN. DEEP LEGS). CONNECT TO ROOF STRUCTURE WITH (2) #12 SCREWS @ 16" O.C. CONT. 3 5/8" X 20 GA. TRACK WITH (1) #12 SCREW IN EACH FLANGE OF EACH STUD 5 NON -RATED DEFLECTION A600 3"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED jug 282019 City of Tukwila 10 NOT USED BUILDING DIVISION A600 6" 16 GA. DOUBLED MTL. STUD HEADER 6" 16 GA. MTL. JOIST @ 16" O.C. 5/8" GYP. BD. TO 6" ABOVE 3/4" CDX W.R. ADJACENT CEILING FINISHES OR PLYWOOD TO DECK WHERE NO CEILING EXISTS .i CONTINUOUS3" W R 3 5/8" 20 GA. MTL. STUD I" WOOD @ 16" O.C. TO STRIP, TYP. AT STRUCTURE ABOVE PERIMETER 6" 16 GA. DOUBLED MTL. STUD HEADER 3 5/8" 16 GA. MTL. STUD ;I HEADER ON TOP B.O. GYP. L. SOFFIT - OF 16 GA. MTL. _ __ _ 0" A.F.F. STUD TRACK 3 5/8" 16 GA. MTL. STUD l� 5/8" W.R. GYP .BD., HEADER ON TOP OF 16 GA. TYP. THROUGHOUT MTL. STUD TRACK 'I F.R.P., TYP. SEE A210 AND A410 16 GA. TYP 3 5/8" MTL. STUDS 111 BASETREATMENT REFER TO INTERIOR 16 GA. STD. LEG MTL. TRACK ELEVATIONS W/ HILTI X-DNI 32 P8S15 @ 3'-0" O.C. MAX. AND 121, FINISH FLOOR - I FROM EITHER END I , _ :' '� ' REFER TO FINISH SCHEDULE MOP SINK -REFER TO 13/A700 AND —— PLUMBING DRAWINGS FOR ADDT. INFO 15 PARTIAL HEIGHT MOP SINK PARTITION A600 1 1/2"=1'-0" Step 4 Rdshing 1. Install the IMS, insert one Coma✓ aMi 9en9Y bend IMS to allow othsr and Of Ism to fit trade Of fiat m NOTES: 1. WHEN FIXTURES ARE COMBINED, G.C. TO COORDINATE REQUIREMENTS WITH MANUFACTURER AND MORPHE PM PRIOR TO CEILING FRAMING. FIXNP.ES AS SHOWN IN call. A. t, ',L m.. Nn -'-ai ta"ax f31 at.'fA.1cU n,t�:t"a5u^fJc,—^'d c.^,.:2s%`Jr�h, a.J 4mlr� ® Yi rPJ" JWx`J 41. oF.'acE�. eeee P I N N A C L E Il .,rr9G`C UCc i<xr Yi w"ex,.eeruwwv E,.xr x" ,h,eeNcl Gi-rr�"msnufMtlamnN hrn �S�ay.:l �e"oc..,,tet. Yer.: ra:en�le•,q,,;.k^al ca:=,s. 3 ® P I N N A C L E n ++ .eiunw. ,. x.,r. 1't,G Jct -h1 nSrrK.�-- ,ifi .:.Pl.arl In.,th4::.m Jskr.,unl r�Cbs rra(ufort x,H tnrlt" dt n:Y�"'ururf tayrJ'r."ottr+, Pvu� ?t. IX.`C.ax4Ny<xx aUcrc m^I axlf�an:o ^Mrz^,el kP^tl n3frnl 'alr'r^r^ 3,! 'JJ'Gi:n;r�'^n5 (.rF^[G t f ®�PeI Nv Nn.A� Crvi,E �Aw ronu "'Nrix JOAprtIF crnl. casr+udi0rvi.,�xs xovFz CW ✓� neemn>attecrxx.+nN'ro p. r,I,,q ,,.crkCr�r,3 M1 o iEntlFRhiG4i r /.w.,em twnrtm 6rt Mta Su iEY A W'" AN A ., I 18 LIGHT FIXTURE INSTALL DETAILS A600 N.T.S. MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651,690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE 71634 ___ RE(GSTERED ARCHITEC T DREW R. MAGNUSO. STATEOFWASHiiJGT, V• STORE #: 047 PROJECT: MC�RPHE WESTFIELD SOLITHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM /1BQ/ DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16,2019 ILL / PERMIT /BID 05.23.2019 RECEIVED MAY 3 PERMIT CENTER SHEET TITLE: PARTITION AND CEILING DETAILS DOOR SCHEDULE MARK SIZE (NOMINAL) width x height DOOR RATING HARDWARE FRAME DETAIL NUMBER REMARKS TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL 01 (PR.) 3'-6" x 8'-6" A GLAZING GL-1 -- A oz 3'-0"x8'-0" B GLAZING GL-1 B - 14 g610 15 A610 5 A610 03 3'-0" x 8'-0" C N.M. P-5 -- C -- H.M. P-2 19 A610 19 A610 9 A610 1,2 04 3'-0" x 7'4" C H.M. P-2 D H.M. P-2 19 A610 :f A610 9 A610 1, 2 os 3'-0" x T-0" C N.M. P-2 D - H.M. P-2 19 A610 - A610 1,2 os 3'-0" x 7'-0" C H.M. P-2 -- F -- H.M. P-2 19 A610 19A610 1,2 07 3'-O" x T.0" C N.M. P-2 E H.M. P-2 19 A610 19 A610 1,2 os (E) 3'-0" x 7'-0" D EXISTING P-2 (E) V.I.F. G EXISTING P-2 10 A610 2,4 • ALL DOORS TO RECEIVE NEW HARDWARE AS SPECIFIED. • ENTRY AND REAR SERVICE DOORS TO BE KEYED ALIKE. • ALL HARDWARE IS TO BE SCHLAGE UNLESS NOTED OTHERWISE. **G.C. TO REPAIR EXISTING DOORS (FILL HOLES, ADJUST HINGES AND STRIKES, REPLACE CLOSERS, ETC.) TO TIKE-NEW' CONDITION AND OPERATION. REPLACE AS REQUIRED FOR PROPER WORKING ORDER. DOOR/HARDWARE GENERAL O A. ALL HARDWARE ON NON -CUSTOMER SIDE OF DOORS SHALL BE ALUMINUM, STAINLESS STEEL, OR CHROMIUM AS NOTED AND ALL HARDWARE ON CUSTOMER SIDE OF DOORS SHALL BE BLACK. G.C. AND HARDWARE SUPPLIER TO COORDINATE. IF HARDWARE FINISH REQUIREMENTS ARE UNCLEAR, CONTACT ARCHITECT. B. STOREFRONT ENTRY DOOR TO HAVE SIGN "THIS DOOR TO REMAIN UNLOCKED AND OPEN WHEN STORE IS IN OPERATION" POSTED ABOVE DOOR, SEE DOOR REMARKS. C. DOOR HARDWARE SHALL BE OPERABLE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT FROM THE SIDE OF EGRESS. D. ALL DOOR OPERATING HARDWARE SHALL BE MOUNTED AT 36" A.F.F. U.N.O. E. DOOR HARDWARE MUST BE OPERABLE BY A SINGLE HAND WITHOUT TIGHT GRASPING TIGHT PINCHING OR TWISTING. F. ALL HOLLOW METAL FRAMES TO BE 2" WELDED FRAMES. G. ALL DOOR LATCHES SHALL BE EQUIPPED WITH LEVER TYPE HANDLES OR PANIC BARS. H. DOOR STOP TO BE COORDINATED ON SITE. H.A. WALL STOP ROCKWOOD MFG 403 H.B. FLOOR STOP ROCKWOOD MFG 470 7� io \ OSTOREFRONT DOOR = i O `\ u O \\\ 0 w `\ N w \ \ ( C ) INTERIOR DOOR SEE A200 3'-0" —� OSTUDIO DOOR OREAR SERVICE DOOR DOOR SCHEDULE REMARKS 1. PROVIDE WOOD BLOCKING FOR WALL MOUNTED DOOR STOPS, WHERE APPLICABLE. 2. CLOSER TO BE MOUNTED ON DOOR, NOT FRAME, CLOSER TYPE TO BE 90- OPENING. PLACE CLOSER ON NON -CUSTOMER SIDE OF DOOR, 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 STOREFRONT ENTRY DOORS. 4. PAINT EXTERIOR SIDE AS REQUIRED. COORDINATE PAINT COLOR WITH LANDLORD'S ON -SITE REP. DOOR HARDWARE • 4 GROUPS 'A' STOREFRONT ENTRY DOORS: • (2) EACH, BOTTOM PATCH WITH MORTISE/LOCK AND INTEGRATED HOLD OPEN PIN • (2) EACH, "BEST 7 PIN" KEYED CYLINDER AND THUMBTURN COMBO • (2) EACH, BOTTOM 180- PIVOT- BLACK • (2) EACH, TRANSOM 180- PATCH - BLACK • (4) EACH, DUST PROOF FLOOR STRIKES- BLACK (1 SET FOR BOTH CLOSED AND HOLD OPEN POSITION) • (2) EACH, ASSA ABLOY ROCKWOOD RM3301- MEGATEK STRAIGHT PULL, 24" OVERALL LENGTH, 1 1/4" DIAMETER, EXTRA DARK ANODIZED EQUIVALENT • (2) EACH, PLUNGER STYLE HOLD OPEN • (10) SETS OF KEYS • (2) EACH, DOOR STOPS W SALES/STUDIO DOOR: • CRL DRY GLAZE FRAMELESS GLASS DOOR KIT. TYPE'P' DOOR AND SIDELITE WITH 4" HIGH FULL WIDTH TOP AND 4" TAPERED BOTTOM RAILS (FINISH: BLACK). FLOATING HEADER (FINISH: BLACK) WITH CONCEALED HYDRAULIC CLOSER - 90° OPEN. • (2) EACH, CRL 801ODP CENTER HUNG PIVOT HINGES • (1) BACK TO BACK ASSA ABLOY ROCKWOOD RM3301- MEGATECK STRAIGHT PULL, 24" OVERALL LENGTH, 11/4" DIAMETER, EXTRA DARK ANODIZED EQUIVALENT • (1)EACH, CRL 20104M20JACKSON OVERHEAD CLOSER, SPRING POWERED MULTI SIZE 90" HOLD OPEN • (1) EACH, CRL 8010AS CLOSER ARM • (1) EACH, CRL 801OFS MOUNTING CLIP • (1) EACH, FLOOR MOUNTED DOOR STOP - BLACK LOCK KIT, MUST ACCEPT'BEST' GORE ** NOTE: COMPLETE DOOR KITS CAN BE CREATED AND ORDERED THROUGH CRL (800) 421-6144 'C' SALES/HALLWAY DOOR: • (3) EACH, BUTT HINGES -5 KNUCKLE; BALL BEARING; STD. WEIGHT; FULL MORTISE HINGE; MPB79 US 26D • (1) EACH, PUSH/PULL HARDWARE AND PLATE - ROCKWOOD MFG 111 X 73C/73CL • (1) EACH, DOOR CLOSER - YALE HARDWARE UNI-3511-689-DOOR CLOSER WITH HOLD OPEN • (1) EACH, KICK PLATE - ROCKWOOD MFG K105010"x34"x US 32D INSTALLED ON PUSH SIDE • (1) EACH, DOOR STOP - ROCKWOOD MFG, 626 • (10) SETS OF KEYS • SILENCERS • (1) EACH, KICK DOWN HOLD OPEN - CONFIRM SPEC, WITH TENANT 'D' HALLWAY/STOCKROOM AND STUDIO/HALLWAY DOORS: • (3) EACH, BUTT HINGES - 5 KNUCKLE; BALL BEARING; STD. WEIGHT; FULL MORTISE HINGE; MPB79 US 26D • (1) EACH, ENTRANCE/OFFICE LOCK -SCHLAGE-NDSOPD 626SPARTA (1) EACH, DOOR CLOSER - YALE HARDWARE 3511-689 • (1) EACH, KICK PLATE - ROCKWOOD MFG K105010"x34"x US 32D INSTALLED ON PUSH SIDE (1) EACH, DOOR STOP - ROCKWOOD MFG, 626 • (10) SETS OF KEYS • SILENCERS • (1) EACH, KICK DOWN HOLD OPEN - CONFIRM SPEC. WITH TENANT 'E' OFFICE DOOR: • (3) EACH, BUTT HINGES- 5 KNUCKLE; BALL BEARING; STD, WEIGHT; FULL MORTISE HINGE; MPB79 US 26D • (1) EACH, ENTRANCE/OFFICE LOCK -SCHLAGE-ND50PD 626SPARTA • (1) EACH, DOOR CLOSER -YALE HARDWARE UNI-3511-689-DOOR CLOSER WITH HOLD OPEN • (1) EACH, KICK PLATE - ROCKWOOD MFG K105010"x34"x US 32D INSTALLED ON PUSH SIDE • (1) EACH, DOOR STOP - ROCKWOOD MFG, 626 • (10) SETS OF KEYS • SILENCERS • (1) EACH, KICK DOWN HOLD OPEN - CONFIRM SPEC. WITH TENANT 'F' TOILET ROOM DOOR: • (3) EACH, BUTT HINGES -5 KNUCKLE; BALL BEARING; STD. WEIGHT; FULL MORTISE HINGE; MPB79 US 26D • (1)EACH, PRIVACY LOCKSET-SCHLAGE-ND40S626SPARTA • (1) EACH, DOOR CLOSER - YALE HARDWARE 3511-689 • (1) EACH, KICK PLATE - ROCKWOOD MFG K105010"x34"x US 32D INSTALLED ON PUSH SIDE • (1) EACH, DOOR STOP - ROCKWOOD MFG, 626 • SILENCERS 'G' REAR SERVICE DOOR (G.C. TO VERIFY CONDITION OF EXISTING DOOR HARDWARE AND SUPPLEMENT WITH NEW AS REQUIRED): • (3) EACH, 5 KNUCKLE; BALL BEARING; STD. WEIGHT; FULL MORTISE HINGE; US26D; NRP HINGES • (1)EACH, PANIC DEVICE WITH BATTERY ALARM -DETEX#ECL-230D EXTERIOR DOOR HANDLE AND LOCK NOT REQUIRED • (1) EACH, BLANK COVER PLATE ON EXTERIOR • (1) EACH, DOOR CLOSER - YALE HARDWARE 3511-689 • (1) EACH, DOOR PULL BURNS 25a X US32D • (1) EACH, PEEPHOLE - SECURITY PRODUCTS INC. PEEK-0 595-US-15 • (1) EACH, DOOR BUZZER - REFER TO ELECTRICAL • (1) EACH, KICK PLATE - ROCKWOOD MFG K105024"04"x US 32D INSTALLED ON PUSH SIDE • EXTERIOR TENANTSIGN(S) PER LANDLORD STANDARDS • THRESHOLD PEMKO 175A • (10) SETS OF KEYS • SILENCERS HARDWARE NOTES: 1. ALL DOOR HARDWARE SHALL COMPLY WITH FEDERAL, STATE AND LOCAL ACCESSIBILITY REQUIREMENTS. 2. ALL EXIT DOORS TO BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. 3. THE MAXIMUM FORCE REQUIRED TO OPERATE ANY DOOR SHALL COMPLY AS FOLLOWS: 3.1. INTERIOR DOORS = 5 LBS 3.2. EXTERIOR DOORS = 8.5 LBS 3.3. FIRE -RATED DOORS = MINIMUM ALLOWED BY BUILDING AND FIRE AUTHORITY HAVING JURISDICTION 4. PROVIDE SMOKE GASKETING AT ALL RATED ASSEMBLIES AS REQUIRED BY CODE. S. PROVIDE (10) SETS OF KEYS FOR ENTRY, SALES/HALLWAY, STUDIO/HALLWAY, MANAGER'S OFFICE, AND REAR SERVICE. PROVIDE TO STORE MANAGER AT RETAIL TURNOVER. SALES AREA TILE — CONCRETE SLAB WITH COMPOUND, V.I.F. DUST PROOF FLOOR STRIKE (SHOWN DASHED) 4 TRANSITION DETAIL A610 6"=1'-0" VINYL COMPOSITION TILE— FLOORWG F-3 TILE- 0/ LEVELING COMPOUND -SLOPE 1/4" PER V-0" MAX. TO ALIGN FLUSH WITH SALES AREA FLOORING FLOOR TRANSITION TO — ALIGN WITH HALLWAY SIDE OF DOOR METAL TRANSITION STRIP. - SCHLUTER SCHIENE-A OR AS DIRECTED BY TENANT CRITERIA 9 TRANSITION DETAIL A610 6"=1'-0" ENTRY DOOR AS SCHEDULED METAL TRANSITION STRIP. SCHLUTER SCHIENE-A OR AS DIRECTED BY TENANT CRITERIA -G.C. TO COORDINATE FINAL PLACEMENT OF SCHLUTER STRIP WITH INSTALL OF DUST PROOF FLOOR STRIKES. SCHLUTER TO RUN CONTINUOUS AT DOOR OPENING TO OUTSIDE OF FLOOR STRIKE. NO NOT INTERRUPT. MALL FLOORING FLOOR FINISH DOOR AS SCHEDULED ALIGN - LEVEL AND SMOOTH TRANSITION TILE FLOORING 0/ THINSET O/ (E) CONCRETE SLAB (E) CONC. SLAB, G.C. TO PREP AS REQ'D. TO RECEIVE FINISH FLOOR GYP. BD, BOTH SIDES, SEE SHEET A210, A400, AND AZIM FOR FINISHES 3 5/8" 20 GAUGE METAL STUDS AT 16" O.C. F.R.T. WOOD BLOCKING AS REQUIRED J-BEAD AND SEALANT ' T.O.OPENING +8'-2" A.F.F. 13/4" x 41/2" BLACK HEADER RAIL WITH CONCEALED CLOSER, PROVIDED BY G.C. GLASS DOOR TYPE'P' ON CENTER HUNG PIVOT HINGE, FURNISHED AND INSTALLED BY G.C. PER MANUFACTURER'S RECOMMENDATIONS P FRAMELESS GLAZING HEAD DETAIL 0 3"=1'-0" METAL TRANSITION STRIP. ' SCHLUTER SCHIENE-A OR AS DIRECTED BY TENANT CRITERIA i i i i - G.C. TO COORDINATE FINAL EXTENT OF WALL PLACEMENT OF SCHLUTER i i i PARTITION BEYOND STRIP WITH INSTALL OF DUST i i DOOR WHERE PROOF FLOOR STRIKES. i SCHEDULED - REFER SCHLUTER TO RUN ,d F� TO SHEETS A200AND CONTINUOUS AT DOOR A210 OPENING TO OUTSIDE OF FLOOR STRIKE. NO NOT i INTERRUPT. SALES AREA TILE F-1 BUILD UP SUBSTRATE AS i NEEDED � i SALES AREA TILE CONCRETE SLAB WITH i j i F-2 LEVELING COMPOUND, V.I.F. i DUST PROOF FLOOR STRIKE (SHOWN STUDIO / SALES SALES DASHED) FLOOR FINISH FLOOR FINISH SEE SHEET A210 SEE SHEET A210 6 TRANSITION DETAIL A610 6"=1'_0" RATED HOLLOW METAL DOOR -SEE DOOR SCHEDULE HOLLOW METAL JAMB BEYOND THRESHOLD, SEE DOOR/SCHEDULE HARDWARE VINYL COMPOSITION TILE FLOORING F-3 0/CONC. LEVELING COMPOUND AS REQ'D. (E) CONC. SLAB, G.C. TO PREP AS REQ'D. TO RECEIVE FINISH FLOOR WATER PROOF MEMBRANE 4 AS REQUIRED BY LANDLORD NO. 10 x 11/2" FHWS, PHILLIPS (FACTORY PROVIDED) 10 TRANSITION DETAIL A619 6"=1'-0" SEE 3'-0" GYP. BD., BOTH SIDES, SEE SHEET A210, A400, AND A401 FOR FINISHES 3 5/8" 20 GAUGE METAL STUDS AT 16" O.C. F.R.T. WOOD BLOCKING -� AS REQUIRED SIDELITE RAIL AND 1/2" TEMPERED GLAZING -G.C. TO FURNISH AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS GLASS DOOR TYPE'P' ON CENTER HUNG PIVOT HINGE WITH 1/2" TEMPERED GLAZING, G.C. TO FURNISH AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS 16 FRAMELESS GLAZING JAMB DETAIL A610 3"=1'-0" MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A H C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE .f63d REGYSTERED ARCHITECT DREW R. MAGNUS U STATE OF W ASHIfdGT' N STORE #: 047 PROJECT: MORPHE WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM / 1BQ / DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/ PERMIT/ BID 05.23.2019 SHEET TITLE: DOOR SCHEDULES AND DETAILS " CASHWRAP DETAILS A620 1/2"=V-01/2"=1'-0" SIGN VENDORTO FURNISH AND INSTALL CUSTOM IMAGING WALL COVERING AS SCHEDULED- G.C. TO PAINT FURRED WALL P-3 AND ALLOW FOR A MINIMUM OF 48 HOURS FOR OFF -GASSING PRIOR TO WALL COVERING INSTALLATION. "BLEND THE RULES / #MORPHEBABE" ILLUMINATED LED SIGNAGE FURNISHED AND INSTALLED BY SIGN VENDOR. SIGN VENDOR TO PROVIDE TEMPLATE TO G.C. FOR ELECTRICAL FEED PENETRATIONS. WALL MOUNTED SHELF SUPPORT BRACKETS G.C. TO PROVIDE ELECTRICAL ACCESS AT BOTTOM OF FURRED WALL AND BEHIND CABINET ILLUMINATED VITRA SHELVING SYSTEM. FURNISHED BY FIXTURE VENDOR, INSTALLED BY G.C. BRUSH WALL CABINET FIXTURE MS FURNISHED BY FIXTURI VENDOR AND INSTALL G.C. G.C. TO PROVIDE PLYWOOD BACKING FC WALL ATTACHMENT, F TO FIXTURE BLOCKING DETAIL X/A620. �l BRUSH WALL ISOMETRIC A620 1 1/2"=V-0" ELECTRICAL JUNCTION BOX FOR — INCOMING POWER AT HATCHED AREA ELECTRICAL CONTRACTOR TO PROVIDE INCOMING POWER: 208V 20A/QUANTITY: (3) REFER TO ELECTRICAL DRAWINGS LED MOUNT BEYOND - PROVIDED AND i INSTALLED BY TENANT VENDOR. G.C. TO VERIFY FINAL PRODUCT SELECTION WITH VENDOR AND MODIFY RECESS DEPTH AS REQUIRED - TYPICAL LED DISPLAY- PROVIDED AND INSTALLED BY TENANT VENDOR. G.C. TO VERIFY FINAL PRODUCT SELECTION WITH VENDOR AND MODIFY FINISH OPENING SIZE AS REQUIRED -TYPICAL r-------------------FCWS, I FOR ELECTRICAL/DATA LOCATIONS, 1 SEE SHEET A230 FOR ADDITIONAL j L_ IINFORMAITON--------� _______ FINISH OPENING EDGE TO BE 1"— BEYOND OUTSIDE FRAME OF LED'S. G.C. TO VERIFY FINAL DIMENSIONS WITH TENANT VENDOR AS REQUIRED FOR FINAL LED SPECIFICATION VENTED OPENING SHOWN HATCHED. PAINT ALL EXPOSED STUDS AND OPENINGS BLACK P-4 . HDMI ELECTRICAL BOX BY ELECTRICAL CONTRACTOR PLATE/WIRING BY TENANT VENDOR. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. BACKWRAP INCOMING DATA: TENANT'S IT VENDOR TO PROVIDE CAT5E/QUANTITY (4) W/ MAX RUN OF 300 FT. ILLUMINATED MORPHE"M" 10'-8 3/8" HOLD FINISH OPENING 10'-6 3/8" EXTENTS OF LED'! I ADLtI I`U�EN l"I SHOWN - IPAD 12.9 INCH AND IPAD MINI F1.��/mz/- --------------- Fa l = 1- ---- --- u'------ ---------------- ---------------- - ----- ------ -- �, --------------- --------------- -- ---- ------- ---------------- 5" ----- ----- -- 5" CL. -------------- -- ------------- --------� ------- 1 ---------------- - 'v ti ---------------- ---------------- --------------- --------------- ------- -i----------------------- ---------------- ---------------- ---------------- ---------------- 171 F. 5" -------------- ---------------- I --------i------- I-- ---------------- 5" -------------- �llllf�-1l1 e-I CL OF BACKWRAP AND LED DISPLAY 15 LED DISPLAY WALL ELEVATION A620 3/4"=1'-0" T m LINE OF FURRED WALL, REFER TO A200 FOR ADDITIONAL INFORMATION. "BLEND THE RULES / #MORPHEBABE" ILLUMINATED LED SIGNAGE FURNISHED AND INSTALLED BY SIGN VENDOR. SIGN VENDOR TO PROVIDE TEMPLATE TO G.C. FOR ELECTRICAL FEED PENETRATIONS. 1/2" CONDUITTO RUN FROM SIGNAGE TO1-BOX BELOW - INCLUDE PULL STRING. ILLUMINATED VITRA SHELVING SYSTEM. FURNISHED BY FIXTURE VENDOR, INSTALLED BY G.C. WALL MOUNTED SHELF SUPPORT BRACKETS. FIXTURE. REFER TO A220 TIONAL INFORMATION. CONDUIT PULL STRINGS TO RUN TO JUNCTION BOX. (1) JUNCTION BOX PER MS FIXTURE. APPROXIMATE LOCATION OF ELECTRICAL CUT-OUT ACCESS TO ILLUMINATED VITRA SHELVING SYSTEM AND SIGNAGE. 13 BRUSH WALL SECTION A620 3/4"=1'-0" 3 5/8" 12 GAUGE METAL STUDS AT PROVIDE CLEAR PATH 16" O.C. OF WALL VENTING TO 31/2" SOUND ATTENUATION '" " AREA ABOVE CEILING. INSULATION WHERE SHOWN DO NOT SEAL WALL. ++ 5/8" TYPE 'X' GYP. BD. G.C. TO PAINT P-4 ++ N IN VISIBLE AREAS BEYOND 1" GAP G.C. TO PAINT RECESS BLACK P-4 N OMIT GYP. BD., AND RETURN GYP. BD. INTO RECESS PLYWOOD FROM THESE PORTIONS OF LED DISPLAY- PROVIDED AND BUILD OUT AS INSTALLED BY TENANT VENDOR - REQUIRED FOR TYPICAL VENTILATION OF LED'S LED MOUNTING RAIL - PROVIDED 3(4" FIRE TREATED AND INSTALLED BYTENANT VENDOR PLYWOOD BACKER -TYPICAL ACROSS BACK OF RECESS - PAINT P-4 3 5i8" 12 GAUGE METAL STUDS AT 16" ~ O.C. TO DECK OMIT GYP. BD., AND PLYWOOD FROM THESE PORTIONS OF BUILD OUT AS REQUIRED FOR VENTILATION OF UED'S RETURN GYP. BD. TO REAR OF RECESS q G.C. TO VERIFY DEPTH REQUIRED TO G.C. TO PAINT RECESS CREATE A FLUSH -ALIGNED - BLACK P-4 Tn TRANSITION BETWEEN FACE OF LED'S AND FACE OF FINISHED GYP. BD. _ G.C. TO PAINT P-4 `n IN VISIBLE AREAS ++ BEYOND 1" GAP ++ 3 1/2" SOUND ATTENUATION iV INSULATION WHERE SHOWN T m 3 5/8" 12 GAUGE METAL STUDS AT 16" O.C. 5/8" TYPE W GYP. BD. " 18 LED DISPLAY WALL SECTION A620 3/4"=1'-0" WALL MOUNTED SHELF 1 1 1 1 II ii 1 1 SUPPORT BRACKETS 11 1.r 10" 5/8" TYPE W GYP. BD. t; TYPICAL G.C. TO FURNISH AND INSTALL 3/4" FIRE RATED PLYWOOD AND PROVIDE 1 1 1 1 1 1 HOLES FOR BRACKETS 7/8" HAT CHANNEL, TYPICAL m - 3 5/8" METAL STUDS { E 13'-7" 4 BRUSH WALL PLAN DETAIL A620 11/2"=1'-0" 7/8" HAT CHANNEL SPACED EVENLY ------ � B.O. CEILING SEE A300 3 5/8" METAL STUDS WALL MOUNTED SHELF SUPPORT BRACKETS G.C. TO FURNISH AND INSTALL 3/4" FIRE RATED PLYWOOD AND PROVIDE HOLES FOR BRACKETS 5/8" TYPE 'X' GYP. BD. 7/8" HAT CHANNEL, TYPICAL TFINISH FLOOR A%" 5 BRUSH WALL SECTION DETAIL A620 1 1/2"=1'-0" 13 AREA OF ILLUMINATED SIGNAGE, d a I 1 1 I I I 1 1 I I I I I I I 1 I I I i I I I i I I I I I I I I 1 I I i 1 I 1 I _ 0 ` ------- -------- ----- - - -------------------- - v 0 5/8" O ROU THR 4 1/2" 41/2" SHELF WIRIN 13 HOLES 1 I i I 1 I 11 I 7" 1'-17(8" 1'-17(8" V-17/8" 1'-17/8" V-17/8" 1"17/8" V-17/8" V-17/8" 1'-17/8" 1'-17(8" 7" N i I � 1 1 1. —¢I� -�Ig-- - 21/2" 21/2" i 21( 1/2" 21/2' 21/2" a 1'-4" 5" V-4" V-4" 5" P 4" V-4" 5" V-4" V-4" 5" V_4" `» - ti r I 1 .. I I I m 1 1 � 13'-777, ELECTRICAL CUT-OUT, TYPICAL 7/8" HAT CHANNEL, TYPICAL 14 BRUSH WALL PLYWOOD DETAIL A620 3/4"=1'-O" /19 NOT USED A620 r ttP ZU" W IU I H ULtAK IN WALL FUK ELECTRICAL SHELF WIRING RUNS DOWN BACK OF WALL 1" 0 CUT-OUTS FOR TUBING SHELF ARMS, V.I.F. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA mAY a 2019 PERMIT CENTER MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H i T. E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE 11634 REGISTERED ARCHITEC T DREW R. MAGNUSO STATEOFWASHINGT I STORE #: m PROJECT: ORPHE WESTFIELD SOUTHCENTER SPACE#1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM {JBQ/ DRM ISSUES AND REVISIONS: 100%CHECKSET 05.16.2019 LL/PERMIT /BID 05.23.2019 SHEET TITLE: FIXTURE DETAILS ELECTRICAL CUT-OUT, TYPICAL 7/8" HAT CHANNEL, TYPICAL 14 BRUSH WALL PLYWOOD DETAIL A620 3/4"=1'-O" /19 NOT USED A620 r ttP ZU" W IU I H ULtAK IN WALL FUK ELECTRICAL SHELF WIRING RUNS DOWN BACK OF WALL 1" 0 CUT-OUTS FOR TUBING SHELF ARMS, V.I.F. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA mAY a 2019 PERMIT CENTER MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H i T. E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE 11634 REGISTERED ARCHITEC T DREW R. MAGNUSO STATEOFWASHINGT I STORE #: m PROJECT: ORPHE WESTFIELD SOUTHCENTER SPACE#1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM {JBQ/ DRM ISSUES AND REVISIONS: 100%CHECKSET 05.16.2019 LL/PERMIT /BID 05.23.2019 SHEET TITLE: FIXTURE DETAILS SHEET TITLE: FIXTURE DETAILS !$` rC3CtEO C�`t1:.1�1t85 re - • a • ♦ _ e standards, In all: buildings, other than structures classified as This document has been revised based on current Braiding Cod stand. 1 g , essential facilities, suspended ceilings installed in accordance with the prescriptive provisions of the 401 document are deemed to comply with the current building code Interpretation.i This'. document provides the IESC-2012 referenced standards for the: installation of suspension systems for acoustical Jay -in ceilings. Incorporation of this document will:. provide a more uniform standard for installation and inspection. This document is designed to accomplish the Intent ofthe Intemational Building Code (180) with regard to the requirements for seismic design category D, E and F for suspended ceilings and related items, Unless supported by engineering, the suspension system shall be " installed per these requirements and those of the referenced documents. "Manufacturers' recommendation should be followed where applicable. ZZ General Recommendations Referenced sources per hierarchy: 2012 International Building Code (IBC), American Society of Civil Engineers (ASCE 7-10), American Society of Testing Materials (ASTM C 635, ASTM C 636, ASTM E 5801E 580M), and Ceilings and Interior Systems Construction Association (CISCA). Partitions that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the structure. Bracing shall be independent of the ceiling splay bracing system. S.wr .'ASCE 7.10 Sectice 13.58.1 For further information on bracing of non -load bearing partitions refer to NWCB Technical Document #200-501. All main beams are to be Heavy Duty (HD). Soars a:ASTME580Sestbe5,1.1 Ceilings less than or equal to 144 R2 and surrounded by walls connected to the structure above are exempt from the seismic design requirements. Scia-ASTME580Section 1.4 These recommendations are intended for suspended ceilings and related components in areas that require resistance to the effects of earthquake motions. Source: ASTME580 Section 3.2 All wire ties are to be three tight turns around itself within three inches. Twelve gage 7- Hanger wire spaced 4 foot on center (figure 1). S---: ASTMC636 Saotion 234 m (76.m)3 Changes in ceiling planes will require positive bracing. Sovrea:ASTME580Sadkv,5.28.6 �— figure 1 PAGE 1 OF 4 N NWCBHEADQUARTERS + - s • OREGON NW WALLS, CEILING BUREAU 2825 Eastlake Ave E Ste 350 1 Seattle, WA 98102 tet 503-295-0333 tel 206-524-42431 email Info@nwcb.org on -oil oregon@nwcb.org O NORTHW EST WALL AND CEILING BUREAU SEISMIC CEILING ASSEMBLY DETAILS BV N.T.S. I" t 3 0 % SEISMIC RXO Code Compliant Solution Suspension Systems ICC-ESR-1308 Key Selection ESR-1308 Lists Specific Components and Method of Installation Attributes The performance of the Armstrong Seismic RT Suspension System is based on a specific combinafim of components and Armstrong: Seismic RX method of installation. Other manufscturerew components and installation methods were not tested and are not covered in Suspension System. Saves this evaluation. Substitution of other components puts the system at risk and is notallovred bythis ESR report. Time and Money IBC Category C:. Components: e.Easier to square the systemby Selectacampment trap eshsextionlAemd Q.mouthing tight to.miscemwdis Tai ighter, more secure Installation Design Bat" 9 A Suspension Systems GNylodes D, E aid F CMa9ory C •:Eliminate stabilizer bars PRB.tDE- XL- 15/i6 Ep dToo 9,Sters ❑Heave/ -duly ❑IaemWialedury IBC Category D,: E, F: PRa1wEXLFre6uad'• 15/16'Ekpowdra:5ystern 0lamy-duty ❑la ordsta-duty praLuna. 15/16"nowit tsi Tee Spdem a"isldWy ❑ hroaraciatc-duly + Reduce material casts by using. SUHUBETTEeXL 1/4'Rawl 9/16' NtSbt%slean ❑now-dety ❑hismandVae-duty 7/8 molding- SILHOUETTE XL 7/8"itacal 9/16"BotSbtSyshn ❑HesrydLLy ❑ iaernwdutedutf •Diamonds stabilizer bars StPRAnNE-)l BAVbrosad Too Sinker ❑P-in-duly ❑Isemcdiate-duty • Eliminate installation hassles SLPRAnNEA are amid9/16" braced Too System ❑Heavy-dety ❑shemniistedily from 2".wall molding INTeUUDMIS116'Dimensi,uWTm System ❑Heavy-duty 0idemad.1cduly AL PRELUDE PLUS XL15116" Emosma do TMSys4m 0 laamusfi teduty ICCAS Recognizes the SNATA7W16" gainsaid Toosishm ❑ Imerrachdo-dily Armstrong Seismic Sit SSPRRLCf PLUSM IS/16" EminnmentalTesSysbm ❑ Icier persduq Suspension System as Code Compliant: Solution All Design Categories: The independent and espen evaluation and confirmation a5' B. cornp.nmts (A) (6) _ i ICGES provides the: code official 1. An9lemadmg hermadwith Here If Inngth Flange height with proven evidence supporfitg the prehnshed exposed Binges ❑ 78g0 144" 7B 7/8" Armstrong SeremicWfSusponsion 07802 120" Ire 7/8" System Set a code compliant ❑ 7803 144' W 71" I A alternative design current IBC m 7909 120" i".51W iW g ❑ f18M 124" 7B" I'll requirements. ❑ T80036 144" 7A" 7B" 2. Shadowmokling: banned (A) (6) (C) HMO. Prelinished exposed Bapi tenglh Darya tkgtA Barges 0 782 =� ❑ 7823 120" 2" 1-114" 374" I 21h. Show Making(Compatible ❑ 7877 120 15/16 15/16 1/4" with BEACaod BERC2) 07878 120' 15T16 15116, TV, ❑ 7897 120" 15116 isn6 1z. Hole Shadow mdtin9 can berotated lobe u,otlwitnelNer gangs �\ C.Aceerrsodeve BERG BERC2, AL BERC2 8 B.vn End Retamng Clip infatuate ealldingarsisbut ❑BERG (�_jt'•-5-1j a° iswail molding andwebot ❑ BERC2 gddwitlaruwa"'Pe'rwds 0ALBUIC2 y Armstrong AL BERC2 r�fPrpr NOTE: It is REOIAnEO to altacnasaar graagb if.A1BER02 irks the wailrmbiryeastown Please visit vrmv.icc- org u r for a copy of the ERR report. 2 SUPPLEMENTAL SEISMIC ASSEMBLY DETAILS A630 N.T.S. II�� 11� Ir r 1 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I -------------------------1 I IN LIEU OF 2" WALL ANGLES USE TYPICAL 7/8" WALL ANGLE WITH ARMSTRONG•� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J I BERC2 CLIPS AS DETAILED FOR SEISMIC DESIGN CATEGORY "E" IN 2/A630 ~ L------------------------- J SEISMIC RXO Code Compliant Solution Suspension Systems ICC-ESR-1308 Category D, E, F Atfaded Wall X Ha,gerWire B BERG. BERC2aip P Pap Rivas Category C 1lgmwar BERC BERC2 B B B e I Main Main Beam Beam Trarsbrew Torn.m,b, B Tight wait Tight Wadi ass S BERC BERC2 �C�ss B �2pp. clue—WWl clame—Wall B B B -.0ccosoawae To downnaa CAD taming detain goo ail ,trong.mnsee snb X HaBgorwre NOTE FarcompkteseismcimtaWHm requiementsmntadTechtine 8 BERCa BEBG200 TBohLi-' 11 877 ARMSTRONG 18772767876 "ka rmatrong.com/susparlsiotlsytems All trad02011rAsaharanor, maprgaty or AWII.Icensing Canp ardlor its teliazea C5-37511111 ®2011 AWI ticonsing Canpa:y •Pdntetl in the United Srates otAmedca ---------------I 1 f------------------------ i figure 5a u `— equivalent to Walls. Source'State or Oregon Building Codse Dm6ce, ASTME580 Section 1 t��2.3"=e=;ors=2-.f-------------------J Spreader Bars (rgure46) Terminal ends of main runners and cross members shall be tied together or have some other approved means to prevent their _ spreading. Stabilizer bars, cross tees or other means to prevent spreading shall occur within 8 in. of each wall. Source: ASTME580Sodka,5.2.4 Spreader bars are not required at perimeters where runners are attached directly to closure angles. Spreader bars are not required if a 90 degree intersecting cross or main figure 5b • Countersloping is within 8 inches of the perimeter wall. Where substantiating documentation has been provided to the local jurisdiction, perimeter clips may be used to satisfy the requirements for spreader bars. So.— State of Oregon, Building codes Division •.,. 9e "", Hanger (Suspension) Wires (figures 5a and 5b) Hanger and perimeter wires must be plumb within 1 in 6 unless (figure 5a) counter sloping wjres are provided (figure 5b). S.—ASTM C636S.New 21.4 Hanger wires shall be 12 gage and spaced 4 feet on center or 10 gage spaced 5 feet on center. S.—.: ASTM o636S.dion2.1 figure se, Any connection device at the supporting construction shall be capable of carrying not less than 100 pounds. Source: CISCAzorres 3-4 vestalhangarwireatta lasent • Powder Actuated Fasteners (PAFs) are an approved method of shw'n ana,or sr attachment for hanger wires. soawa: sate oforagon, BmAtmg code:D;w:don stmomrel aonareta 1_, Terminal ends of each main beam and cross tee must be supported Ce0"g C1p mfe within 8 inches of each wall with a perimeter wire (see figure 4 & 5 a). 1Nno Sowce: ASTM E580 Section a26 Wires shall not attach to or bend around interfering material or vartaai nangarwire equipment. A trapeze or equivalent device shall be used where obstructions preclude direct suspension. Trapeze suspensions shall be sized to resist the dead load and lateral forces appropriate for the figure 61b seismic Category. Source: ASTM E580 Section 5.2.7.4 Splayeo seismic braoing was attachment Electrical fixtures amr-in aapanslon anchor Light fixtures weighing less than 10 pounds shall have one 12 gage slmaNrer aonarare 1.r• hanger wire connected from the. fixture to the structure above. This wire Steal strap 1 We. x 2" rang x may be slack. source: ASTME580 Section 5.a4 ,z gaga miamum Light fixtures weighing more than 10 pounds and less than 56 lbs. shall 3 mina I have two 12 gage wires attached at opposing comers of the light fixture to Splayed seismic bracing wire the structure above. These wires may be slack s.araa: ASTMEmosectwns3.5 Light Fixtures weighing more than 56 lbs. shall be supported directly from the structure above by approved hangers, so— Asrid Ewa sedi-5.3.6 Pendant mounted fixtures shall be directly supported from the structure above using a 9 gage wire or an approved alternate support without using the ceiling suspension system for direct support. Sounw,ASTME560 Section 5.3.7 Tandem fixtures may utilize common wires. Mechanical Services Terminals or services weighing less than 20 lbs. shall be positively attached to the ceiling suspension main runners orto cross runners that have the same carryingcapacity as the main runners. Source: ASTM EW0 Secion 5.4.7 - PAGE 3 OF 4 © NORTH WEST WALL AND CEILING BUREAU figure 7 .Ir 1 POP rlatnge i L vt J nn Mn,,,.,, �• RNat Terminals or services weighing 20 lbs. but not more than 56 lots, shall have, in addition to 5.4.1, two 12 gage wires connecting them to the ceiling system hangers or the structure above. These wires may be slack soaree: ASTME560S.d-54.2 Terminals or services weighing more than 56 lbs. shall be supported directly from the structure above by approved hangers. Sources: ASTM E580 S-6-5.4.3 Seismic Separation Joints (figure 7) For ceiling areas exceeding 2,500 square feet, a seismic separation joint or full height wall partition that breaks the ceiling shall be provided unless analyses are performed of the ceilings bracing system, closure angles and penetrations to provide sufficient clearance. Source: ASCE 7.10 Section 73.3.6.2.2 6 The layout and location of the seismic separation joint shall be per the designer of record and noted on the plans. if a seismic separation joint is required by the designer, the designer may use the generic joint detailed in this document or a proprietary joint The amount of free movement (gap design) shall be a minimum of % inch. Soarea: Shie t romgors; S.Adeg cedes Dlvlsice In lieu of seismic separation joints, the ceiling may be divided into areas less than 2500 square feet by the use of partitions or soffits as follows: partitions shall extend a minimum of 6 inches above the level of the plane of the grid and shall be independently braced to the structure above, Soffits shall extend to a point at least level with the bottom plane of the grid and shall be Independently supported and laterally braced to the structure above. Source: SteteofO.Wg Bu;lding.Cades Division,ASTME580Sed.i 5.29.1 Sprinklers For ceilings without rigid bracing, sprinkler head penetrations shall have a 2 inch oversize ring, sleeve or adapter through the ceiling the to allow free movement of at least 1 inch in all horizontal directions. Flexible head design that can accommodate 1 inch free movement shall be permitted as an alternate. So—ASTME580.5ed1Tona2s..5 Th. Not has been serving the ...".be. industry for over forty years. it is recognized as a technical authority, educational body and spokesperson forth. wall and ceiling industry. it providesservices to architects and the construction community on all matters relating to the diversal'sed wall and ceiling industry. As the industry's development and coord omar organization, the MAIDS saw, the need to establish a document to provide ossification and the intent of NEHRP xNalu n sl Earthquake, Hazards Reduction Program). an agency DF FEMA (Federal Emergency Management Agency). it is meant to serve as a set of recommendations and: is not intended for my specific consW cHon project, This technical document is to: serve as a guideline and It is not intended far any specific construction projects. NWCB makes no express or implied womanly or guarantee of the techniques, construction methods or materials ,dengf dturer. PAGE 4 OF 4 �NORl.WEST WALL AND CEILING BUREAU CODE COMPLIANCE APPROVED auN 2 8 2019 City of Tukwila BUILDING DIVISION MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 r1i ffl-"� A R C HI T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE REGtBTEREb ARCNITEC T OREVrIR. df1,C±:rnr, `u"6'ATEQiF,UJ fi0iilgtifili r§;L STORE #: 047 MCIRPHE WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM / 1BQj DRM ISSUES AND REVISIONS: 100% CHECKSET 05,16.2019 LLJPERMIT /BID 05.23.2019 SHEET TITLE: SEISMIC CEILING DETAILS TOILET ROOM ACCESSORIES SCHEDULE DESCRIPTION MANUR GROUP/MODEL FINISH MOUNTING GRAB BARS BOBRICK (1) B-580606, (1) B-5806x53,(1)B-5806x18 STAINLESS STEELSATIN SURFACE MOUNTED MIRROR BOBRICK B-290-1836 STAINLESS STEELSATIN SURFACE MOUNTED PAPER TOWEL HOLDER BOBRICK B-253 ALUMINUM SATIN SURFACE MOUNTED TOILET PAPER HOLDER BOBRICK B-6857 STAINLESS STEELSATIN SURFACE MOUNTED TOILETSEAT COVER DISPENSER BOBRICK B-221 STAINLESS STEELSATIN SURFACE MOUNTED TOILET ROOM KEYNOTES O1 MOISTURE RESISTANT GYP. BD. AT ALL TOILET ROOM INTERIOR WALLS. O2 ACCESSIBLE GRAB BARS. SEE TOILET ROOM ACCESSORIES SCHEDULE, ACCESSIBILITY DETAILS ON SHEET A020, AND DETAIL 12/A700 FOR BLOCKING IN WALLS. O3 ACCESSIBLE LAVATORY. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. O PROVIDE PIPE WRAP INSULATION BELOW LAVATORY. INSULATE P-TRAP AND ANGLE VALVES WITH FULLY MOLDED INSULATION KIT PER ADAAG REQUIREMENTS. \/ WATER CLOSET WITH FLUSH HANDLE ON OPEN SIDE. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. O6 SURFACE MOUNTED MIRROR. SEE TOILET ROOM ACCESSORIES SCHEDULE. O7 SURFACE MOUNTED PAPER TOWEL HOLDER. SEE TOILET ROOM ACCESSORIES SCHEDULE. O 8 SURFACE MOUNTED SEAT COVER DISPENSER. SEE TOILET ROOM ACCESSORIES SCHEDULE. O 9 SURFACE MOUNTED TOILET PAPER HOLDER. SEE TOILET ROOM ACCESSORIES SCHEDULE. 10 SURFACE MOUNTED SHELVING. SEE A220AND RESPONSIBILITY SCHEDULE. FINISH JOINT W/ CLEAR SEALANT— PLASTICJ-MOLD TO MATCH WAINSCOT .O. FRP T 4'-0" A F.F. FRP WAINSCOT GYP. BD. OVER METAL STUD FRAMING VINYL BASE — V.C.T. FLOORING WATER PROOF — MEMBRANE PER LANDLORD REQUIREMENTS (BELOW FLOOR FINISH AND UP TO 6" ON WALL) (E) CONCRETE SLAB - a. a a 11 TOILET ROOM WAINSCOT DETAIL A700 6"=1'-0" 16 NOT USED A700 ---------------------------------------------------------------------- G.C. IS TO REVIEW STRUCTURE BELOW OUR SPACE PRIOR TO CONSTRUCTION FOR CONDITIONS PREVENTING FLOOR PENETRATIONS AS SHOWN. OBSTRUCTIONS THAT PREVENT LAYOUTAS SHOWN i SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY AND PRIOR TO FRAMING. 2 TOILET ROOM PLAN A70 9 1/2"=1'-0" 7 -� NOT USED IHE SHEET A020 F0111 (MOUNTING HEIGHTS I (ANDOBSTRUCFION I (LIMITATIONS: _ — J SOLID IN -WALL BLOCKING SECURED TO STUDS FRP. WAINSCOT0/ 5/8" WATER RESISTANT GYP. BD. 12 GRAB BAR DETAIL A700 6 17 NOT USED A700 B.O. GYP. BD. CEILING +8'-6" A.F.F. T.O. FINISH FLOOf 0'-0" 3:)TOILET ROOM ELEVATIONS 7V 1/2"=1'-0" INSTALL F.R.P.JOL FROM FINISHER TO EXTENT INDICN DETAIL 15/A60VIDE 4'-0" x 10'-0" , CUT TO FIT AS REQTO ENSURE NO HTAL 2-pSEAMS; ALL MS TO MATCH F.R.P. - REFERTOSHEFOR IL'ADDITIONAL IATION I N tV S EQ. EQ. t� o= I (V �- 0 N 13B A7oo I MOP SINK BASIN PLAN ELEVATION A B PO MOP SINK DETAIL 1/2"=1'-O" 18 NOT USED A700 r---------------------------------------� r NOTE: REFER TO SHEET A020 FOR FIXTURE AND ACCESSORY i INSTALLATION LOCATIONS UNLESS OTHERWISE NOTED. i L----------------------------------------J CAPS AT (3) )LDINGS TO COLOR EXTEND FRP 6" BEYOND DRINKING FOUNTAIN, AS SHOWN. &aEnDON� I I I D i D I i I I SEE SHEET A020 FOR i REQUIRED DIMENSIONS AT i I I NOTE: REFER TO SHEET I DRINKING FOUNTAINS i 30"x48"i i A020 FOR MOUNTING `---------' j HEIGHT AND OTHER B ACCESSIBILITY A700 (REQUIREMENTS I L---------------� A PLAN 14 DRINKING FOUNTAIN DETAIL A700 3/8'=1'-O" 19 NOT USED A700 B15 NOT USED A700 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2019 City of Tukwila BUILDING DIVISION I MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE 11634 REOISTERED ARCHITECT T DREWR.MAGNU yU STATEOFWASHINGT N STORE #: 047 PROJECT: MO' RPHE WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM /1BQ/ DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/ PERMIT/ BID 05.23.2019 SHEET TITLE: TOILET ROOM PLAN, ELEVATION, AND DETAILS TABLE OF CONTENTS DIVISION 0: CONDITIONS OF THE CONTRACT 00700 GENERAL CONDITIONS (AIA A201-1997) 00800 SUPPLEMENTARY CONDITIONS DIVISION 1: GENERAL REQUIREMENTS 01100 SUMMARY OF WORK 01300 ADMINISTRATIVE REQUIREMENTS 01400 QUALITY REQUIREMENTS 01500 TEMPORARY FACILITIES AND CONTROLS 01510 EXISTING CONDITIONS 01600 PRODUCT REQUIREMENTS 01630 SUBSTITUTIONS AND PRODUCT OPTIONS 01700 EXECUTION REQUIREMENTS 01735 SELECTIVE DEMOLITION 01800 SYSTEMS DEMONSTRATION DIVISION 2: SITE CONSTRUCTION (NOT USED) DIVISION 3: CONCRETE 03010 CONCRETE 03015 FLOOR SLAB MODIFICATIONS 03540 CEMENTITIOUS UNDERLAYMENT DIVISION 4: MASONRY (NOT USED) DIVISION 5: METALS 05010 STRUCTURAL METALS 05500 METAL FABRICATIONS 05700 ORNAMENTAL METALS DIVISION 6: WOOD AND PLASTICS 06105 MISCELLANEOUS ROUGH CARPENTRY 06200 FINISH CARPENTRY 06400 ARCHITECTURAL WOODWORK 06410 HARDWARE DIVISION 7: THERMAL AND MOISTURE PROTECTION 07210 INSULATION 07560 ROOF REPAIRS 07600 FLASHING AND SHEET METAL 07810 PATCHING EXISTING FIREPROOFING 07840 FIRESTOPPING 07900 JOINTSEALERS DIVISION 8: DOORS AND WINDOWS 08110 STEEL DOORS AND FRAMES 08310 ACCESS DOORS AND PANELS 08410 ALUMINUM FRAMED STOREFRONTS 08700 HARDWARE 08800 GLASS AND GLAZING DIVISION 9: FINISHES 09260 GYPSUM BOARD ASSEMBLIES 09300 TILE 09390 CEMENTITIOUS FIBER BOARD 09510 ACOUSTICAL CEILINGS 09650 RESILIENT TILE FLOORING 09900 PAINTS AND COATINGS DIVISION 10:SPECIALTIES 10430 ILLUMINATED SIGNS 10440 INTERIOR SIGNAGE 10680 COMPACT MOBILE STORAGE UNITS / STATIONARY STORAGE UNITS 10810 TOILET ACCESSORIES DIVISION 11: EQUIPMENT 11000 EQUIPMENT DIVISION 12: FURNISHINGS 12000 FURNISHINGS DIVISION 13: SPECIAL CONSTRUCTION (NOT USED) DIVISION 14: CONVEYING SYSTEMS (NOT USED) DIVISION 15: MECHANICAL 15000 MECHANICAL DIVISION 16: ELECTRICAL 16000 ELECTRICAL DIVISION ZERO: CONDITIONS OF THE CONTRACT SECTION 00700 - GENERAL CONDITIONS A. GENERAL CONDITIONS: THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AIA DOCUMENT A201, 2017 EDITION, IS A PART OF THIS CONTRACT, AND SHALL GOVERN WORK. 1. A COPY WILL BE MADE AVAILABLE BY ARCHITECT UPON REQUEST. SECTION 00800 - SUPPLEMENTARY CONDITIONS A. CONDITIONS AND REQUIREMENTS: GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIVISION 1, GENERAL REQUIREMENTS CONTAIN INFORMATION NECESSARY FOR COMPLETION.OF EVERY PART OF PROJECT. B. DIVISION 1: WHERE PROVISIONS OF GENERAL CONDITIONS RELATE TO PROJECT ADMINISTRATION OR WORK RELATED REQUIREMENTS OF THE CONTRACT, THOSE PARAGRAPHS ARE EXPANDED IN DIVISION 1. C. SUBCONTRACTORS: CONTRACTOR AGREES TO BIND SUBCONTRACTORS AND MATERIAL SUPPLIERS TO TERMS OF GENERAL AND SUPPLEMENTARY CONDITIONS, INCLUDING ARBITRATION. D. PAYMENTS: SEE CONSTRUCTION CONTRACT. E. INSURANCE: AS APPROVED BY OWNER. F. MISCELLANEOUS DEFINITIONS: 1. APPROVED: REQUIRES WRITTEN ACTION BY ARCHITECT AS DOES TERMS SUCH AS DIRECTED, SELECTED, REQUIRED, ORDERED, DESIGNATED, ACCEPTED, ACCEPTABLE, AND SATISFACTORY. 2. FURNISH: SUPPLY AND DELIVER TO PROJECT, UNLESS OTHERWISE STATED IN GREATER DETAIL. 3. INSTALL: OPERATIONS AT PROJECT, FROM INSPECTING AND UNLOADING, TO COMPLETION IN PLACE, READY FOR INTENDED USE. 4. PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR INTENDED USE, UNLESS OTHERWISE STATED IN GREATER DETAIL. DIVISION ONE: GENERAL REQUIREMENTS SECTION 01100 - SUMMARY OF WORK A. SCOPE: PROJECT CONSISTS OF CONSTRUCTION OF THE'MORPHE' STORE AS INDICATED IN CONTRACT DOCUMENTS. WORK OF CONTRACT CAN BE SUMMARIZED BY REFERENCE TO THE CONTRACT, GENERAL CONDITIONS, SPECIFICATIONS, DRAWINGS, ADDENDA AND MODIFICATIONS TO THESE DOCUMENTS ISSUED SUBSEQUENT TO THE INITIAL PRINTING OF SAME. 1. ITEMS NOTED "NIC" (NOT IN CONTRACT) WILL BE FURNISHED AND INSTALLED BY OWNER OR UNDER SEPARATE CONTRACT. 2. HAZARDOUS MATERIALS: NOT IN CONTRACT; OWNER WILL PROVIDE FOR HANDLING OF HAZARDOUS MATERIALS UNDER SEPARATE CONTRACT PRIOR TO THIS PROJECT. IF HAZARDOUS MATERIALS ARE SUSPECTED, NOTIFY OWNER IMMEDIATELY. 3. A RESPONSIBILITY SCHEDULE IS INDICATED ON THE PLANS. IT INCLUDES COORDINATION WITH OTHER WORK PERFORMED BY SEPARATE CONTRACTORS OF THE PROJECT. B. CONTRACTOR RESPONSIBILITY: 1. G.C. SHALL PROVIDE AND PAY FOR: LABOR, MATERIAL, EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, WATER, HEATAND UTILITIES REQUIRED FOR CONSTRUCTION AS WELLAS ANY OTHER FACILITIES AND SERVICE NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK. WHEN WORK IS PERFORMED IN AN EXISTING STORE, PROVISIONS CAN BE MADE TO USE EXISTING UTILITIES, EXCEPT TELEPHONE, AND BILLS WILL BE PAID DIRECTLY BY TENANT. COORDINATE WITH TENANT'S REPRESENTATIVE. 2. G.C. SHALL SECURE AND PAY FOR THE FOLLOWING ITEMS, NECESSARY FOR EXECUTION AND COMPLETION OF THE WORK, AND AS APPLICABLE ATTHE TIME OF RECEIPT OF BIDS: PERMITS, FEES, LICENSES, BONDS AND INSURANCE'S REQUIRED BY LOCAL AUTHORITIES AND/OR LANDLORD. C. WORK SEQUENCE: COORDINATE CONSTRUCTION SCHEDULE, OPERATIONS AND USE OF PREMISES WITH BUILDING MANAGEMENT. D. CONTRACTOR USE OF PREMISES: LIMIT TO AREAS INDICATED ON DRAWINGS AND AS SPECIFIED; LIMIT ACCESS AS DIRECTED BY OWNER & LANDLORD. E. LINES AND LEVELS ENGINEERING: ESTABLISH LINES AND LEVELS BY USE OF RECOGNIZED ENGINEERING PRACTICES. LOCATE AND PROTECT CONTROL AND REFERENCE POINTS. F. REGULATORY AGENCIES: ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES HAVING JURISDICTION, AND IN ACCORDANCE WITH THE "DESIGN CRITERIA FOR TENANT WORK" ISSUED BY THE LANDLORD. G. STANDARDS: COMPLY WITH THE APPLICABLE SPECIFICATIONS AND STANDARDS OF UL, ASTM, ANSI, AWI, NEMA, AIA AND ALL OTHER STANDARDS OF MANUFACTURERS ASSOCIATIONS. COMPLY WITH STANDARDS REFERENCED EXCEPT WHERE MORE RIGID REQUIREMENTS ARE REQUIRED BY CODE. DATE OF STANDARD IS THAT IN EFFECT AS OF DATE DOCUMENTS ARE ISSUED, EXCEPT WHEN SPECIFIC DATE IS SPECIFIED. H. OWNER FURNISHED CONTRACTOR INSTALLED ITEMS: OWNER WILL ARRANGE FOR AND PAY FOR PRODUCT AS INDICATED ON DRAWINGS TO BE DELIVERED TO PROJECT SITE FOR CONTRACTOR INSTALLATION. 1. CONTRACTOR SHALL INSPECT, RECEIVE, UNLOAD, STORE, INSTALL AND FINISH. 2. UNLOADING FIXTURES: INCLUDE IN BASE BID, THE COST TO UNLOAD ALL OWNER SUPPLIED FIXTURES AND MATERIALS INCLUDING EQUIPMENT NECESSARY TO UNLOAD FIXTURES (I.E. LIFT, DOLLIES, CARTS, ETC.). INCLUDE DISPOSAL OF ALL PACKAGING MATERIAL. 3. PROTECTION OF MATERIALS / FURNITURE ON SITE: G.C. IS RESPONSIBLE FOR THE SECURITY, CARE AND DAMAGE PREVENTION OF ALL MATERIALS AFTER DELIVERY TOJOB SITE. G.C. WILL BE BACKCHARGED FOR DAMAGES AND MISSING ITEMS. I. SHORT/DAMAGED FREIGHT: INDICATED BELOW ARE INSTRUCTIONS ON HOW TO HANDLE SHORT, OR DAMAGED FREIGHT. 1. BEFORE SIGNING THE FREIGHT BILL, NOTE SPECIFICALLYTHE ITEMS) DAMAGED OR MISSING I.E., ONE LIGHT FIXTURE, TWO PIECES OF SLATWALL, ETC. 2. AFTER DAMAGED OR MISSING ITEMS ARE NOTED ON FREIGHT BILL, HAVE CARRIER'S DRIVER ALSO SIGN THE FREIGHT BILL. THIS WILL VERIFY THAT BOTH PARTIES AGREE TO THE EXTENT OF DAMAGE OR SHORT ITEMS. 3. THERE ARE TIMES WHEN DAMAGE IS DISCOVERED ONLY UPON UNPACKING THE FREIGHT. IN ORDER TO RECEIVE PAYMENT FROM FREIGHT COMPANY, WE MUST PROVE THAT THE FREIGHT WAS DELIVERED IN DAMAGED CONDITION. THEREFORE, ALL CARTONS MUST BE INSPECTED FOR SIGNS OF DAMAGE OR ABUSE AND THIS IS TO BE NOTED ON THE FREIGHT BILL. 4. BE SURE TO CONTACT THE PROJECT MANAGER TO INFORM HIM/HER OF THE LOSS 50 THAT, IF NECESSARY, THE ITEMS) CAN BE REORDERED SECTION 01300 - ADMINISTRATIVE REQUIREMENTS A. PROCEDURES: CONTRACTOR SHALL REVIEW AND APPROVE SUBMITTALS PRIOR TO SUBMITTING TO OWNER'S PROJECT MANAGER; INFORM OWNER'S PROJECT MANAGER IN WRITING AT TIME OF SUBMISSION OF ANY PROPOSED DEVIATION FROM CONTRACT DOCUMENTS. 1. SUBMITTAL BY CONTRACTOR REPRESENTS THAT FIELD MEASUREMENTS, FIELD CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMBERS AND SIMILAR DATA HAVE BEEN DETERMINED AND VERIFIED BY CONTRACTOR. 2. REVIEW OF SUBMITTALS BY OWNER'S PROJECT MANAGER SHALL BE FOR DESIGN CONCEPT ONLYAND SHALL NOT BE CONSTRUED AS APPROVING DEPARTURES FROM CONTRACT DOCUMENTS. B. CONSTRUCTION PROGRESS SCHEDULE: BAR CHARTS OR CONTRACTOR'S STANDARD COMPUTERIZED SCHEDULES, UPDATED REGULARLY, NO LESS THAN MONTHLY. C. SCHEDULE OF VALUES: AIA FORM G703 OR APPROVED FORMAT. D. SHOP DRAWINGS: SUBMIT ELECTRONICALLY; PROVIDE FOR CUSTOM PRODUCTS AND PRODUCTS NOT FULLY IDENTIFIED BY PRODUCT DATA. E. PRODUCT DATA: SUBMITTO OWNER'S PROJECT MANAGER; INDICATE ITEM TO BE USED WHERE DATA FOR MORE THAN ONE PRODUCT OR OPTION IS INCLUDED; PROVIDE FOR EACH STOCK MANUFACTURED ITEM. F. SAMPLES: PROVIDE PHYSICAL SAMPLES FOR EACH TYPE OF EXPOSED FINISH, COLOR, AND TEXTURE; MINIMUM SIZE 6", MAXIMUM SIZE 12" UNLESS OTHERWISE SPECIFIED; SUBMIT ONE SAMPLE EACH TO BOTH ARCHITECT& OWNER TO RETAIN, ONE SAMPLE FOR FIELD OFFICE, AND NUMBER REQUIRED BY CONTRACTOR. G. MANUFACTURER'SCERTIFICATES:PROVIDEMINIMUMTWO(2)TOOWNER'SPROJECTMANAGER. H. COORDINATION: COORDINATE USE OF PREMISES AND ACCESS TO SITE UNDER DIRECTION OF OWNER; COORDINATE WORK TO ASSURE EFFICIENT AND ORDERLY SEQUENCE OF INSTALLATION OF CONSTRUCTION ELEMENTS. 1. MAKE PROVISIONS FOR OWNER INSTALLED ITEMS AND FOR SEPARATE CONTRACTS. 2. VERIFY CHARACTERISTICS OF INTERRELATED OPERATING EQUIPMENT ARE COMPATIBLE; COORDINATE WORK HAVING INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING NE ON T N i CON CTI O, A D PLAC NG SUCH EQUIPMENT IN SERVICE. 3. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL AND ELECTRICAL WORK; CONCEAL PIPES, DUCTS, AND WIRING IN FINISHED AREAS; COORDINATE LOCATIONS OF FIXTURES AND OUTLETS WITH FINISHES. 1. PROJECT MEETINGS: SCHEDULE AND ADMINISTER MEETINGS, MAKE PHYSICAL ARRANGEMENT, PREPARE AGENDA, PRESIDE AT MEETINGS AND RECORD MINUTES. SECTION 01400 - QUALITY REQUIREMENTS A. GENERAL: MAINTAIN QUALITY CONTROL OVER SUPPLIERS, MANUFACTURERS, PRODUCTS, SERVICES, SITE CONDITIONS AND WORKMANSHIP. B. THE G.C. ASSUMES OVERALL RESPONSIBILITY FOR THE WORK OF THIS PROJECT TO ASSURE THAT ALL ASSEMBLES, COMPONENTS AND PARTS INDICATED OR REQUIRED COMPLY WITH CONTRACT DOCUMENTS. ANY SUBSTITUTIONS MADE BY THE CONTRACTOR WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNER WILL BE REJECTED AND REPLACED ATTHE CONTRACTOR'S EXPENSE. C. THE G.C. ASSURES THAT ALL COMPONENTS, SPECIFIED OR REQUIRED TO SATISFACTORILY COMPLETE THE INSTALLATION ARE COMPATIBLE WITH EACH OTHER, WITH ADJOINING SUBSTRATES, MATERIALS AND WORK BY OTHER TRADES, AND WITH THE CONDITIONS OF INSTALLATION AND EXPECTED USE. D. MANUFACTURER'S FIELD SERVICES: WHEN SPECIFIED IN RESPECTIVE SPECIFICATION SECTIONS, REQUIRE MANUFACTURER OR SUPPLIER TO HAVE QUALIFIED PERSONNEL PROVIDE ON -SITE OBSERVATIONS AND RECOMMENDATIONS. 1. REPRESENTATIVE SHALL: a. OBSERVE FIELD CONDITIONS, INCLUDING CONDITIONS OF SURFACES. OBSERVE QUALITY OF WORKMANSHIP AND METHODS OF INSTALLATION. b. PROVIDE RECOMMENDATIONS FOR INSTALLATION AND WORKMANSHIP. c. WHERE REQUIRED, START, TEST, AND ADJUST EQUIPMENT AS APPLICABLE. d. SUBMIT WRITTEN REPORT TO OWNER'S PROJECT MANAGER OF OBSERVATIONS. E. MOCK-UPS: CONSTRUCT FIELD SAMPLES AND MOCK-UPS ON SITE AS REQUIRED. F. TESTING LABORATORY SERVICES: TESTING SHALL BE BY AN APPROVED TESTING LABORATORY, AS REQUIRED BY SPECIFICATIONS AND BY APPLICABLE CODES. 1. TESTING REQUIRED WILL BE PAID FOR BY OWNER EXCEPT RETESTING WILL BE PAID FOR BY CONTRACTOR WHERE REQUIRED BY FAILURE TO MEET ORIGINAL TESTS. 2. CONTRACTOR SHALL FURNISH MATERIALS AND SAMPLES FOR TESTS AND SHALL ASSIST TESTING LABORATORY AS REQUESTED. G. FIRE -RATED CONSTRUCTION: WHEREVER A FIRE RESISTANCE CLASSIFICATION IS INDICATED OR REQUIRED FOR CONSTRUCTION, PROVIDE MATERIALS, ACCESSORIES AND APPLICATION PROCEDURES WHICH COMPLY WITH THE REQUIREMENTS OF UL "FIRE RESISTANCE INDEX" FOR THE UL DESIGN NUMBERS CORRESPONDING WITH THE CONSTRUCTION ASSEMBLIES INDICATED. SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS A. GENERAL: PROVIDE TEMPORARY CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS AS REQUIRED TO COMPLETE PROJECT IN ACCORDANCE WITH CONTRACT DOCUMENTS AND TO CONFORM WITH REQUIREMENTS OF APPLICABLE AUTHORITIES. 1. CONTRACT GOVERNINGAUTH TIES TO ESTABLISH EXTENT OFTEMPORARYF I I AND ORI AC L TIES TEMPORARY CONTROLS REQUIRED BY AUTHORITIES. B. TEMPORARY POWER: PROVIDE POWER SERVICE AND LIGHTING REQUIRED FOR OPERATIONS, WITH BRANCH WIRING AND DISTRIBUTION BOXES LOCATED TO ALLOW SERVICE AND LIGHTING BY MEANS OF CONSTRUCTION -TYPE POWER CORDS. C. TEMPORARY WATER AND SANITARY SERVICES: PROVIDE AND MAINTAIN RE UIRED RINKING WAT Q D ER AND SANITARY FACILITIES WITH ENCL URES. OS D. NOISE, DUST, AND POLLUTION CONTROL: PROVIDE MATERIALS AND EQUIPMENT NECESSARY TO COMPLY WITH LOCAL REQUIREMENTS FOR NOISE, DUST, AND POLLUTION CONTROL. E. BARRIERS: PROVIDE AS REQUIRED TO PROTECT ADJACENT PROPERTIES FROM DAMAGE FROM OPERATIONS; AND AS REQUIRED BY LANDLORD & GOVERNING AUTHORITIES. COORDINATE W/AHJ PRIOR TO BID & INCLUDE ALL REQUIRED COSTS AS PARTOF BID. 1. FENCE: MINIMUM V-0" COMMERCIAL CHAIN LINK OR SOLID WOOD CONSTRUCTION FENCE; EQUIP WITH GATES WITH LOCKS IN ACCORDANCE W/ LANDLORD REQUIREMENTS AND LOCAL FIRE CODES. 2. SECURITY: MAINTAIN SITE AND MATERIALS SECURE DURING CONSTRUCTION PERIOD. F. CLEANING: CONTROL ACCUMULATION OF WASTE MATERIALS AND RUBBISH; DISPOSE OF OFF -SITE AT INTERVALS APPROVED BY OWNER'S PROJECT MANAGER AND ACCEPTABLE TO APPLICABLE AUTHORITIES. G. SIGNS: SUBJECTTO APPROVAL OF OWNER'S PROJECT MANAGER. H. FIELD OFFICE: PROVIDE WEATHER -TIGHT FIELD OFFICE, WITH LIGHTING, ELECTRICAL OUTLETS, HEATING, AND VENTILATING EQUIPMENT, AND EQUIPPED WITH FURNITURE. 1. TELEPHONE SERVICE: PROVIDE TELEPHONE SERVICE AND FAX SERVICE TO SITE DURING ON -SITE CONSTRUCTION OPERATIONS. 2. TELEPHONE SERVICE: PROVIDE CELLULAR PHONE WITH ON -SITE PERSON IN CHARGE; PROVIDE PHONE NUMBERTO OWNER'S PROJECT MANAGER. I. STORAGE: LIMIT ON -SITE STORAGE TO AREAS. DESIGNATED FOR CONSTRUCTION OPERATIONS AND APPROVED IN WRITING IN ADVANCE BY OWNER; PROVIDE ADDITIONAL WEATHER -TIGHT, SECURED OFF -SITE STORAGE AS REQUIRED. 1. REMOVAL AND CLEANING: REMOVE CONSTRUCTION FACILITIES, CLEAN AND REPAIR DAMAGE, IN EXCESS OF CONTRACT REQUIREMENTS, CAUSED BY OPERATIONS OR USE OF TEMPORARY FACILITIES. K. BARRICADE GRAPHICS: IN ACCORDANCE W/THE RESPONSIBILITY SCHEDULE, PLANS & SHOP DRAWINGS. INSTALL THE VINYL WALLCOVERING STORE LOGO ON THE BARRICADE WALL. TENANT VENDOR TO COORDINATE GRAPHICS AND VINYL INSTALL WITH TENANT & LANDLORD TENANT COORDINATOR. SECTION 01510 - EXISTING CONDITIONS A. G.C. IS TO VISIT THE JOB SITE TO INSPECT THE EXISTING CONDITIONS AND TO VERIFY THE AMOUNT OF WORK THAT W ILL BE NECESSARY FOR THE PROJECT TO BE COMPLETED ACCORDING TO THE CONSTRUCTION DOCUMENTS. B. EXAMINE THE SUBSTRATES AND ADJOINING CONSTRUCTION, AND THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK HAVE BEEN CORRECTED. C. BEFORE PERFORMING ANY WORK OR ORDERING ANY MATERIAL, THE G.C. SHALL VERIFY ALL DIMENSIONS OF ANY EXISTING OR NEW WORK AND SHALL BE RESPONSIBLE FOR THEIR ACCURACY. ANY DIFFERENCES FOUND SHALL BE SUBMITTED TO THE OWNER FOR CONSIDERATION BEFORE PROCEEDING WITH WORK. SECTION 01600 - PRODUCT REQUIREMENTS A. CONTRACT AMOUNT: BASE ON MATERIALS AND PRODUCTS IN CONTRACT DOCUMENTS; WHERE LISTED IN CONTRACT DOCUMENTS, MATERIALS AND PRODUCTS BY MANUFACTURERS NOT LISTED SHALL NOT BE USED WITHOUT WRITTEN APPROVAL. B. PRODUCTS: COMPONENTS SUPPLIED IN QUANTITY SHALL BE INTERCHANGEABLE; PROVIDE NEW MATERIALS UNLESS OTHERWISE DIRECTED IN CONTRACT DOCUMENTS. C. INSTALLATION: INSTALL ITEMS PLUMB, LEVEL AND SECURE, AND IN CORRECT RELATION TO ADJACENT PRODUCTS; SECURE IN PLACE WITH POSITIVE ANCHORAGE DEVICES DESIGNED AND SIZED TO WITHSTAND STRESSES, VIBRATION, AND RACKING. 1. COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFIED. D. TRANSPORTATION: TRANSPORT PRODUCTS TO AVOID PRODUCT DAMAGE, DELIVER IN UNDAMAGED CONDITION IN MANUFACTURER'S UNOPENED CONTAINERS OR PACKAGING. E. HANDLING: PROVIDE EQUIPMENT AND PERSONNEL TO HANDLE PRODUCTS BY METHODS TO PREVENT SOILING AND DAMAGE; PROMPTLY INSPECT TO ASSURE PRODUCTS ARE CORRECT, COMPLETE, AND UNDAMAGED, AND QUANTITIES ARE CORRECT. F. G.C. SHALL RECEIVE AND UNLOAD ALL FIXTURES FROM THE FIXTURE SUPPLIER, ACCORDING TO THE TERMS AND CONDITIONS IMPOSED BY THE MALL DEVELOPER, I.E. SPECIAL TIMES TO UNLOAD, RESERVING LOADING DOCK, ETC. FIXTURES TO BE SET BY G.C.. G. STORAGE: STORE MATERIAL IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS, WITH SEALS AND LABELS INTACT AND LEGIBLE. STORE IN A DRY & VENTILATED AREA OFF THE GROUND. H. PROTECTION: PROVIDE COVERINGS TO PROTECT PRODUCTS FROM DAMAGE FROM TRAFFIC AND CONSTRUCTION OPERATIONS, REMOVE WHEN NO LONGER NEEDED. I. SPECIFIED PRODUCTS: FOR PRODUCTS SPECIFIED BY NAMING ONE OR MORE PRODUCTS OR MANUFACTURERS, SELECT PRODUCTS OF ANY NAMED MANUFACTURER MEETING SPECIFICATIONS. J. G.C. SHALL NOTIFY TENANT IMMEDIATELY OF ANY MISSING OR DAMAGED ITEMS THAT TENANT SUPPLIES AND G.C. INSTALLS. G.C. W ILL OBTAIN AND FILL ALL NECESSARY PAPERWORK REQUIRED IN ORDER TO FACILITATE TENANT IN ITS ABILITY TO PROPERLY FILE CLAIM FOR DAMAGES OR LOSSES. REFER TO TENANT SHORTAGE/DAMAGED GOODS POLICY INCLUDED IN BID INSTRUCTIONS FROM TENANT. SECTION 01630 - SUBSTITUTIONS AND PRODUCT OPTION A. SUBSTITUTIONS AND PRODUCT OPTIONS: PROVIDE PRODUCTS INDICATED OR APPROVED; REQUESTS FOR SUBSTITUTIONS OF OTHER PRODUCTS WILL BE CONSIDERED IF SUBMITTED IN WRITING. 1. CONTRACTOR OPTIONS: PROVIDE PRODUCTS AND MANUFACTURERS NAMED IN SPECIFICATIONS, SUBMIT REQUEST FOR SUBSTITUTION FOR PRODUCTS AND MANUFACTURERS NOT SPECIFICALLY NAMED WHERE NAMES ARE LISTED. 2. SUBSTITUTIONS: CONTRACTOR SHALL INVESTIGATE PROPOSED SUBSTITUTIONS AND DETERMINE IF EQUIVALENT TO PRODUCTS SPECIFIED. SUBMITTALS SHALL INCLUDE COST OR TIME BENEFITS FOR SUBSTITUTIONS; FAILURE TO INDICATE COST OR TIME BENEFIT IS JUSTIFICATION FOR REJECTION. 3. CONTRACTOR'S REPRESENTATION: REQUESTS CONSTITUTE THAT CONTRACTOR HAS INVESTIGATED PROPOSED PRODUCTS AND DETERMINES IT MEETS OR EXCEEDS SPECIFIED PRODUCTS AND WAIVES CLAIMS FOR ADDITIONAL COSTS THAT SUBSEQUENTLY BECOME APPARENT. 4. ARCHITECT'S DUTIES: OWNER'S PROJECT MANAGER SHALL BE JUDGE OF ACCEPTABILITY AND RESERVES RIGHT TO REJECT PROPOSED SUBSTITUTION BASED ON INSUFFICIENT INFORMATION; USE ONLY SUBSTITUTIONS APPROVED IN WRITING. OWNER'S PROJECT MANAGER HAS THE RIGHT TO EMPLOY ARCHITECT TO EVALUATE AND APPROVE SUBSTITUTIONS. SECTION 01700 - EXECUTION REQUIREMENTS A. INSTALLER QUALIFICATIONS: INSTALLERS TO HAVE MINIMUM FIVE YEARS SUCCESSFUL EXPERIENCE INSTALLING ITEMS SIMILAR TO THOSE REQUIRED FOR PROJECT, EXCEPT FOR INDIVIDUALS IN TRAINING UNDER DIRECT SUPERVISION OF EXPERIENCED INSTALLER. B. EXAMINATION: BEGINNING INSTALLATION OF A PRODUCT SIGNIFIES INSTALLER HAS EXAMINED SUBSTRATES, AREAS, AND CONDITIONS FOR COMPLIANCE WITH MANUFACTURER REQUIREMENTS FOR TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE. C. MANUFACTURER'S INSTRUCTIONS: WHEN WORK IS SPECIFIED TO COMPLY WITH MANUFACTURERS' RECOMMENDATIONS OR INSTRUCTIONS, DISTRIBUTE COPIES TO PERSONS INVOLVED, AND MAINTAIN ONE SET IN FIELD OFFICE. D. INSTALLATION: COMPLY WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS UNLESS MORE RESTRICTIVE REQUIREMENTS ARE SPECIFIED. E. PROTECTION: COVER PRODUCTS SUBJECT TO DETERIORATION WITH IMPERVIOUS SHEET, PROVIDE VENTILATION TO AVOID CONDENSATION AND TRAPPING WATER. PROTECT AND MAINTAIN ALL WORK THROUGHOUT CONSTRUCTION SO THAT IT WILL BE FREE OF DAMAGE ATTHE TIME OF ACCEPTANCE BY THE TENANT. F. CUTTING AND PATCHING: CUT AND FIT COMPONENTS AS REQUIRED; PATCH DISTURBED AREAS TO MATCH ADJACENT MATERIALS AND FINISHES. 1. REFINISHING: REFINISH ENTIRE SURFACES AS NECESSARY TO PROVIDE EVEN FINISH TO MATCH ADJACENT FINISHES; FOR CONTINUOUS SURFACES REFINISH TO NEAREST INTERSECTION, FOR AN ASSEMBLY REFINISH ENTIRE UNIT. G. CLEANING: G.C. SHALL EXECUTE PERIODIC CLEANING DURING PROCESS OF WORK, AND AT COMPLETION OF THE WORK, SO THAT ALL FINISHED SURFACES ARE FREE OF ANY FOREIGN MATERIAL, CONDUCT CLEANING AND DISPOSAL OPERATIONS TO COMPLY WITH CODES, ORDINANCES, REGULATIONS, ANTI -POLLUTION LAWS AND LANDLORD REQUIREMENTS. REMOVE GREASE, MASTIC, ADHESIVES, DIRT, STAINS, LABELS AND OTHER FOREIGN MATERIALS FROM SIGHT EXPOSED SURFACES. G.C. SHALL REMOVE ALL CONSTRUCTION DEBRIS FROM IOBSITE, ON A DAILY BASIS. 1. CLEAN INTERIOR AND EXTERIOR GLASS, SURFACES EXPOSED TQ VIEW; REMOVE TEMPORARY LABELS, STAINS AND FOREIGN SUBSTANCES, POLISH TRANSPARENT AND GLOSSY SURFACES, VACUUM CARPETED AND SOFT SURFACES. CLEAN HARD FLOORING PER MANUFACTURER'S RECOMMENDATIONS. 2. CLEAN EQUIPMENT AND FIXTURES TO A SANITARY CONDITION WITH CLEANING MATERIALS APPROPRIATE TO THE SURFACE AND MATERIAL BEING CLEANED. 3. REMOVE WASTE AND SURPLUS MATERIALS, RUBBISH AND CONSTRUCTION FACILITIES FROM THE SITE. H. SUBSTANTIAL COMPLETION: PROVIDE DOCUMENTATION STATING WORK HAS BEEN SUBSTANTIALLY COMPLETED. WHERE OWNER REQUIRES USE OF SPACE PRIOR TO FINAL COMPLETION, PROVIDE LIST OF ITEMS TO BE COMPLETED. 1. OWNER'S PROJECT MANAGER WILL REVIEW LIST OF ANY ITEMS TO BE COMPLETED AND SUPPLEMENT LIST WITH ITEMS CONSIDERED TO BE INCOMPLETE OR UNACCEPTABLE. I. FINAL COMPLETION: PROVIDE WRITTEN CERTIFICATION INDICATING WORK IS IN COMPLIANCE WITH CONTRACT DOCUMENTS, SYSTEMS HAVE BEEN TESTED AND ARE OPERATIONAL, AND WORK IS READY FOR FINAL INSPECTION. 1. PROJECT RECORD DOCUMENTS: MAINTAIN COMPLETE AND UP-TO-DATE RECORD DOCUMENTS; KEEP SEPARATE FROM FIELD DOCUMENTS. SUBMIT PROJECT RECORD DOCUMENTS, MATERIAL AND FINISH DATA, OPERATION AND INSTRUCTION MANUALS, WARRANTIES AND BONDS AT COMPLETION. 1. SUBMIT BOUND IN 8-1/2" X 11" THREE RING BINDERS WITH DURABLE PLASTIC COVERS. ARRANGE IN FORMAT SIMILAR TO SPECIFICATIONS. K. WARRANTIES: PROVIDE WARRANTIES AS INDICATED, SIGNED BY CONTRACTOR AND MANUFACTURER; FORM AS APPROVED BY OWNER PRIOR TO EXECUTION. 1. WARRANTIES SHALL BE IN ADDITION TO AND NOT A LIMITATION OF OTHER RIGHTS OWNER MAY HAVE AGAINST CONTRACTOR UNDER CONTRACT DOCUMENTS AND AS PRESCRIBED BY LAW, REGARDLESS OF WORDING OF WARRANTY. SECTION 01735 - SELECTIVE DEMOLITION A. GENERAL: ANY AND ALL DEMOLITION REQUIRED TO COMPLETE CONSTRUCTION FOR THIS PROJECT MUST BE CONSIDERED PART OF THIS CONTRACT AND SHALL BE EXECUTED IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS. THE CONSTRUCTION DOCUMENTS INDICATED EXISTING CONDITIONS, WALLS, AREAS TO REMAIN BUTTHE ARCHITECT DOES NOT CERTIFY THATALL DEMOLITION WORK IS INDICATED ON THE PLANS. ANY ITEMS INDICATED AS EXISTING, TO REMAIN, HAVE TO BE INSPECTED BY THE G.C. TO DETERMINE IF ANY OF THESE ITEMS CAN BE REUSED. AT THE END OF CONSTRUCTION, THE EXISTING WALLS, AREAS, ETC. SHOULD BE LIKE -NEW CONSTRUCTION. ALL REMOVED ITEMS SHALL BE REMOVED FROM THE PROJECT SITE AND LEGALLY DISPOSED OF. NO CONSTRUCTION MATERIALS ARE TO BE DISPOSED OF IN THE MALLTRASH RECEPTACLES OR DUMPSTERS WITHOUT LANDLORD'S PRIOR APPROVAL. REFER TO DEMOLITION PLAN NOTES. B. FOR REMODELED STORES ONLY: THE G.C. WILL BE HELD RESPONSIBLE FOR ANY DEVICES I.E. THERMOSTATS, ALARM, AUDIO SYSTEM COMPONENTS AND THE LIKE WHETHER OR NOT IT IS AFFECTED BY DEMOLITION WORK. THE G.C. SHALL CONTACT THE CONSTRUCTION PROJECT MANAGER BEFORE DISPOSING ANY OF THAT EQUIPMENT OR REPLACE THAT EQUIPMENT ATTHE G.C.'S EXPENSE. C. SCOPE: G.C. SHALL FURNISH EQUIPMENT AND PERFORM LABOR REQUIRED TO EXECUTE THIS WORK AS INDICATED ON THE DRAWINGS, AS SPECIFIED, AND AS NECESSARYTO COMPLETE THE CONTRACT, INCLUDING, BUT NOT LIMITED TO, THESE MAJOR ITEMS. 1. PROTECTION OF EXISTING WORK TO REMAIN. 2. REMOVE EXISTING CONSTRUCTION WHERE INDICATED ON THE DRAWINGS AND WHERE REQUIRED BY JOB CONDITIONS. 3. REMOVAL OF PARTITIONS, DOORS, FLOOR COVERINGS, AND CEILINGS. REMOVALAND CAPPING OF MECHANICAL AND ELECTRICAL FIXTURES AND SERVICES. DEBRIS REMOVAL AND DISPOSAL. 4. REMOVAL OR CORING OF PORTIONS OF THE EXISTING CONCRETE SLAB AS REQUIRED FOR SERVICE AND EQUIPMENT LINE INSTALLATION. PATCHING SHALL BE ACCEPTABLE TO THE POINT THAT THE FINISH WILL ACCEPT SCHEDULED FINISH MATERIAL WITH NO NOTICEABLE EFFECT OF AN ALTERATION HAVING BEEN MADE. 5. IF INDICATED BY THE CONSTRUCTION DOCUMENTS, REMOVAL OF EXISTING STOREFRONT, INCLUDING OVERHEAD ROLL -UP ENTRY GATE. D. GENERAL REQUIREMENTS. 1. THE G.C. AND ALL SUBCONTRACTORS SHALL BE FULLY RESPONSIBLE FOR THE ADEQUACY AND INSTALLATION OF ALL TEMPORARY SHORING SYSTEMS USED DURING THE DEMOLITION OF ALL STRUCTURAL ELEMENTS. 2. THE CONTRACT DOCUMENTS DO NOT NECESSARILY INDICATE THE FULL EXTENT OF THE WORK REQUIRED TO BE PERFORMED. G.C. SHALL INSPECT THE EXISTING CONSTRUCTION CAREFULLY TO DETERMINE THE FULL EXTENT O TO BE PERFORMED MS INVOLVED N F WORK AND THE PROBLE O EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF FAILURE TO ESTIMATE THE FULL EXTENT OF THE WORK OR FOR ANY CONTINGENCY ALLOWANCES. 3. ALL WORK SHALL BE PERFORMED BY SKILLED AND PROPERLY EQUIPPED PERSONNEL. REMOVAL OF ITEMS SCAFFOLD HIGH OR HIGHER SHALL BE LOWERED BY CONTROLLED METHODS, NOT BY THROWING OR DROPPING. PERFORM CUTTING AND STRIPPING SO THATTHE WORK TO REMAIN IS UNDAMAGED AND IN SUCH A MANNER THAT NEW WORK CAN BE PROPERLY CONNECTED. 4. UNFORESEEN CONDITIONS: INCLUDE IN THE BASE BID MISCELLANEOUS CUTTING AND PATCHING NECESSITATED AS A RESULT OF UNFORESEEN CONDITIONS AND THE REWORKING OF ABUTTING SURFACES AS REQUIRED TO MAKE NEW WORK JOIN AND MATCH EXISTING SURFACES TO REMAIN. NO EXTRA PAYMENTS BASED ON THE PLEA OF UNFORESEEN CONDITIONS WILL BE ALLOWED. 5. G.C. SHALL COORDINATE WITH THE LANDLORD ALL WORK THAT MAY EFFECT NORMAL DAILY OPERATIONS OF THE LANDLORD PREMISES AND COMPLY WITH ALL RESTRICTIONS THE LANDLORD MAY HAVE ON DEMOLITION AND/OR CONSTRUCTION SCHEDULES. COOPERATE FULLY TO THE END THAT CERTAIN FACILITIES AND SERVICES ARE MAINTAINED IN OPERATION UNTIL IMMEDIATELY BEFORE THEIR REMOVAL IS REQUIRED TO PERMIT INSTALLATION OF NEW WORK. 6. NOISE CONTROL: CARRY ONALL WORK IN A MANNER WHICHWILL PRODUCE THE LEAST AMOUNT OF NOISE. INSTRUCT ALL WORKERS IN NOISE CONTROL PROCEDURES. 7. G.C.. SHALL COORDINATE ALL WORK OUTSIDE TENANT'S SPACE AND IS LIABLE FOR ANY DAMAGE AND COSTINVOLVED:- - - - - E. PROTECTION OF PERSONNEL: ERECT SIGNS, BARRICADES AND SUCH OTHER FORMS OF WARNING AS MAY BE RE UIRED TO PREVENT P RSONNEL FROM PUTTING THE Q E MSELVES IN THE WAY OF INJURY. F. MECHANICAL, ELECTRICAL, AND PLUMBING. 1. SHALL CAREFULLY REVIEW PLANS AND DETERMINE LINES TO BE REMOVED AND THOSE TO BE KEPT ACTIVE OR TO BE REACTIVATED. PROTECT LINES TO REMAIN. PROVIDE FOR MINIMUM SERVICE INTERRUPTION OF LINES TO REMAIN. 2. REMOVE LINES COMPLETELY WHENEVER POSSIBLE. CUTAND CAP OR PLUG PER APPLICABLE REGULATORY REQUIREMENTS TO PREVENT ESCAPE OF GAS, LIQUID, ETC. BEHIND THE BACK OF THE FINISH MATERIAL. 3. REPAIR, REPLACE, OR MAKE GOOD, DAMAGE TO EXISTING CONSTRUCTION, WHICH OCCURS AS A RESULT OF REMOVAL OPERATIONS, AT NO ADDITIONAL COST TO THE TENANT, THE ARCHITECT OR THE LANDLORD. THESE REPAIRS SHALL INCLUDE ANY ROOF PATCHING REQUIRED DUE TO DEMOLITION AND SHALL BE COORDINATED WITH LANDLORD AND LANDLORD'S ROOFING CONTRACTOR. SECTION 01800 - SYSTEMS DEMONSTRATIONS A. SUMMARY: PROJECT INCLUDES SPECIAL FACILITY START-UP PROCESS TO BRING FACILITY TO FULLY OPERATIONAL STATE, FREE OF DEFICIENCIES, IN MOST EFFICIENTAND TIMELY MANNER ACHIEVABLE. ADJUST OPERATING PRODUCTS & EQUIPMENTS TO ENSURE PROPER PERFORMANCE AT TURN -OVER. DIVISION TWO: SITE CONSTRUCTION (NOT USED) DIVISION THREE: CONCRETE SECTION 03010 - CONCRETE A. WHEN THE CONCRETE FLOOR SLAB IS EXISTING, PREPARE THE SLAB TO RECEIVE FINISH AS INDICATED BY THE CONSTRUCTION DOCUMENTS. WHEN SLAB FLOOR IS TO BE EXECUTED AS PART OF THE CONTRACT, FOLLOW LANDLORD'S DIRECTIONS AND SPECIFICATIONS. SECTION 003015 - FLOOR SLAB MODIFICATIONS A. G.C. SHALL INSPECT THE EXISTING SLAB CONDITIONS TO DETERMINE THE AMOUNT OF CONCRETE FLOOR SLAB TO BE REMOVED AND REPLACED FOR INSTALLATION OF ELECTRICAL, MECHANICAL AND PLUMBING WORK AND STEEL COLUMNS FOR ENTRY GATE SUPPORT. ALL CONCRETE TRENCHING AND REFILLING, AS WELL AS ANY AND ALL PENETRATIONS OF THE SLAB, SHALL BE EXECUTED IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS. SECTION 03540 - CEMENTITIOUS UNDERLAYMENT A. GENERAL: PROVIDE POURED CEMENTITIOUS UNDERLAYMENT SYSTEM, NOT INTENDED AS FINISHED TRAFFIC SURFACE, INCLUDING ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. B. INSTALLER: FIRM WITH MINIMUM 5 YEARS SUCCESSFUL EXPERIENCE, REGULARLY ENGAGED IN INSTALLATION OF SPECIFIED MATERIALS, PROPERLY EQUIPPED AND ACCEPTABLE TO MANUFACTURER. C. SUBMITTALS: FURNISH MANUFACTURER'S LITERATURE. D, MANUFACTURER: ARDEX, INC./K-15; W.R.BONSALCO./SELF-LEVELING WEAR TOPPING. E. SYSTEM: POURABLE CEMENTITIOUS, HIGH -STRENGTH, FAST -SETTING, NON -SHRINK, SELF -LEVELING UNDERLAYMENT; MINIMUM 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, ASTM C349. F. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. DIVISION FOUR: MASONRY (NOT USED) DIVISION FIVE: METALS SECTION 05010 - STRUCTURAL METALS A. THE DESIGN, FABRICATION AND INSTALLATION OF ALL MISCELLANEOUS METAL LINTELS, SUPPORTS AND FRAMING REQUIRED FOR ALL STOREFRONTAND OTHER MISCELLANEOUS WORK SHALL BE THE SOLE RESPONSIBILITY OF THE G.C. UNLESS INCLUDED IN CONSTRUCTION DRAWINGS THAT HAVE BEEN PREPARED, STAMPED & SIGNED BY REGISTERED STRUCTURAL ENGINEER. SECTION 05500 - METAL FABRICATIONS A. GENERAL: PROVIDE MISCELLANEOUS METAL SHAPES AND FABRICATIONS AS REQUIRED AND NOT INCLUDED AS PART OF OTHER SECTIONS, WITH ANCHORS AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. B. SUBMITTALS: FURNISH SHOP DRAWINGS FOR CUSTOM FABRICATIONS, PRODUCT DATA FOR MANUFACTURED ITEMS; PROVIDE TEMPLATES FOR ANCHOR INSTALLATION BY OTHERS. C. STEEL SHAPES: ASTM A36 STEEL. D. GROUT: PROVIDE NON -SHRINK, NON-METALLIC, PRE -MIXED, FACTORY PACKAGED, NON -STAINING, NON -CORROSIVE NON-GASEOUS GROUT• TYPE SPECIFICALLY RECOMMENDED BY MANUFACTURER FOR APPLICATIONS INDICATED. E. FASTENERS AND ROUGH HARDWARE: TYPE REQUIRED FOR SPECIFIC USAGE; PROVIDE ZINC -COATED FASTENERS FOR EXTERIOR USE OR WHERE BUILT INTO EXTERIOR WALLS. F. WELDING MATERIALS: AWS D1.1, TYPE REQUIRED FOR MATERIALS BEING WELDED. G. PAINT: PROVIDE PRIMERS AS RECOMMENDED BY PAINT MANUFACTURERS FOR SUBSTRATES AND PAINT'S SPECIFIED IN SECTION 09900- PAINTING. 1. GALVANIZING REPAIR PAINT: HIGH ZINC -DUST CONTENT PAINT FOR REGALVANIZING WELDS IN GALVANIZED STEEL. H. FABRICATION: FABRICATE ITEMS WITH JOINTS NEATLY FITTED AND PROPERLY SECURED; GRIND EXPOSED WELDS CONTINUOUS, SMOOTH AND FLUSH WITH ADJACENT FINISHED SURFACES, AND EASE EXPOSED EDGES TO APPROXIMATE 1/32" UNIFORM RADIUS. 1. MAKE EXPOSED JOINTS FLUSH BUTT TYPE, HAIRLINE JOINTS WHERE MECHANICALLY FASTENED. 2. FIT AND SHOP ASSEMBLE IN LARGEST PRACTICAL SECTIONS FOR DELIVERY. 1. FINISHES: GALVANIZE AND PRIME PAINT EXTERIOR MISCELLANEOUS METAL, PRIME PAINT INTERIOR MISCELLANEOUS METAL; GALVANIZE COATING MINIMUM G90 COATING, GALVANIZED AFTER FABRICATION. 1. CLEAN SURFACES OF RUST, SCALE, GREASE AND FOREIGN MATTER PRIOR TO APPLYING GALVANIZED OR PAINTED FINISH. 1. INSTALLATION: INSTALL ITEMS SQUARE AND LEVEL, ACCURATELY FITTED AND FREE FROM DISTORTION OR DEFECTS DETRIMENTAL TO APPEARANCE OR PERFORMANCE; ENSURE ALIGNMENT WITH ADJACENT CONSTRUCTION; COORDINATE WITH RELATED WORK TO ENSURE NO INTERRUPTION IN INSTALLATION. 1. SUPPLY ITEMS REQUIRING TO BE CAST INTO OR EMBEDDED IN OTHER MATERIALS TO APPROPRIATE TRADES. 2. AFTER INSTALLATION, TOUCH-UP FIELD WELDS AND SCRATCHED AND DAMAGED SURFACES; USE PRIMER CONSISTENT WITH SHOP COAT OR RECOMMENDED FOR GALVANIZED SURFACES, AS APPLICABLE. SECTION 05700 - ORNAMENTAL METALS A. GENERAL: PROVIDE CUSTOM ORNAMENTAL METAL ITEMS AS INDICATED WITH ACCESSORIES AND ATTACHMENT DEVICES AS REQUIRED FOR COMPLETE, FINISHED INSTALLATION. B. ORNAMENTAL METAL ITEMS: 1. PROVIDE BREAK METAL SHAPES AS INDICATED ON DRAWINGS. C. SUBMITTALS: FURNISH PRODUCT DATA, SHOP DRAWINGS, AND SAMPLES OF EA. EXPOSED METAL FINISH. D. FABRICATOR: FIRM WITH MINIMUM FIVE YEARS SUCCESSFUL EXPERIENCE FABRICATING ORNAMENTAL METAL ITEMS SIMILAR TO THOSE REQUIRED FOR PROJECT. E. STAINLESS STEEL: ASTM A666, TYPE 302/304 CORROSION RESISTANT STAINLESS STEEL WITH NO.4 SATIN DIRECTIONAL FINISH. F. ALUMINUM: MINIMUM ASTM B209, 6061-T6 PLATE AND SHEET, ASTM B221, 6063-T6 EXTRUSIONS; SIZED FOR STRENGTH AND DURABILITY CONSISTENT WITH APPLICATION INVOLVED. 1. FINISH: PROVIDE FACTORY FORMULATED POLYESTER TGIC POWDER COATING MATERIALS INTENDED FOR POW DER COATING APPLICATION CUSTOM COLOR AS DIRECTED BY ARCHITECT. G. BRACKETS AND ANCHORS: UNEXPOSED PLATES, ANGLES AND SUPPORTS MAYBE STEEL; EXPOSED ITEMS TO MATCH ORNAMENTAL METAL TYPE AND FINISH. H. FASTENERS: TYPE REQUIRED FOR SPECIFIC USAGE; PROVIDE CONCEALED FASTENERS EXCEPT WHERE SPECIFICALLY APPROVED; WHERE EXPOSED MATCH TYPE AND FINISH OF METAL BEING FASTENED. 1. CONCEALED STEEL FASTENERS: HOT -DIPPED GALVANIZED MINIMUM G90 WHERE BUILT INTO EXTERIOR WALLS OR SUBJECTTO HIGH HUMIDITY. I. FABRICATION: FABRICATE COMPONENT CONNECTIONS TO SUPPORT SPECIFIED DESIGN LOADS. 1. SELECT MATERIALS FOR STRAIGHTNESS, FREE OF DEFECTS AND IRREGULARITIES. 2. EXPOSED -TO -VIEW SURFACES EXHIBITING PITTING, SEAM MARKS, ROLLER MARKS, "OIL CANNING," STAINS, DISCOLORATIONS, AND IMPERFECTIONS ON FINISHED UNITS ARE NOT ACCEPTABLE. 3. MAKE EXPOSED JOINTS FLUSH BUTT TYPE, HAIRLINE JOINTS WHERE MECHANICALLY FASTENED; PROVIDE CONCEALED CONNECTION DEVICES WITH HIDDEN FASTENERS. 4. SEPARATE DISSIMILAR MATERIALS WITH BITUMINOUS PAINT WHERE CONCEALED, WITH PREFORMED SEPARATORS, OR SIMILAR METHOD TO PREVENT CORROSION. J. INSTALLATION: INSTALL ORNAMENTAL METAL ITEMS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, INSTALLATION INSTRUCTIONS, AND APPROVED SHOP DRAWINGS. 1. INSTALL PLUMB, TRUE AND IN CORRECT RELATION TO ADJACENT WORK, FREE FROM DISTORTION OR DEFECTS DETRIMENTAL TO APPEARANCE AND PERFORMANCE. 2. PRIOR TO SECURING CONTINUOUS ITEMS, ADJUST TO ENSURE PROPER MATCHING AT BUTT JOINTS AND CORRECT ALIGNMENT THROUGHOUT THEIR LENGTH. 3. REPAIR OR REPLACE ITEMS DAMAGED OR MARRED DURING CONSTRUCTION. DIVISION SIX: WOOD AND PLASTICS SECTION 06105 - MISCELLANEOUS ROUGH CARPENTRY A. GENERAL: PROVIDE MISCELLANEOUS BLOCKING AND PLYWOOD. ALL WOOD FRAMEWORK, WOOD BLOCKING AND PLYWOOD CONSTRUCTION SHALL BE FIRE RETARDANT TREATED AS REQUIRED BY APPLICABLE CODES AND LANDLORD REQUIREMENTS. B. STANDARDS: COMPLY WITH REQUIREMENTS OF AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC), AMERICAN PLYWOOD ASSOCIATION (APA), AND APPLICABLE CODE REQUIREMENTS. C. BLOCKING: PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION OF SHELVING, EQUIPMENT, ACCESSORIES, FIXTURES, AND FINISH HARDWARE OR OTHER HEAVY ITEMS ON WALLS. COMPLY WITH PS 20; GRADED BY AN AGENCY CERTIFIED BY NATIONAL FOREST PRODUCTS ASSOCIATION (NFPA) AND OF TYPE RECOMMENDED FOR APPLICATION INVOLVED; DOUGLAS FIR OR SOUTHERN PINE; MINIMUM CONSTRUCTION GRADE S-DRY. D. PLYWOOD: PROVIDE MINIMUM APA C-D EXTERIOR (CDX) PLYWOOD; STRESS RATED WHERE SPANNING SUPPORTING MEMBERS; FIRE RETARDANT TREATED; MINIMUM 3/4" THICK UNLESS OTHERWISE INDICATED. 1. PLYWOOD STANDARD: COMPLY WITH P51(ANSI A199.1). 2. PLYWOOD PANEL BOARDS: PROVIDE PANEL BOARDS FOR ELECTRICAL AND COMMUNICATION PANEL BOARDS; APA C-D PLUGGED, INTERIOR TYPE PLYWOOD WITH EXTERIOR GLUE, FIRE RETARDANT TREATED; MINIMUM 1/2" THICK. E. TREATED WOOD: PRESSURE TREAT WOOD IN CONTACT WITH CONCRETE AND WITH ROOFING; FIRE TREAT WOOD CONCEALED IN INTERIOR; FIRE TREAT BLOCKING AT ROOFING WHERE REQUIRED BY APPLICABLE AUTHORITIES. 1. PRESSURE TREATED: WATER -BORNE PRESERVATIVES FOR ABOVE GROUND USE CONFORMING TO AWPA C2 AND C9. 2. FIRE TREATED: CONFORM TO AWPA C20 AND C27, INTERIOR TYPE A AT INTERIOR APPLICATIONS; PASS ASTM D2898 RAIN TEST WHERE AT EXTERIOR WALLS AND ROOF; IDENTIFY WITH FRTW. 3. KILN -DRY TREATED WOOD TO 19 % MOISTURE CONTENT AND DISCARD WARPED AND DAMAGED PIECES. F. FASTENERS: PROVIDE FASTENERS AS REQUIRED FOR COMPLETE, SECURE INSTALLATION OF MISCELLANEOUS ROUGH CARPENTRY; GALVANIZED AT EXTERIOR LOCATIONS AND PRESSURE TREATED WOOD; SIZE AND TYPE TO SUIT APPLICATION; PROVIDE WASHERS FOR NUTS AND BOLTS. G. INSTALLATION: COMPLY WITH REFERENCED STANDARDS AND APPLICABLE CODE REQUIREMENTS. 1. PLYWOOD: COMPLY WITH RECOMMENDATIONS OF AMERICAN PLYWOOD ASSOCIATION (APA) FOR FABRICATION AND INSTALLATION OF PLYWOOD WORK. 2. PLACE MISCELLANEOUS ROUGH CARPENTRY TRUE TO LINES AND LEVELS. 3. CORRELATE LOCATION SO ATTACHED: WORK WILL COMPLY WITH DESIGN REQUIREMENTS AND BE PROPERLY LOCATED. 4. CONSTRUCT MEMBERS OF CONTINUOUS PIECES OF LONGEST POSSIBLE LENGTHS. 5. FIT CARPENTRY WORK TO OTHER WORK; SCRIBE AND COPE AS REQUIRED FOR ACCURATE FIT. 6. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATES BY ANCHORING AND FASTENING AS REQUIRED BY RECOGNIZED STANDARDS. 7. PROVIDE WASHERS UNDER BOLT HEADS AND NUTS IN CONTACT WITH WOOD. SECTION 06200 - FINISH CARPENTRY A. GENERAL: PROVIDE WOOD TRIM, WOOD SHELVING, AND ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. STANDARDS: CONFORM TO ARCHITECTURAL WOODWORK INSTITUTE (AWI)/QUALITY STANDARDS OR WOODWORK INSTITUTE OF CALIFORNIA (WIC) "MANUAL OF MILLWORK" STANDARDS; MINIMUM WIC/CUSTOM GRADE. THE WOOD SHALL BE STRAIGHT AND FREE OF BLEMISHES AND OF SUFFICIENT LENGTH TO PERMITA MINIMUM NUMBER OF JOINTS. CONDITION WOODWORK TO PREVAILING HUMIDITY CONDITIONS IN INSTALLATION AREAS PRIOR TO INSTALLING. C. SUBMITTALS: FURNISH PRODUCT DATA FOR MANUFACTURED ITEMS, SHOP DRAWINGS FOR CUSTOM ITEMS, SAMPLES OF EACH EXPOSED FINISH. D. CERTIFICATION: CERTIFICATION WILL NOT BE REQUIRED. E. DELIVERY, STORAGE AND HANDLING: COMPLY WITH AWI OR WIC STANDARDS AND MANUFACTURE RECOMMENDATIONS. F. WOOD TRIM: PREMIUM GRADE FOR OPAQUE PAINT FINISH; WHITE BIRCH OR POPLAR UNLESS OTHERWISE INDICATED. G. WOOD SHELVING: AWI OR WIC/CUSTOM GRADE, PARTICLE BOARD, OR HARDWOOD -EDGED PLYWOOD. H. ANCHORS, NAILS AND SCREWS: SELECTTHE MATERIAL, TYPE, SIZE AND FINISH REQUIRED BY EACH SUBSTRATE FOR SECURE ANCHORAGE; PROVIDE TOOTHED STEEL OR LEAD EXPANSION BOLTSCREWS FOR DRILLED -IN -PLACE ANCHORS. 1. WOOD FILLER: COLOR TO MATCH WOOD BEING FILLED. 1. FABRICATION: FABRICATE FINISH CARPENTRY ITEMS IN ACCORDANCE WITH SPECIFIED QUALITY STANDARD. K. INSTALLATION: INSTALL WOODWORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS, SHIM AS REQUIRED USING CONCEALED SHIMS. INSTALL TO A TOLERANCE OF 1/8" IN V-0" FOR PLUMB AND LEVEL AND WITH NO VARIATIONS IN FLUSHNESS OF ADJOINING SURFACES. ATTACH WOODWORK TO ANCHORS, OR BUILT IN BLOCKING, OR DIRECTLY TO SUITABLE SUBSTRATE. SECURE WITH CONCEALED FASTENERS. L. PREPARATION FOR FIELD FINISHING: SAND WORK SMOOTH AND SET EXPOSED NAILS AND SCREWS; APPLY WOOD FILLER IN EXPOSED NAIL AND SCREW INDENTATIONS AND LEAVE READY TO RECEIVE SITE -APPLIED FINISHES. 1. SEAL CONCEALED AND SEMI -CONCEALED SURFACES; BRUSH APPLY ONLY, USING PRIMER CONSISTENT WITH FINISH COATS SPECIFIED UNDER SECTION 09900 - PAINTS AND COATINGS. SECTION 06400 - ARCHITECTURAL WOODWORK A. GENERAL: INSTALL OWNER FURNISHED CASEWORK AND COUNTERTOPS AND WOOD PANELING INDICATED TO BE OWNER FURNISHED; PROVIDE WOOD PANELING NOT INDICATED AS OWNER FURNISHED, AND PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. STANDARDS: CONFORM TO ARCHITECTURAL WOODWORK INSTITUTE (AWI)/QUALITY STANDARDS OR WOODWORK INSTITUTE OF CALIFORNIA (WIC) "MANUALOF MILLWORK" STANDARDS; MINIMUM PREMIUM GRADE. C. SUBMITTALS: FURNISH PRODUCT DATA FOR CONTRACTOR FURNISHED ACCESSORIES INCLUDING SAMPLES OF EXPOSED MATERIALS. D. STORAGE AND HANDLING: COMPLY WITH MANUFACTURER RECOMMENDATIONS. E. ACCESSORIES: PROVIDE AS INDICATED AND AS REQUIRED TO INSTALL ARCHITECTURAL WOODWORK AS INDICATED; COORDINATE ACCESSORIES REQUIRED FOR INSTALLATION OF OWNER FURNISHED ARCHITECTURAL WOODWORK NOT FURNISHED WITH ARCHITECTURAL WOODWORK. F. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND REFERENCED STANDARDS. TAKE SPECIAL CARE COORDINATING INSTALLATION OF OWNER FURNISHED ARCHITECTURAL WOODWORK WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. 1. INSTALL WORK CONSISTENT WITH SPECIFIED QUALITY GRADE, PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. 2. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISHED WORK. 3. ENSURE MECHANICAL AND ELECTRICAL ITEMS AFFECTING ARCHITECTURAL WOODWORK ARE PROPERLY PLACED, COMPLETE, AND HAVE BEEN INSPECTED PRIOR TO COMMENCEMENT OF INSTALLATION. 4. SECURE WORK TO GROUNDS, STRIPPING AND BLOCKING WITH COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING AS REQUIRED FOR A COMPLETE INSTALLATION. 5. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISHED WORK. 6. ATTACH ARCHITECTURAL WOODWORK SECURELY IN PLACE WITH UNIFORM JOINTS PROVIDING FOR THERMAL AND BUILDING MOVEMENTS. 7. ACCEPTABLE TOLERANCES: a. VARIATION FROM TRUE POSITION: MAXIMUM 1/16" AT ANY POSITION AND MAXIMUM 1/8" IN ANY 10'-O" LENGTH. b. ADJOINING SURFACES OF SAME MATERIAL: NO VARIATION PERMITTED, SECTION 06410 - HARDWARE A. HARDWARE SHALL BE OF THE TYPE FINISH AND MANUFACTURER INDICATED. MA ACTURER'S NUF CATALOG NUMBERS ARE INTENDED TO INDICATE THE QUALITY REQUIRED AS SCHEDULED IN THE DRAWINGS. NO OTHERS SHALL BE ACCEPTABLE. B. FURNISH HARDWARE TEMPLATES IN A TIMELY MANNER TO THE VARIOUS AFFECTED TRADES FOR COORDINATION OF THEIR WORK. DIVISION SEVEN: THERMALAND MOISTURE PROTECTION SECTION 07210 - INSULATION A. GENERAL: PROVIDE THERMAL INSULATION WITH ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. 1. INSULATION INTEGRAL WITH ROOFING REPAIRS IS PROVIDED WITH ROOFING, AND ACOUSTICAL INSULATION IS PROVIDED WITH GYPSUM BOARD ASSEMBLIES. B. THERMAL BATT INSULATION: OWENS CORNING/FS-25, USG/THERMAFIBER FS25, OR JOHNS MANVILLE/FSK-25; FOIL FACED VAPOR RETARDER FACED, VAPOR RETARDER TOWARD INSIDE. 1. THICKNESS/R-VALUE: AS INDICATED ON DRAWINGS. C. ACCESSORIES: PROVIDE TAPE OR PENETRATION ANCHORS WHERE REQUIRED TO ENSURE PERMANENT INSTALLATION. D. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS. SECTION 07560 - ROOF REPAIRS A. GENERAL: REPAIR EXISTING ROOFING SYSTEM AS REQUIRED FOR NEW CONSTRUCTION, WITH COMPONENTS AND ACCESSORIES AS REQUIRED FOR COMPLETE WEATHERTIGHT INSTALLATION. G.C. TO USE LANDLORD'S ROOFING CONTRACTOR. B. STANDARDS: CONFORM TO NATIONAL ROOFING CONTRACTOR'S ASSOCIATION ROOFING AND WATERPROOFING MANUAL, CURRENT EDITION. C. WARRANTY: PROVIDE FOR CORRECTING FAILURE OF ROOF REPAIRS TO RESIST PENETRATION OF WATER AND DAMAGE FROM WIND; WARRANTY PERIOD TO BE THE GREATER OF TWO YEARS OR AS REQUIRED BY LANDLORD. D. ROOFING SYSTEM: MATCH EXISTING, NO SUBSTITUTIONS PERMITTED; PROVIDE MATERIALS CAPABLE OF MAINTAINING EXISTING WARRANTIES, CONFORM TO REQUIREMENTS OF NRCA ROOFING MANUAL. 1. SYSTEM: PROVIDE COMPLETE SYSTEM WITH ACCESSORIES AS REQUIRED FOR REPAIRS, INCLUDING INSULATION WHERE EXISTING ROOFING IS INSULATED. E. ROOF SYSTEM REPAIRS: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND NRCA RECOMMENDATIONS FOR ROOF TYPE SPECIFIED. 1. REMOVE EXISTING ROOFING AS REQUIRED FOR PROJECT; REMOVE ONLY AS MUCH ROOFING AS CAN BE REPLACED IN SAME DAY UNLESS OTHERWISE APPROVED IN ADVANCE BY ARCHITECT. 2. INSPECT SUBSTRATES AND ROOF DECK TO ENSURE SUBSTRATES & DECK ARE CLEAN & SMOOTH, FREE OF DEPRESSIONS, WAVES OR PROJECTIONS, & ARE PROPERLY SLOPED TO DRAINS, VALLEY, OR EAVES. 3. INSULATION APPLICATION: ATTACH INSULATION IN ACCORDANCE WITH INSULATION MANUFACTURER'S INSTRUCTIONS AND NRCA RECOMMENDATIONS FOR INSTALLATION OF INSULATION ON DECK INVOLVED. 4. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF COMPOSITION TYPE BASE, WALL AND FIELD FLASHINGS. 5. COORDINATE METAL FLASHINGS AND COUNTERFLASHING. 6. COORDINATE INSTALLATION OF ROOF DRAINS AND RELATED FLASHINGS. 7. MOP IN AND SEAL FLASHINGS AND FLANGES OF ITEMS PROJECTING THROUGH MEMBRANE. F. MAINTAIN ANY EXISTING ROOFING SYSTEM WARRANTIES. SECTION 07600 - FLASHING AND SHEET METAL A. GENERAL: PROVIDE FLASHING AND SHEET METAL, REGLETS, AND ACCESSORIES AS REQUIRED FOR ROOF REPAIRS AS REQUIRED FOR COMPLETE, WEATHERTIGHT INSTALLATION. B. STANDARDS: CONFORM TO SMACNA "ARCHITECTURAL SHEET METAL MANUAL" REQUIREMENTS FOR FLASHING AND SHEET METAL. C. DESIGN REQUIREMENTS: ALLOW FOR MOVEMENT OF COMPONENTS WITHOUT CAUSING BUCKLING, FAILURE OFJOINTSEALS, UNDUE STRESS ON FASTENERS OR OTHER DETRIMENTAL EFFECTS, WHEN SUBJECT TO 100 YEAR SEASONAL TEMPERATURE RANGES. D. SUBMITTALS: FURNISH PRODUCT DATA FOR MANUFACTURED PRODUCTS. E. WARRANTY: CORRECT FAILURE OF METAL FLASHING SYSTEM TO RESIST PENETRATION OF WATER AND DAMAGE FROM WIND; WARRANTY PERIOD TWO YEARS. F. FLASHING AND SHEET METAL: MATCH EXISTING, BUT NOT LESS THAN FOLLOWING: 1. GALVANIZED METAL FLASHING: ASTM A526 GALVANIZED STEEL WITH MINIMUM 0.02 COPPER, AND WITH MINIMUM G90 GALVANIZED COATING; MINIMUM 24 GAGE. 2. PREFINISHED METAL FLASHING: 24 GAGE GALVANIZED STEEL WITH FACTORY FINISHED KYNAR 500TYPE FLUOROPOLYMER COATING AND STRIPPABLE PROTECTIVE FILM; COLOR AS SELECTED FROM MANUFACTURER'S FULL RANGE OF COLORS. 3. ALUMINUM FLASHING: ASTM 8209, ALLOY AS REQUIRED TO MATCH FINISH SPECIFIED FOR OTHER ALUMINUM COMPONENTS; THICKNESS MINIMUM 0.050" AT FLASHINGS. 4. STAINLESS STEEL SHEET METAL: ASTM A666, 2D ANNEALED FINISH, SOFTTEMPER EXCEPT WHERE HARDER TEMPER IS REQUIRED FOR FORMING OR PERFORMANCE; 0.015" (28 GAGE) TYPICAL. 5. COPPER SHEET METAL: ASTM 8370, COLD ROLLED 16 OZ. (0.0216") THICK; SOFTTEMPER WHERE REQUIRED FOR FORMING. G. REGLETS: FRY/SPRINGLOK OR MM SYSTEMS/SNAP-TITE REGLETS; FABRICATE OF SAME METAL AS ADJACENT FLASHING AND SHEET METAL. H. METAL TO METAL SEALANT: BUTYL TYPE; NON -STAINING, NON -CORROSIVE, NON -SHRINKING, NON -SAGGING, ULTRA -VIOLET AND OZONE RESISTANT. 1. INSTALLATION: COMPLY WITH SMACNA MANUAL. 1. INSTALL METAL FLASHING AND SHEET METAL IN ACCORDANCE WITH SMACNA ARCHITECTURAL SHEET METAL MANUAL; TIGHT IN PLACE, WITH CORNERS SQUARE, SURFACES TRUE AND STRAIGHT IN PLANES, AND LINES ACCURATE TO PROFILES A D S INDICATED ON RAWINGS. 2. INSTALL SEALANTS WHERE RE UIRED TOP ENT DIRECT WEA HER PENETRATION. Q REV T 3. COMPLETED INSTALLATION SHALL BE FREE OF RATTLES, NOISE DUE TO THERMAL AND AIR MOVEMENT, AND WIND WHISTLES. SECTION 07810 - PATCHING EXISTING FIREPROOFING A. GENERAL: PATCH EXISTING FIREPROOFING AS REQUIRED BY APPLICABLE CODES FOR CONSTRUCTION TYPE; NO ASBESTOS PERMITTED. B. DESIGN REQUIREMENTS: PROVIDE MATERIALS CAPABLE OF ATTAINING FIRE RATINGS AS REQUIRED FOR TYPE 1, FIRE RESISTIVE CONSTRUCTION. C. PERFORMANCE REQUIREMENTS: PROVIDE MATERIALS LISTED BY UL OR INDEPENDENT TESTING AND INSPECTION AGENCY ACCEPTABLE TO APPLICABLE AUTHORITIES. 1. FIRERESISTANCE RATINGS: COMPLY WITH REQUIRED RATINGS BASED ON TESTS IN ACCORDANCE WITH ASTM E119. 2. SURFACE BURNING CHARACTERISTICS: MAXIMUM 25 FLAME SPREAD AND 25 SMOKE DENSITY WHEN TESTED IN ACCORDANCE WITH ASTM E84. D. CERTIFICATE:SUBMITMANUFACTURERCERTIFICATIONINDICATINGAPPLICATORACCEPTABILITYAND MATERIAL COMPLIANCE WITH APPLICABLE CODES AND CONTRACT DOCUMENTS. 1. CERTIFICATION SHALL INDICATE NEW MATERIALS USED TO PATCH EXISTING FIREPROOFED MEMBERS AT NEW AND EXISTING WORK ARE COMPATIBLE WITH EXISTING FIREPROOFINGMATERIALSAND MEET ALL PERFORMANCE REQUIREMENTS. E. UALIFICATION 1 M ACCEPTABL O MANUFA Q OF APPLICATOR. F R E T CTURER OF FIREPROOFING MATERIALS, WITH MINIMUM FIVE YEARS SUCCESSFUL EXPERIENCE ON PROJECTS OF SIMILAR SCOPE. F. MANUFACTURERS/PRODUCTS: MATCH EXISTING BUT NOT LESS THAN W.R. GRACE/MONOKOTE OR ALBI MANUFACTURING DIVISION STANCHEM/DURASPRAY. G. INSTALLATION: INSTALL IN ACCORDANCE MANUFACTURER RECOMMENDATIONS AND FIRE TEST RESULTS AS REQUIRED TO PROVIDE REQUIRED FIRE RATINGS. 1. PROTECT ADJACENT SURFACES AND EQUIPMENT FROM DAMAGE BY OVERSPRAY, FALLOUT, AND DUSTING; MASK ADJACENT WORK AS REQUIRED. CLOSE OFF AND SEAL DUCT WORK IN AREAS WHERE FIREPROOFING IS BEING APPLIED. 2. CLEAN SUBSTRATE OF DIRT, DUST, GREASE, OIL, LOOSE MATERIAL, PAINTS, PRIMERS, AND OTHER MATTER WHICH AFFECTS BOND OF SPRAYED FIREPROOFING. 3. APPLY FIREPROOFING IN SUFFICIENT THICKNESS AND DENSITY TO ACHIEVE REQUIRED FIRE RATINGS. 4. APPLY FIREPROOFING OVER SUBSTRATE, BUILDING TO REQUIRED THICKNESS WITH AS MANY PASSES OR STAGES NECESSARY TO COVER WITH MONOLITHIC BLANKET OF UNIFORM DENSITY AND TEXTURE. SECTION 07840 - FIRESTOPPING A. GENERAL: PROVIDE PENETRATION -TYPE FIRESTOPPING FOR TIME -RATED FLOOR, WALL, AND PARTITION ASSEMBLIES CAPABLE OF PREVENTING PASSAGE OF FLAME, SMOKE AND HOT GASES. B. CODES: CONFORM TO APPLICABLE CODE REQUIREMENTS FOR BOTH F AND T RATINGS. C. STANDARDS: PASS ASTM E814 THROUGH -PENETRATION FIRE STOPS, ASTM E119 FIRE TESTS AND ASTM E84 FLAME SPREAD/SMOKE CONTRIBUTION MAXIMUM 25/25. D. MANUFACTURERS: 3M/FIRE BARRIER, STI/SPECSEAL OR PENSIL, OR HILTI/FIRESTOP SYSTEMS. E. GENERAL: CHOOSE PRODUCTS AND METHODS MEETING APPLICABLE CODES AND SPECIFICATION REQUIREMENTS FOR EACH FIRESTOPPING APPLICATION, SUBJECTTO ARCHITECT'S ACCEPTANCE. F. FIRESTOPPING MATERIALS: FURNISH MATERIALS FOR PENETRATIONS IN TIME -RATED FLOOR, WALL, AND PARTITION ASSEMBLIES CAPABLE OF PREVENTING PASSAGE OF FLAME, SMOKE, AND HOT GASES. 1. PENETRATION TEST: FURNISH MATERIALS PASSING ASTM E814 FOR PENETRATION FIRE STOPPING INDICATING MAINTENANCE OF TIME -RATED ADJACENT ASSEMBLIES. 2. FIRESTOPPING: MAINTAIN FIRE RATING OF ASSEMBLY IN WHICH FIRESTOPPING IS INSTALLED, SUCH AS FLOOR, PARTITION, OR WALL, IN ACCORDANCE WITH ASTM E119 TESTS. G. INSTALLATION: INSTALL IN ACCORDANCE MANUFACTURER RECOMMENDATIONS AND FIRE TEST RESULTS AS REQUIRED TO PROVIDE REQUIRED FIRE RATINGS. 1. FIELD INSPECTIONS: MAINTAIN COPY OF MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS AT EACH WORK AREA. SECTION 07900-JOINT SEALERS A. GENERAL: PROVIDE EXTERIOR & INTERIOR JOINT SEALERS NOT PROVIDED ELSEWHERE; TYPE SUITABLE FOR APPLICATION INDICATED WITH ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. B. INSTALLER QUALIFICATIONS: FIRM WITH MINIMUM FIVE YEAR'S SUCCESSFUL EXPERIENCE ON PROJECTS OF SIMILAR TYPE AND SIZE, USING SPECIFIED PRODUCTS. C. SUBMITTALS: FURNISH PRODUCT DATA & SAMPLES OF EXPOSED JOINT SEALERS IN REQUIRED COLORS. D. WARRANTY: REPAIR OR REPLACE JOINT SEALERS WHICH FAIL TO PERFORM AS INTENDED, BECAUSE OF LEAKING, CRUMBLING, HARDENING, SHRINKAGE, BLEEDING, SAGGING, STAINING AND LOSS OF ADHESION; WARRANTY PERIOD TWO YEARS. E. EXTERIOR NON -TRAFFIC JOINTS: GE/SILPRUF, DOW/790-795, OR PECORA/854, LOW MODULUS SILICONE SEALANT. F. TRAFFIC BEARING JOINTS: MAMECO/VULKEM 245, OR PECORA/NR-200 UREXPAN, MULTI -COMPONENT POLYURETHANE, SELF -LEVELING JOINT SEALER. G. MILDEW -RESISTANT SANITARY SEALANTS:GE/SANITARYSEALANT,DOW/BATHTUBCAULK,OR PECORA/863 #345 WHITE; PROVIDE AT INTERIOR AREAS WHERE SEALANT WILL BE EXPOSED TO WATER. H. GENERAL INTERIOR JOINT SEALER: PECORA/AC-20OR SONNEBORN/SONOLAC, ACRYLIC OR LATEX EMULSION. I. MISCELLANEOUS MATERIALS: PRIMERS, SEALERS, JOINT CLEANERS, BOND BREAKER TAPE, & SEALANT BACKER RODS AS RECOMMENDED BY SEALANT MANUFACTURER FOR APPLICATIONS INDICATED. 1. OVERSIZE BACKER ROD MINIMUM 30 %TO 50 % OF JOINT OPENING. J. COLORS: AS INDICATED OR AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS. K. PREPARATION: CLEANJOINT SURFACES IMMEDIATELY BEFORE INSTALLATION OF JOINT SEALER, AND PRIME OR SEAL JOINT SURFACES AS RECOMMENDED BY MANUFACTURER. L. INSTALLATION: COMPLY WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND ASTM C1193. 1. EMPLOY INSTALLATION TECHNIQUES WHICH WILL ENSURE JOINT SEALERS ARE DEPOSITED IN UNIFORM, CONTINUOUS RIBBONS WITHOUT GAPS OR AIR POCKETS, WITH COMPLETE "WETTING" OF BOND SURFACES. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2019 RECEIVED CITY OF TUKWILA NAY 30 2019 PERMIT CENTER MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 T r J " 51�5 h A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-da nie ls.com CONSULTANTS: SEAL/SIGNATURE - STERED REGI ARCHITEC T DREWR.MAGMUS `i �^BTATEOFWAS Hlt-t- t + �' STORE #: 04'7 PROJECT: M®RPHE WESTFIELD SOLITHCENTER SPACE# 1530 637 SOUTHCENTER MALL TU KW ILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM /1BQ/ DRM ISSUES AND REVISIONS: 100%CHECKSET 05.16.2019 LL/PERMIT/BID 05,23.2019 SHEET TITLE: SPECIFICATIONS j 1 �M DIVISION EIGHT: DOORS AND WINDOWS SECTION 08110- STEEL DOORS AND FRAMES A. GENERAL: PROVIDE STEEL DOORS AND FRAMES AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION; COORDINATE WITH SECTION 08700- HARDWARE. B. STANDARDS: COMPLY WITH STEEL DOOR INSTITUTE "STANDARD STEEL DOORS AND FRAMES" OR NAAMM HOLLOW METAL MANUFACTURERS ASSOCIATION "HOLLOW METAL MANUAL." 1. FIRE RATED STANDARDS: FURNISH MATERIALS TESTED, LABELED AND INSPECTED BY UL, WARNOCK HERSEY, OR TESTING AGENCY ACCEPTABLE TO APPLICABLE AUTHORITIES. C. SUBMITTALS: SUBMIT PRODUCT DATA. D. MANUFACTURERS: AMWELD, CECO, OR PIONEER. E. HOLLOW METAL DOORS: FLUSH HOLLOW METAL DOORS FULL FLUSH TYPE; SDI MODEL 1, NAAMM TYPE B FULL FLUSH WITH UNFILLED EDGE; CLOSE TOP AT EXTERIOR DOORS. 1. CORE: PROVIDE STEEL STIFFENED CORE; INSULATED AT EXTERIOR DOORS. 2. GAGE: PROVIDE MINIMUM 18 GAGE AT INTERIOR DOORS, MINIMUM 16 GAGE AT EXTERIOR DOORS. F. PRESSED STEEL (HOLLOW METAL) FRAMES: MINIMUM 16 GAGE KNOCK -DOWN (FIELD -ASSEMBLED) FRAMES. KNOCK DOWN FRAMES ONLY ACCEPTABLE FOR INSTALLATION WITHIN EXISTING CONSTRUCTION. G. FIRE RATED UNITS: CONFORM TO NFPA 80; PROVIDE UL OR WARNOCK HERSEY LABELED DOORS AND FRAMES AS REQUIRED. H. ACCESSORIES: PROVIDE DOOR SILENCERS, ANCHORS, AND ACCESSORIES. I. FABRICATION: CONFORM TO REQUIREMENTS OF SDI OR NAAMM. 1. DOOR SILENCERS: PLACE MINIMUM THREE SINGLE BUMPERS ON SINGLE DOOR FRAMES; SPACE EQUALLY ALONG STRIKEJAMBS; PLACE TWO SINGLE BUMPERS ON DOUBLE DOOR FRAME HEADS. J. FINISH: PRIME PAINT INTERIOR UNITS, GALVANIZE AND PRIME PAINT EXTERIOR UNITS; MINIMUM A60 GALVANIZING; CLEAN, DEGREASE AND FACTORY PRIME PAINT. K. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS & SDI OR NAAMM STANDARDS. 1. INSTALL FIRE RATED UNITS IN CONFORMANCE WITH FIRE LABEL REQUIREMENTS AND NFPA 80. 2. INSTALL DOORS & FRAMES PLUMB & SQUARE, & WITH MAXIMUM DIAGONAL DISTORTION OF 1/16". SECTION 08310 - ACCESS DOORS AND PANELS A. GENERAL: PROVIDE ACCESS DOORS AS REQUIRED FOR ACCESS TO VALVES AND CONTROLS LOCATED BEHIND FINISHED WALLS AND CEILINGS NOT OTHERWISE ACCESSIBLE, WITH ACCESSORIES FOR COMPLETE INSTALLATION. 1. COORDINATE WITH VARIOUS TRADES FOR CONTROLS AND VALVES WHICH MAY BE CONCEALED. 2. G.C. SHALL PROVIDE AND INSTALL ACCESS PANELS AS REQUIRED BY LANDLORD, APPLICABLE REGULATORY REQUIREMENTS, AND SITE CONDITIONS (COORDINATE SIZE REQUIREMENTS, NUMBER OF PANELS REQUIRED AND LOCATIONS WITH LANDLORD AND ALL MECHANICAL/ ELECTRICAL / PLUMBING TRADES). 3. ACCESS PANELS AT CEILING SHALL BE FLUSH TYPE (NO EXPOSED FLANGES) STYLE "TR-AC" AS MANUFACTURED BY: WIND -LOCK (SIZE AS REQUIRED). 4. ACCESS PANELS AT WALLS SHALL BE FLUSH TYPE (NO EXPOSED FLANGES) STYLE "TR-HAP" AS MANUFACTURED BY: WIND -LOCK (SIZE AS REQUIRED). 5. PANELS TO BE FACTORY PRIMED (WHITE) READY TO RECEIVE FINAL FINISH (PAINT) BY G.C. B. SUBMITTALS: FURNISH PRODUCT DATA FOR EACH TYPE OF ACCESS DOOR AND PANEL C. MANUFACTURERS: WIND -LOCK, MILCOR, J.L INDUSTRIES, OR KARP. D. TYPE: FLUSH TYPE AT NON FIRE RATED CONSTRUCTION, STANDARD UL APPROVED FRAMED TYPE AT FIRE RATED CONSTRUCTION; KEY OPERATED. 1. FRAMES: FABRICATE FROM MINIMUM 16 GAGE, 2. DOORS: FLUSH PANEL TYPE, FABRICATE FROM MINIMUM 14 GAGE STEEL. 3. HINGE: PROVIDE CONTINUOUS PIANO TYPE HINGE. 4. FINISH: FINISH WITH MANUFACTURER'S FACTORY -APPLIED ENAMEL PRIME COAT APPLIED OVER PHOSPHATE COATING ON STEEL. E. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE REQUIREMENTS FOR FIRE RATINGS. 1. SET FRAMES ACCURATELY IN POSITION AND SECURELY ATTACH TO SUPPORTS WITH FACE PANELS PLUMB OR LEVEL IN RELATION TO ADJACENT FINISH SURFACES. 2. ADJUST HARDWARE AND DOORS AFTER INSTALLATION FOR PROPER OPERATION. 3. REMOVE AND REPLACE DOORS OR FRAMES WHICH ARE WARPED, BOWED OR OTHERWISE DAMAGED. SECTION 08410 -ALUMINUM FRAMED STOREFRONTS A. GENERAL: PROVIDE EXTRUDED ALUMINUM ENTRANCE SYSTEM WITH DOORS, FRAMES, HARDWARE, AND ACCESSORIES AS REQUIRED FOR COMPLETE WEATHERTIGHT INSTALLATION. B. STANDARDS: COMPLY WITH ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOCIATION (AAMA) "ALUMINUM STORE FRONT AND ENTRANCE MANUAL." C. CODES AND REGULATIONS: COMPLY WITH APPLICABLE CODES AND REGULATIONS. D. SUBMITTALS: FURNISH MANUFACTURER'S LITERATURE, SHOP DRAWINGS, AND SAMPLES. E. STRUCTURAL CERTIFICATES: PROVIDE CERTIFICATION BY STATE REGISTERED ENGINEER INDICATING SYSTEM COMPLIES WITH CONTRACT DOCUMENTS AND APPLICABLE CODES. F. SPECIAL PROJECT WARRANTY: PROVIDE FOR CORRECTING FAILURES INCLUDING WIND DAMAGE AND WATER PENETRATION TO INTERIOR SURFACES, EXCESSIVE DEFLECTIONS, AND DETERIORATION OF FINISHES, WEATHERSTRIPPING AND ACCESSORIES. SPECIAL WARRANTY PERIOD TWO YEARS. G. MANUFACTURER: AS INDICATED ON DRAWINGS.. H. STOREFRONT: E ALUMINUM EXTRUDED A INUM ENTRANCE SYSTEM AS INDICATED ON DRAWINGS. 1. ALUMINUM TYPE: AS RECOMMENDED BY MANUFACTURER FOR APPLICATION INDICATED, BUT NOT LESS THAN EXTRUDED ALUMINUM, ASTM B221, 6061 OR 6063 ALLOY AND T5 OR T6 TEMPER. 2. FINISH: PROVIDE FACTORY FORMULATED POLYESTER TGIC POWDER COATING MATERIALS INTENDED FOR POWDER COATING APPLICATION CUSTOM COLOR AS DIRECTED BY ARCHITECT. 1. GLAZING: ASTM C1048, KIND FT, FULLY TEMPERED SELECT GLAZING QUALITY CLEAR FLOAT GLASS; NOMINAL 1/4" SAFETY GLASS UNLESS OTHERWISE INDICATED. 1. APPLIED GLAZING FILM: APPLY OWNER FURNISHED 3M FILM ON ALUMINUM FRAMED STOREFRONT GLASS WHERE INDICATED ON DRAWINGS. J. GLAZING ACCESSORIES: OF TYPE RECOMMENDED BY MANUFACTURER TO SUIT SECURITY LOCATIONS AND APPLICATIONS FOR DRY GLAZING INSTALLATION. K. MISCELLANEOUS MATERIALS: 1. STEEL REINFORCEMENT AND BRACKETS: MANUFACTURER'S STANDARD WITH MINIMUM 2 OZ. HOT -DIP ZINC COATING, ASTM A123, APPLIED AFTER FABRICATION, 2. BITUMINOUS PAINT: COLD -APPLIED MASTIC, SSPC PAINT 12, COMPOUNDED FOR 30 MIL THICKNESS PER COAT. 3. FLASHING: PROVIDE SUB -SILL FLASHING MEMBERS; MINIMUM 22 GAGE SHEET ALUMINUM OF SIZES AND SHAPES INDICATED AND AS. REQUIRED TO DRAIN WATER TO EXTERIOR; MATCH ADJACENT ALUMINUM MEMBER FINISH. 4. ANCHORING DEVICES: CORROSION RESISTANT TYPE CAPABLE OF SUPPORTING ENTRANCE SYSTEM AND SUPERIMPOSED .DESIGN LOADS; DESIGN TO ALLOW ADJUSTMENTS OF SYSTEMPRIORTO BEING PERMANENTLY FASTENED IN PLACE. L. FABRICATION: FABRICATE ALUMINUM ENTRANCE AND STOREFRONT SYSTEM TO ALLOW FOR CLEARANCES AND SHIM SPACING AROUND PERIMETER OF ASSEMBLIES TO ENABLE INSTALLATION; PROVIDE FOR THERMAL MOVEMENT. 1. ACCURATELY FIT TOGETHER JOINTS AND CORNERS; MATCH COMPONENTS ENSURING CONTINUITY OF LINE AND DESIGN; ENSURE JOINTS AND CONNECTIONS ARE FLUSH, HAIRLINE AND WEATHERPROOF. 2. SEPARATE DISSIMILAR MATERIALS WITH BITUMINOUS PAINT OR PREFORMED SEPARATORS WHICH WILL PREVENT CORROSION. M. INSTALLATION: INSTALL ALUMINUM FRAMED STOREFRONT ASSEMBLIES, INCLUDING ENTRANCES, IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND TO MEET DESIGN REQUIREMENTS INDICATED, FOR WEATHERTIGHT INSTALLATION. 1. ENSURE ASSEMBLIES ARE PLUMB, LEVEL AND FREE OF WARP OR TWIST; MAINTAIN DIMENSIONAL TOLERANCES AND ALIGNMENT WITH ADJACENT WORK. 2. USE SUFFICIENT ANCHORAGE DEVICES TO SECURELY AND RIGIDLY FASTEN ASSEMBLIES TO BUILDING. 3. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, USING PROPER TEMPLATES. COORDINATE INSTALLATION OF CYLINDERS WITH SECTION 08700. 4. INSTALL SILL MEMBERS AND THRESHOLDS IN BED OF COMPOUND, JOINT FILLERS OR GASKETS TO PROVIDE WEATHERTIGHT CONSTRUCTION. 5. GLASS INSTALLATION: COMPLY WITH GANA GLAZING MANUAL AND GLAZING MANUFACTURER INSTRUCTIONS. DO NOT ALLOW GLASS TO TOUCH METAL SURFACES. SECTION 08700 - HARDWARE PART 1- GENERAL A. FURNISH AND INSTALL FINISH HARDWARE FOR INTERIOR AND EXTERIOR DOORS AND ENTRY GATES. B. SEE DOOR SCHEDULE FOR SPECIFIC ITEMS, MANUFACTURERS AND MODEL NUMBERS. TEMPLATES SHALL BE FURNISHED FOR USE IN FIELD. C. STANDARDS: COMPLY WITH BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA) ANSI/BHMA 156 SERIES STANDARDS. D. CODES AND REGULATIONS. 1. COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING ACCESS FOR PERSONS WITH DISABILITIES. 2. FIRE RATED DOORS: COMPLY WITH REQUIREMENTS OF NFPA 80 AND APPLICABLE CODES FOR FIRE RATED DOOR HARDWARE; PROVIDE HARDWARE BEARING UNDERWRITERS LABORATORY (UL) LABELS. E. FURNISH OWNER WITH MAINTENANCE DATA, MAINTENANCE PROCEDURES, MANUFACTURERS WARRANTIES AND SPECIAL TOOLS. F. FINISHES: PER HARDWARE SCHEDULE. BHMA 626(US26D) SATIN FINISHED CHROMIUM PLATED U.N.O. G. KEYING. 1. G.C. TO COORDINATE KEYING AND MASTER KEYING WITH TENANT'S CONSTRUCTION MANAGER. 2. G.C. TO INSTALL CONSTRUCTION CORES DURING CONSTRUCTION AND REPLACE WITH PERMANENTAT END OF JOB PRIOR TO TURN -OVER. H. PROVIDE COMMERCIAL GRADE HARDWARE, COMPLYING WITH PROJECT SPECIFICATIONS, IN SETS ACCORDING TO THE SCHEDULE HEREIN AND ON DOOR SCHEDULE DRAWING. REFER TO DOOR SCHEDULE. 1. GENERAL MATERIALS: PROVIDE COMPLETE HARDWARE WITH ACCESSORIES AS REQUIRED FOR DOORS AND APPLICATIONS INDICATED AND NOT PROVIDED UNDER OTHER SECTIONS. J. HINGES: HAGER, LAWRENCE, MCKINNEY, OR STANLEY; FULL MORTISED BUTT HINGES; SIZE AND NUMBER AS RECOMMENDED BY MANUFACTURER; NONREMOVABLE PINS AT EXTERIOR OUTSWINGING DOORS, BALL -BEARING HINGES AT FIRE RATED DOORS AND DOORS WITH CLOSERS, K. LOCKSETS/LATCHSETS: SCHLAGE, SARGENT, YALE, OR U-CHANGE; FULL MORTISE LOCKSETS TYPICAL AT DOORS TO PUBLIC AREAS, CYLINDRICAL LOCKSETS & LATCHSETS AT OTHER LOCATIONS; SOLID LEVER TYPE WITH ROSE; KEYING AS DIRECTED BY OWNER; PROVIDE CYLINDERS FOR DOORS WITH LOCKS. L. OVERHEAD CLOSERS: LCN/4000 SERIES OR NORTON/7500 FULLY ADJUSTABLE; MODERN TYPE WITH COVER. M. ACCESSORIES: PROVIDE DOOR STOPS, THRESHOLDS, WEATHERSTRIPPING, TRIM, COORDINATORS AND ACCESSORIES AS REQUIRED FOR COMPLETE OPERATIONAL DOOR INSTALLATION. S. THRESHOLDS, STOPS, TRIM, AND MISCELLANEOUS HARDWARE: PROVIDE AS INDICATED, AS SPECIFIED, AS INCLUDED IN HARDWARE SCHEDULE, & AS REQUIRED FOR COMPLETE INSTALLATION. 6. WEATHERSTRIPPING: PROVIDE CONTINUOUS WEATHERSTRIPPING ATTOP & SIDES OF EXTERIOR DOORS. 7. FIRE RATED GASKETS: PROVIDE CONTINUOUS FIRE RATED GASKETS ATTOP AND SIDES OF FIRE RATED DOORS. 8. THROUGH BOLTS: THROUGH BOLTS AND GROMMET NUTS SHALL BE AVOIDED ON DOOR FACES IN HIGHLY VISIBLE AREAS, UNLESS NO ALTERNATIVE IS POSSIBLE, AS DIRECTED AND APPROVED, AND SHALL NOT BE USED FOR SOLID WOOD CORE DOORS. PART 2 - PREPARATION / EXECUTION A. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, BHMA, AND APPLICABLE REQUIREMENTS FOR ACCESS AND FOR FIRE RATINGS. 1. HEIGHTS TO COMPLY WITH APPLICABLE CODES AND BHMA RECOMMENDATIONS. 2. HARDWARE GROUPS: REFER TO DRAWINGS. B. COORDINATE THE WORK WITH OTHER DIRECTLY AFFECTED SECTIONS INVOLVING FABRICATION OF WALL INTERNAL REINFORCEMENT FOR DOOR HARDWARE AND RECESSED ITEMS. C. VERIFY THAT DOORS AND FRAMES ARE READY TO RECEIVE WORK AND DIMENSIONS ARE AS INDICATED. D. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. E. USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER. WHEREVER CUTTING AND FITTING IS REQUIRED TO INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR OTHERWISE FINISHED, INSTALL EACH ITEM COMPLETELY, THEN REMOVE AND STORE DURING APPLICATION OF FINISHES. REINSTALL UPON COMPLETION OF FINISHING OPERATIONS. SPACE FASTENERS AND ANCHORAGES AS INDICATED OR IN ACCORDANCE WITH FACTORY STANDARDS. F. ADJUST HARDWARE FOR SMOOTH OPERATION. SECTION 08800 - GLASS AND GLAZING A. PROVIDE GLASS AND GLAZING AS SHOWN. ARCHITECTURAL ALUMINUM STOREFRONT SYSTEM (NON -THERMAL -INTERIOR INSTALLATION OR THERMAL -EXTERIOR INSTALLATION). COMPLY WITH RECOMMENDATIONS OF FLAT GLASS MARKETING ASSOCIATION (FGMA) "GLAZING MANUAL" AND "SEALANT MANUAL" EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED. PROVIDE MATERIALS OBTAINED FROM ONE SOURCE FOR EACH TYPE OF GLASS AND GLAZING PRODUCT INDICATED. B. PROVIDE GLASS DOORS AS SHOWN. DOORS SHALL HAVE FULL WIDTH BOTTOM AND TOP RAILS. DOORS SHALL BE FACTORY ASSEMBLED AND PREPARED TO ACCOMMODATE PUSH -PULLS AND LOCK CYLINDERS INSTALLED BY G.C. ALL GLASS DOOR HARDWARE FINISHES SHALL BE AS SCHEDULED. C. WHERE SAFETY GLASS IS INDICATED OR REQUIRED BY AUTHORITIES HAVING JURISDICTION, PROVIDE TYPE OF PRODUCTS WHICH COMPLY WITH ANSI Z97.1. D. MIRROR SHALL COMPLY WITH F.S. DD-G-471C, TYPE 1, CLASS 1, QUALITY Q2,1/4" THICK. PROVIDE SILVERING, COPPER BACKING AND PROTECTIVE COATING CONFORMING TO F.S. DD-M.411. E. FABRICATE GLASS TO SIZES REQUIRED FOR GLAZING OPENINGS WITH EDGE CLEARANCE AND TOLERANCES COMPLYING WITH RECOMMENDATIONS OF GLASS MANUFACTURER. F. ALL GLASS AND MIRRORS TO HAVE EXPOSED EDGES WILL BE GROUND AND POLISHED. G. THE DOORS ARE FURNISHED WITH HOUSING AND A CONSTRUCTION CORE AS SCHEDULED IN THE DRAWINGS. G.C. TO COORDINATE WITH TENANT PROJECT MANAGER CHANGES TO THE CORE AT TURNOVER. H. GLAZING BASE TO BE ANCHORED TO CONCRETE FLOOR/FOUNDATION USING SET XP EPDXY ADHESIVE ESR-2508 AND MECHANICALLY FASTENED PER MANUFACTURER'S RECOMMENDATIONS. DIVISION NINE: FINISHES SECTION 09260 - GYPSUM BOARD ASSEMBLIES A. GENERAL: PROVIDE GYPSUM BOARD SYSTEMS INCLUDING METAL FRAMING ACCESSORIES, GYPSUM BOARD, JOINT TREATMENT, ACOUSTICAL INSULATION, ACOUSTICAL SEALANT, AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. 1. PROVIDE ALL GYPSUM DRYWALL MATERIALS THROUGHOUT THE WORK PRODUCED BY ONE MANUFACTURER. PROVIDE METAL STUDS AND FRAMING MEMBERS OF TYPES, GAUGES, SIZES AND CORROSIVE RESISTIVE TREATMENTS AS SHOWN. B. STANDARDS: COMPLY WITH ASTM C754, ASTM C840, AND REQUIREMENTS FOR FIRE RATINGS. 1. DEFLECTIONS: MAXIMUM L/240TYP., L/360 AT LOCATIONS INDICATED TO RECEIVE TILE. C. FIRE -RATED ASSEMBLIES: LISTED BY UNDERWRITER'S LABORATORY, GYPSUM ASSOCIATION (GA) FILE NO'S IN GA-600 FIRE RESISTANCE DESIGN MANUAL, OR OTHER LISTING APPROVED BY APPLICABLE AUTHORITIES. D. SYSTEMS RESPONSIBILITY: PROVIDE PRODUCTS MANUFACTURED BY OR RECOMMENDED BY MANUFACTURER OF GYPSUM BOARD TO MAINTAIN SINGLE -SOURCE RESPONSIBILITY FOR SYSTEM. E. SUBMITTALS: FURNISH PRODUCT DATA. F. MANUFACTURERS: USG, GEORGIA PACIFIC, OR NATIONAL GYPSUM. (GYPSUM BD. TO BE SULFUR FREE) G. METAL FRAMING: CONFORM TO ASTM C754; COMPLETE 16 GAGE AND LIGHTER STEEL FRAMING AND SUSPENSION SYSTEM FOR GYPSUM BOARD SYSTEMS; PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. 1. ROLL FORMED CHANNEL STUDS AND RUNNERS: ASTM C-645, FABRICATED OF GALVANIZED STEEL PER ASTM WITH FLANGES NOT LESS THAN 1 1/4" OF THE SIZES AND GAUGES SHOWN. 2. MANUFACTURED SUSPENSION SYSTEM SUCH AS CHICAGO METALLIC/DRYWALL SYSTEM IS ACCEPTABLE. 3. METAL FURRING CHANNELS: HAT SHAPED, 7/8" HIGH, 25 GAUGE GALVANIZED. BACKER PLATES: 20 GAUGE GALVANIZED. 4. ALL FRAMING SHALL BE MANUFACTURED BY CLARKDIETRICH OR EQUAL AND SHALL MEET ASTM STANDARDS. PROVIDE ICC-ES EVALUATION REPORT AS REQUESTED FOR ALL MATERIALS USED. 5. G.C. SHALL PROVIDE ARCHITECT FIELD PHOTOS OF STUD BOX BEAM IN SOFFIT PRIOR TO GYPSUM BOARD INSTALLATION, PHOTOS SHALL INCLUDE THE FOLLOWING BOX BEAM INSTALLATION (CONNECTIONS AT EACH POINT) AND FRAMING CONNECTION TO STRUCTURE ABOVE. G.C. SHALL PROVIDE A MINIMUM OF 20 PHOTOS INCLUDING OVERALLS AND CLOSE UP DETAIL IMAGES. H. HANGER WIRE. 1. GALVANIZED, SOFT TEMPER STEEL WIRE, SIZED IN ACCORDANCE WITH ASTM C-754. 2. HANGER ANCHORAGE: PROVIDE CONCRETE INSERTS, CLIPS, BOLTS, SCREWS AND OTHER DEVICES APPLICABLE TO THE INDICATED METHOD OF STRUCTURAL ANCHORAGE FOR CEILING HANGERS. 3. FURRING ANCHORAGE: 16 GAUGE GALVANIZED WIRE TIES, MANUFACTURER'S STANDARD WIRE -TYPE CLIPS, BOLTS, NAILS OR SCREWS, IN ACCORDANCE WITH ASTM C-754. I. GYPSUM BOARD: CONFORM TO C840; UL LISTED FIRE RESISTANT GYPSUM BOARD. 1. STANDARD: ASTM C36, 5/8" THICK. 2. CORE BOARD: ASTM C442, 1" THICK. 3. WHERE INDICATED FIBEROCK AQUA -TOUGH GYPSUM BOARD PANELS OR APPROVED EQUAL. APPROVED EQUAL MUST MEET THE FOLLOWING REQUIREMENTS: FIRE CLASS A RATING, ASTM C1278, ASTM C79, ASTM D3273-10, E94 FLAME SPREAD 5, E84, SMOKE DEV 0, AND BE MOISTURE AND MOLD RESISTANT. PROVIDE FOR WET WALLS IN TOILETS. USE "DUROCK" BEHIND ALL CERAMIC TILE AND MARBLE ON WALLS. 4. WING WALL ATTACHMENT. a. ATTACHMENT OF ABUTTING WALL TO EXISTING DRYWALL/METAL STUD PARTITION AT A STUD IN THE EXISTING WALL: ATTACH A STUD AGAINST THE EXISTING WALL WITH SCREWS AT THE BOTTOM AND TOP TRACK OF THE EXISTING WALL, AND AT MAXIMUM 4'-0" O.C. - FRAME ABUTTING WALL AND INSTALL GYPSUM BOARD -TAPE AND BED THE INSIDE CORNERS AT THE INTERSECTION WITH THE EXISTING WALL. b. ATTACHMENT OF DRYWALL WALL TO EXISTING ABUTTING METAL STUD PARTITION BETWEEN / EXISTING STUDS: ATTACH A STUD AGAINST THE EXISTING WALL WITH SCREWS AT THE BOTTOM AND TOP TRACK, AND ATTACH TO EXISTING GYPSUM BOARD WITH MINIMUM 3/16" METAL TOGGLE ANCHORS AT MAXIMUM 4'-O" O.C. - FRAME ABUTTING WALL AND INSTALL GYPSUM BOARD -TAPE AND BED THE INSIDE CORNERS AT THE INTERSECTION WITH THE EXISTING WALL. IF ABUTTING WALL HEIGHT DOES NOT EXTEND TO TOP OF EXISTING WALL, PROVIDE TOGGLE ANCHOR WITHIN 6" OF TOP. c. ATTACHMENT OF METAL STUD PARTITION TOP TRACK TO THE BOTTOM OF METAL BAR JOISTS: INSTALL DEFLECTION TRACK TIGHT AGAINST THE BOTTOM CHORD OF THE JOISTS BY BOLTING BETWEEN THE JOIST CHORDS THROUGH A SHORT SECTION OF TRACK ON TOP OF THE CHORDS USING (2) 3/16" BOLTS WITH WASHERS - DO NOT WELD, SCREW OR BOLT DIRECTLY TO THE JOIST CHORDS. IF JOIST SPACING EXCEEDS 4'-0", ATTACH A STUD TO THE TOP OF THE TRACK BETWEEN JOISTS W/ SCREWS STAGGERED AT 12". J. GYPSUM BOARD ACCESSORIES: COMPLY WITH ASTM C840. 1. PROVIDE PROTECTIVE COATED STEEL CORNER BEADS AND EDGE TRIM; TYPE DESIGNED TO BE CONCEALED IN FINISHED CONSTRUCTION BY TAPE AND JOINT COMPOUND. 2. CORNER BEADS: MANUFACTURER'S STANDARD METAL BEADS, 3. REINFORCING TAPE, JOINT COMPOUND, ADHESIVE, WATER, FASTENERS: TYPES RECOMMENDED BY SYSTEM MANUFACTURER AND CONFORMING WITH ASTM C475. K. FIRE RATED CONSTRUCTION: COMPLY WITH UNDERWRITER'S LABORATORIES CERTIFIED FIRE TESTS AND APPLICABLE CODE REQUIREMENTS. 1. SHAFT WALL SYSTEM: PROVIDE AT SHAFTS AND WHERE INDICATED, L. ACOUSTICAL ACCESSORIES: PROVIDE ASTM C665, TYPE I ACOUSTICAL INSULATION AND ASTM C919 PRINTABLE ACOUSTICAL SEALANTS WHERE ACOUSTICAL SYSTEMS ARE INDICATED. M. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, REFERENCED STANDARDS, AND APPLICABLE REQUIREMENTS FOR FIRE RATINGS AND ACOUSTICAL RATINGS. 1. SPECIAL METAL STUD & GYPSUM DOOR: PROVIDE SPECIAL CONFIGURATION AS INDICATED ON DWGS. N. METAL FRAMING ERECTION: ERECT METAL FRAMING IN ACCORDANCE WITH ASTM C754 AND MANUFACTURER'S RECOMMENDATIONS. 1. INSTALL MEMBERS TRUE TO LINES AND LEVELS TO PROVIDE SURFACE FLATNESS WITH MAXIMUM VARIATION OF 1/8" IN 10'4" IN ANY DIRECTION. 2. DOOR OPENING FRAMING: INSTALL DOUBLE STUDS AT DOOR FRAMEJAMBS; INSTALL RUNNERS ON EACH SIDE OF OPENING AT FRAME HEAD HEIGHT BETWEEN JAMB STUDS AND ADJACENTSTUDS. 3. INSTALL METAL FRAMING BACKING WHERE REQUIRED FOR SUPPORT OF FIXTURES, CABINETS, ACCESSORIES AND HARDWARE, 4. COORDINATE INSTALLATION OF BUCKS, ANCHORS, BLOCKING, ELECTRICAL AND MECHANICAL WORK WHICH IS TO BE PLACED IN OR BEHIND PARTITION FRAMING; ALLOW ITEMS TO BE INSTALLED AFTER FRAMING IS COMPLETE. 0. CEILING FRAMING INSTALLATION: ERECT IN ACCORDANCE WITH ASTM C754 AND MANUFACTURER'S RECOMMENDATIONS. REINFORCE OPENINGS IN CEILING SUSPENSION SYSTEM. 1. LATERALLY BRACE ENTIRE SUSPENSION SYSTEM. P. GYPSUM BOARD INSTALLATION: INSTALL IN ACCORDANCE WITH ASTM C840 AND MANUFACTURER'S RECOMMENDATIONS. USE SCREWS WHEN FASTENING GYPSUM BOARD TO FURRING & TO FRAMING. 1. FOR FIRE RATED SYSTEMS COMPLY WITH REQUIREMENTS FOR FIRE RATINGS. 2. PLACE CORNER BEADS AT EXTERNAL CORNERS; USE LONGEST PRACTICAL LENGTHS. PROVIDE METAL CORNER BEAD AT EXTERNAL CORNERS WITH SMOOTH RIGID NOSE AND PERFORATED KNURLED FLANGES. CONCEAL FLANGES WITH AT LEAST 2 COATS OF JOINT COMPOUND FEATHERED OUT APPROXIMATELY 9" ON BOTH SIDES OF THE EXPOSED METAL. 3. PLACE EDGE TRIM WHERE GYPSUM BOARD ABUTS DISSIMILAR MATERIALS. 4. TAPE, FILL, AND SAND EXPOSED JOINTS, EDGES, CORNERS AND OPENINGS TO PRODUCE SURFACE READY TO RECEIVE FINISHES; FEATHER COATS ONTO ADJOINING SURFACES. TAPE AND JOINT MATERIAL SHALL BE APPLIED TO THE JOINTS. THE JOINT COMPOUND SHALL BE SMOOTHED OUT APPROXIMATELY 4" WIDE. THIS IS TO BE IN THE NORMAL THREE -COAT PROCESS, ALLOWING 24 HOURS DRYING TIME BETWEEN COATS. ALL NAILS, SCREWS, HEADS OR DIMPLES SHALL ALSO RECEIVE A THREE -COAT FINISH USING THE SAME MATERIAL AND MANNER AS THAT FOR THE JOINTS. S. FINISHING: COMPLY WITH GYPSUM ASSOCIATION (GA) "LEVELS OF GYPSUM BOARD FINISH" GA LEVEL 4, THREE COAT FINISHING AND SANDING IS REQUIRED FOR SURFACES INDICATED TO BE PAINTED; PROVIDE FLUSH, SMOOTH JOINTS AND SURFACES READY FOR APPLIED PAINT FINISHES. 6. REMOVE AND REPLACE DEFECTIVE WORK. Q. ACOUSTICAL ACCESSORIES INSTALLATION. 1. PLACE ACOUSTICAL INSULATION TIGHT WITHIN SPACES, AROUND CUT OPENINGS, BEHIND AND AROUND ELECTRICAL AND MECHANICAL ITEMS WITHIN PARTITIONS, AND TIGHT TO ITEMS PASSING THROUGH PARTITIONS. 2. PLACE ACOUSTICAL SEALANT WITHIN PARTITIONS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS; INSTALL ACOUSTICAL SEALANT AT GYPSUM BOARD PERIMETER, AT BASE LAYER AND FACE LAYER OF GYPSUM BOARD, AND PENETRATIONS OF PARTITIONS. 3. TOLERANCE: MAXIMUM 1/4" SPACE BETWEEN GYPSUM BOARD AT FLOOR, CEILING & PENETRATIONS. 4. INSTALL ELECTRICAL BOX PADS WITH PADS MOLDED AND PRESSED ON BACK SIDE OF BOX, CLOSING OPENINGS, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, FOR COMPLETE ACOUSTICAL BARRIER. R. ADHESIVES: AS RECOMMENDED BY THE GYPSUM BOARD MANUFACTURER. ACCESS PANELS(SEE SECTION 08310). SECTION 09300 -TILE A. GENERAL: PROVIDE TILE SYSTEMS INCLUDING SETTING MATERIALS, GROUT, AND ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. STANDARDS: COMPLY WITH TILE COUNCIL OF AMERICA "HANDBOOK OF CERAMIC TILE INSTALLATION" INCLUDING REFERENCED ASTM AND ANSI STANDARDS. C. SUBMITTALS: SUBMIT PRODUCT DATA AND SAMPLES OF EACH TYPE OF TILE AND GROUT. D. TILE MANUFACTURERS: AS INDICATED ON DRAWINGS. 1. FLOOR TILE: PROVIDE NON -SLIP UNITS WITH MINIMUM WET AND DRY VALUE OF 0.60 COEFFICIENT OF FRICTION WHEN TESTED IN ACCORDANCE WITH ASTM C1028. E. LATEX THIN SET., THINSET BOND COAT, LATEX-CEMENTITIOUS MORTAR CONFORMING TO ANSI A118.4. F. GROUT: ANSI A118.6, LATEX CEMENTITIOUS TYPE BY LATICRETE, BOSTIK OR MAPEL G. INTEGRAL WATERPROOFING: LATICRETE, BOSTIK, OR NOBEL LIQUID RUBBER INTEGRAL TILE SETTING WATERPROOFING SYSTEM WITH NO BITUMINOUS EXTENDERS; PROVIDE AT TILE APPLICATIONS ABOVE GRADE. H. CLEANING AND SEALING MATERIALS: AS RECOMMENDED BY TILE AND GROUT MANUFACTURERS, SUCH AS BOSTIK CONSTRUCTION PRODUCTS/HYDROMENT CERAMASEAL. I. PREPARATION. 1. DO NOT COMMENCE WORK UNTIL SURFACE CONDITIONS ARE WITHIN TOLERANCES REQUIRED FOR PROPER INSTALLATION; APPLY LATEX LEVELING MATERIAL WHERE NECESSARY TO MEET REQUIRED TOLERANCES. BEFORE TILING, VERIFY THAT ALL SURFACES TO BE TILED ARE STRUCTURALLY SOUND TRUE TO PLANE, AND FALL WITHIN MAXIMUM VARIATIONS SHOWN BELOW. 2. WALLS: 1/8" IN 8'- FLOORS: 1/8" IN 10'. 3. REPORT ALL UNACCEPTABLE SURFACES TO THE ARCHITECT IN WRITING, AND DO NOT TILE SUCH SURFACES UNTIL THEY ARE LEVELED ENOUGH TO MEET ABOVE REQUIREMENTS. 4. BEFORE TILING, ALL SURFACES MUST BE FREE OF CURING COMPOUNDS, OIL, GREASE, WAX, DIRT, DUST, FORM RELEASES OR OTHER SUBSTANCES THAT WOULD INTERFERE WITH PROPER BOND OF SETTING MATERIALS. IF TILE IS INSTALLED BY THE THIN -SET METHOD, CONCRETE SLABS SHALL BE STEEL TROWEL OR LIGHT BROOM FINISH. J. INSTALLATION: COMPLY WITH TILE COUNCIL OF AMERICA (TCA) HANDBOOK FOR CERAMIC TILE INSTALLATION FOR LATEX BOND COAT THIN SET APPLICATION. 1. TILE: INSTALL TILE IN ACCORDANCE WITH REFERENCED ANSI STANDARDS AND TCA RECOMMENDATIONS FOR TYPE OF SUBSTRATE AND INDICATED SETTING METHOD; LATEX -CEMENT THIN SET AND BOND COATS REQUIRED. 2. PLACE TILE IN ACCORDANCE WITH PATTERNS INDICATED ON DRAWINGS; CAREFULLY PLAN TILE LAYOUTS, ENSURE PATTERN IS UNINTERRUPTED FROM ONE SURFACE TO THE NEXTAND THROUGH DOORWAYS. 3. SEALTILE AND GROUTSURFACES WHERE RECOMMENDED BY MANUFACTURER FOR MATERIALS AND APPLICATIONS INVOLVED; COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. 4. MAX. GROUT101NT=3/16". 5. EXPANSION JOINTS: INSTALL ARCHITECTURALLY DESIGNED EXPANSION JOINTS AS PER CURRENTTCA DETAIL EJ171. PREFABRICATED EXPANSION JOINT STRIPS CAN ALSO BE USED WHEN SUITABLE. 6. GROUTING METHODS: FOLLOW EXACTLY GROUT MANUFACTURES INSTRUCTIONS AND COMPLY WITH APPROPRIATE ANSI A108 SPECIFICATION DEPENDING ON TYPE OF GROUT SELECTED. GROUTING IS NOT COMPLETE UNTIL ALL GROUT HAZE AND RESIDUES ARE REMOVED FROM THE SURFACE OF THE TILE. K. PROTECTION. 1. LEAVE FINISHED INSTALLATION FREE OF CRACKED, CHIPPED, BROKEN, UNBONDED OR OTHERWISE DEFECTIVE TILE WORK. 2. PROTECT ALL FLOOR TILE INSTALLATIONS WITH CLEAN CONSTRUCTION PAPER OR OTHER HEAVY COVERING DURING CONSTRUCTION PERIOD TO PREVENT STAINING OR DAMAGE. NO FOOT OR WHEEL TRAFFIC SHALL BE PERMITTED ON FLOOR FOR AT LEAST THREE (3) DAYS AFTER GROUTING. SECTION 09390- CEMENTITIOUS FIBER BOARD A. 5/8" DUROCK AS MANUFACTURED BY UNITED STATES GYPSUM CO., OR APPROVED EQUAL FRAMING MEMBERS SHOULD BE STRAIGHT, TRUE, UNIFORM DIMENSIONS AND FRAMING SHOULD BE PROPERLY ALIGNED. ALL SURFACES TO WHICH DUROCK IS FASTENED SHALL BE FREE AND CLEAR OF ANY PROTRUSIONS WHICH WOULD CAUSE THE PANEL TO BE DEFLECTED FROM THE LINE OF THE WALL. INSTALL ALL MATERIALS PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. B. JOINT REINFORCEMENT: DUROCK TYPE "P" TAPE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS FOR TYPE OF INSTALLATION. C. FASTENERS: SCREWS AND WASHERS PER MANUFACTURERS RECOMMENDATIONS. D. METAL STUDS MUST BE 20 GA. OR HEAVIER @ NO MORETHAN 16" O/C. USE 11/4" S-12 FLAT WASHER HEAD SCREWS WITH COUNTERSINKING RIBS AND CLIMASEAL FINISH. ALL SCREWS SHALL BE PLACED A MAX. OF 8" APART. SECTION 09510 - ACOUSTICAL CEILING A. GENERAL: PROVIDE ACOUSTICAL CEILINGS INCLUDING SUSPENSION SYSTEM, TRIM, AND ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. STANDARDS: CONFORM TO ASTM C635 FOR METAL SUSPENSION SYSTEM AND ASTM C636 FOR INSTALLATION OF ACOUSTICAL CEILINGS, C. PERFORMANCE REQUIREMENTS: PROVIDE PRODUCTS LISTED BY UNDERWRITERS LABORATORIES (UL). 1. FLAME SPREAD/SMOKE DENSITY: PROVIDE PRODUCTS MEETING CODE REQUIREMENTS FOR MAXIMUM 25 FLAME SPREAD AND MAXIMUM 25 SMOKE DENSITY. D. SEISMIC REQUIREMENTS: COMPLY WITH STATE AND LOCAL CODE REQUIREMENTS FOR SEISMIC BRACING OF CEILING SUSPENSION SYSTEM, AND WITH ASTM E580. E. SUBMITTALS: SUBMIT PRODUCT DATA, SHOP DRAWINGS INDICATING LAYOUT, AND SAMPLES OF GRID, TRIM, AND CEILING UNITS. F. INSTALLER: FIRM WITH MINIMUM THREE YEAR'S SUCCESSFUL EXPERIENCE IN PROJECTS OF SIMILAR TYPE AND SCOPE; ACCEPTABLE TO MANUFACTURER OF ACOUSTICAL UNITS. G. PROJECT CONDITIONS: DO NOT INSTALL CEILINGS UNTIL BUILDING IS ENCLOSED, SUFFICIENT HEAT IS PROVIDED, DUST GENERATING ACTIVITIES HAVE TERMINATED AND OVERHEAD MECHANICAL WORK IS COMPLETED, TESTED AND APPROVED; ALLOW WET WORK TO DRY PRIOR TO INSTALLATION. H. ACOUSTICAL UNITS: TYPES AND MANUFACTURERS AS INDICATED ON DRAWINGS. I. SUSPENSION SYSTEM: AS INDICATED ON DRAWINGS. J. PREPARATION: MEASURE CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL UNITS TO BALANCE BORDER WIDTHS AT OPPOSITE EDGES OF EACH CEILING; DO NOT USE LESS THAN HALF WIDTH UNITS AT BORDERS. 1. COORDINATE WITH OTHER WORK SUPPORTED BY OR PENETRATING THROUGH CEILINGS, INCLUDING LIGHT FIXTURES, HVAC EQUIPMENT AND PARTITION SYSTEMS. K. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, ASTM C636, AND APPLICABLE REQUIREMENTS FOR FIRE RATINGS. 1. FINISHED CEILINGS: TRUE TO LINES AND LEVELS AND FREE FROM WARPED, SOILED OR DAMAGED GRID OR ACOUSTICAL UNITS, 2. INSTALL CEILING SYSTEMS IN A MANNER CAPABLE OF SUPPORTING SUPERIMPOSED LOADS, WITH MAXIMUM PERMISSIBLE DEFLECTION OF 1/8" IN 10'-0". 3. ENSURE SUSPENSION SYSTEM 15 LOCATED TO ACCOMMODATE FITTINGS AND UNITS OF EQUIPMENT WHICH IS TO BE PLACED AFTER INSTALLATION OF CEILING GRID. 4. WHERE DUCTS OR OTHER EQUIPMENT PREVENT REGULAR SPACING OF HANGERS, REINFORCE NEAREST ADJACENT HANGERS & RELATED CARRYING CHANNELS AS REQUIRED TO SPAN DISTANCE. 5. INSTALL EDGE MOLDINGS AT INTERSECTION OF CEILING AND VERTICAL SURFACES, USING MAXIMUM LENGTHS, STRAIGHT, TRUE TO LINE AND LEVEL; MITER CORNERS. 6. FIT ACOUSTIC UNITS IN PLACE, FREE FROM DAMAGED EDGES OR DEFECTS DETRIMENTALTO APPEARANCE AND FUNCTION. LAY DIRECTIONALLY PATTERNED UNITS ONE WAY WITH PATTERN AS DIRECTED. FIT BORDER UNITS NEATLY AGAINST ABUTTING SURFACES. 7. INSTALL UN UNIFORM PLAN M TWIST WARP AND DENTS. ITS LEVEL, IN E AND FREE FROM S. INSTALL HOLD-DOWN CLIPS WHERE REQUIRED BY APPLICABLE CODES AND WHERE CEILING IS WITHIN 20'-0" OF AN EXTERIOR DOOR. L. ADJUSTMENT: ADJUST SAGS OR TWISTS WHICH DEVELOP IN CEILING SYSTEM AND REPLACE ANY PART WHICH IS DAMAGED OR FAULTY. SECTION 09650- RESILIENT TILE FLOORING A. GENERAL: PROVIDE RESILIENT TILE FLOORING SYSTEM AND RESILIENT BASE, WITH ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES OF EACH TYPE OF FLOORING AND BASE COLOR AND PATTERN SELECTED. C. PROJECT CONDITIONS: ENSURE FLOOR SURFACES ARE SMOOTH AND FLAT WITH MAXIMUM VARIATION OF 1/8" IN 10'-0"; ENSURE CONCRETE FLOORS ARE DRY AND EXHIBIT NEGATIVE ALKALINITY, CARBONIZING AND DUSTING. D. RESILIENT TILE: 12" X 12" BY 1/8" THICK; VINYL COMPOSITION. TILE. CONFORMING TO ASTM F1066, COMPOSITION 1; COLOR AND PATTERN AS INDICATED, AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS AND PATTERNS WHERE NOT OTHERWISE INDICATED. 1. MANUFACTURERS: ARMSTRONG WORLD INDUSTRIES, INC.; AZROCK INDUSTRIES,INC. 2. FLAMMABILITY: PROVIDE MATERIALS TESTED UNDER ASTM E648, FLOORING RADIANT PANEL TEST, WITH RESULTS OF 0.45 WATTS/CM2 OR HIGHER. 3. SLIP RESISTANCE: PROVIDE MATERIALS TESTED UNDER ASTM D2047, JAMES SLIP TEST WITH MINIMUM 0.6 RATING FOR FLOORS. E. RESILIENT BASE: FS SS-W-40,1/8" GAGE COVED BASE AT HARD FLOOR SURFACES, STRAIGHT (TOP SET); PROVIDE PREMOLDED END STOPS AND EXTERNAL CORNERS. 1. MANUFACTURERS: BURKE OR ROPPE, MOLDED RUBBER BASE. 2. HEIGHT: 4" UNLESS OTHERWISE INDICATED. 3. COLOR: SEE FINISH SCHEDULE. F. EDGE STRIPS AND ACCESSORIES: RUBBER OR VINYL EDGE STRIPS MATCHING RESILIENT FLOORING; LATEX -MODIFIED PORTLAND CEMENT BASED UNDERLAYMENT AND PATCHING COMPOUND; NONTOXIC WATER RESISTANT TYPE ADHESIVES. G. SUBFLOOR FILLER: WHITE PREMIXED LATEX -CEMENT PASTE DESIGNED FOR PROVIDING THIN SOLID SURFACE FOR LEVELING AND MINOR RAMPING OF SUBSURFACE TO ADJACENT FLOOR FINISHES; MATERIAL CAPABLE OF BEING APPLIED AND FEATHERED OUT TO ADJACENT FLOOR WITHOUT SPALLING. H. PRIMERS AND ADHESIVES: WATERPROOF NONTOXIC TYPES AS RECOMMENDED BY FLOORING MANUFACTURER FOR SPECIFIED MATERIAL AND APPLICATION. 1. SEALER AND WAX: TYPE RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIAL TYPE AND LOCATION. J. PREPARATION: CONFORM WITH MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION AND WITH ASTM F710; REMOVE SUBFLOOR RIDGES AND BUMPS; FILL LOW SPOTS, CRACKS, JOINTS, HOLES AND DEFECTS WITH SUBFLOOR FILLER. K. FLOORING INSTALLATION: CONFORM WITH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS; SET FLOORING IN PLACE, PRESS WITH HEAVY ROLLER TO ENSURE FULL ADHESION; SCRIBE FLOORING TO WALLS, COLUMNS, AND OTHER APPURTENANCES TO PRODUCE TIGHT101NTS. 1. INSTALL MINIMUM 1/2 TILE AT ROOM AND AREA PERIMETER; TERMINATE RESILIENT FLOORING AT CENTERLINE OF DOOR OPENINGS WHERE ADJACENT FLOOR FINISH IS DISSIMILAR; INSTALL EDGE STRIPS AT UNPROTECTED AND EXPOSED EDGES WHERE FLOORING TERMINATES. L. BASE INSTALLATION: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS; APPLY TO WALLS, COLUMNS, PILASTERS, CASEWORK, AND OTHER PERMANENT FIXTURES IN ROOMS AND AREAS WHERE BASE IS REQUIRED. 1. MITER INTERNAL CORNERS; USE PREMOLDED SECTIONS FOR EXTERNAL CORNERS AND EXPOSED ENDS; SCRIBE AND FIT TO DOOR FRAMES AND OTHER OBSTRUCTIONS. M. EDGE STRIPS: INSTALL WHERE EDGE OF TILE WOULD OTHERWISE BE EXPOSED; BUTT TO FLOORING WITHOUT GAPS; SET IN ADHESIVE. N. CLEANING: CLEAN, SEAL AND WAX FLOOR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SECTION 09900 - PAINTS AND COATINGS A. GENERAL: PROVIDE PAINTING OF EXPOSED ITEMS AND SURFACES NOT PREFINISHED, AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. SURFACES NOT TO BE PAINTED: PREFINISHED ITEMS; CONCEALED AND INACCESSIBLE AREAS, CODE -REQUIRED LABELS. C. STANDARDS: PROVIDE MATERIALS APPROVED FOR USE BY APPLICABLE AIR QUALITY MANAGEMENT DISTRICT FOR LIMITATIONS OF VOLATILE ORGANIC COMPOUNDS FOR ARCHITECTURAL COATINGS. D. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES. 1. DUPLICATE PAINTED FINISHES OF APPROVED SAMPLES ON ACTUAL WALL SURFACES AND COMPONENTS FOR APPROVAL PRIOR TO COMMENCING WORK. E. DELIVERY: DELIVER MATERIALS TO JOB SITE IN ORIGINAL, NEW AND UNOPENED PACKAGES AND CONTAINERS BEARING MANUFACTURER'S NAME AND LABEL. F. MANUFACTURERS: SHERWIN-WILLIAMS OR BENJAMIN MOORE. G. MATERIAL QUALITY: PROVIDE TOP LINE QUALITY COMMERCIAL GRADE (PROFESSIONAL PAINTER) PAINTS; MATERIALS NOT BEARING MANUFACTURER'S IDENTIFICATION AS A BEST -GRADE PRODUCT SHALL NOT BE ACCEPTABLE. 1. PRIMERS: PROVIDE PREMIUM GRADE PRIMERS RECOMMENDED BY PAINT MANUFACTURER FOR SUBSTRATES INDICATED AND FOR FINISH SYSTEMS SPECIFIED. 2. UNDERCOATS AND BARRIER COATS: PROVIDE UNDERCOAT PAINTS PRODUCED BY SAME MANUFACTURER AS FINISH COATS; USE ONLYTHINNERS APPROVED BY PAINT MANUFACTURER, AND USE ONLY WITHIN RECOMMENDED LIMITS. 3. FINISH COATS: PROVIDE FINISH COATS CAPABLE OF BEING WASHED WITH MILD DETERGENT WITHOUT LOSS OF COLOR, SHEEN, OR PIGMENTS. 4. FINISH COAT COORDINATION: PROVIDE FINISH COATS WHICH ARE COMPATIBLE WITH PRIME PAINTS, UNDERCOATS, AND BARRIER COATS USED. 5. VOLATILE ORGANIC COMPOUNDS: PROVIDE MATERIALS WITH MINIMAL VOLATILE ORGANIC COMPOUNDS (VOC); COMPLY WITH APPLICABLE REGULATIONS, H. COLORS AND FINISHES: PURE, NON -FADING, APPLICABLE TYPES TO SUIT SERVICE INDICATED; NO LEAD CONTENT PERMITTED. 1. PREPARATION: PERFORM PREPARATION AND CLEANING PROCEDURES IN ACCORDANCE WITH PAINT MANUFACTURER'S INSTRUCTIONS AND AS SPECIFIED FOR SUBSTRATE CONDITION. 1. EXAMINE AREAS AND CONDITIONS UNDER WHICH PAINTING WORK IS TO BE APPLIED. STARTOF PAINTING WORK INDICATES ACCEPTANCE OF SURFACES AND CONDITIONS OF SURFACES AND CONDITIONS WITHIN ANY PARTICULAR AREA. 2. REMOVE HARDWARE, ACCESSORIES, AND ITEMS IN PLACE AND NOTTO BE PAINTED, OR PROVIDE PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING; AFTER PAINTING REINSTALL REMOVED ITEMS. J. APPLICATION: APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS; USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. 1. APPLY ADDITIONAL COATS WHEN STAINS OR BLEMISHES SHOW THROUGH FINAL COAT, UNTIL PAINT IS A UNIFORM FINISH, COLOR AND APPEARANCE. 2. FINISH DOORS ON TOPS, BOTTOMS AND SIDE EDGES SAME AS FACES. 3. PROVIDE EXTRA ATTENTION TO ASSURE DRY FILM THICKNESS AT CORNERS AND CREVICES IS EQUIVALENT TO THAT OF FLAT SURFACES. 4. PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE SAME AS SIMILAR EXPOSED SURFACES; PAINT SURFACES BEHIND PERMANENTLY -FIXED EQUIPMENT AND FURNITURE WITH PRIME COAT ONLY. S. PAINT INTERIOR SURFACES OF DUCTS, WHERE VISIBLE THROUGH REGISTERS OR GRILLES, WITH A FLAT, NON-SPECULAR BLACK PAINT. 6. PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH EXPOSED SURFACES. 7. FINISH DOORS ON TOPS, BOTTOMS AND SIDE EDGES SAME AS FACES. 8. SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL AND EACH VARNISH COAT. K. SCHEDULING PAINTING: APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, PRETREATED OR PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER PREPARATION. 1. ALLOW TIME BETWEEN SUCCESSIVE COATINGS TO PERMIT PROPER DRYING. DO NOT RECOAT UNTIL PAINT FEELS FIRM AND DOES NOT DEFORM OR FEEL STICKY UNDER MODERATE THUMB PRESSURE. L. MINIMUM COATING THICKNESS: APPLY MATERIALS AT NOT LESS THAN MANUFACTURER'S RECOMMENDED SPREADING RATE, TO ESTABLISH ATOTAL DRY FILM THICKNESS AS RECOMMENDED BY COATING MANUFACTURER. M. PRIME COATS: APPLY TO ITEMS NOT PREVIOUSLY PRIMED; RECOAT PRIMED AND SEALED SURFACES WHERE THERE IS EVIDENCE OF SUCTION SPOTS OR UNSEALED AREAS IN FIRST COAT. N. FINISH COATS: PROVIDE EVEN TEXTURE; LEAVE NO LAPS, IRREGULARITY IN TEXTURE, SKID MARKS, OR OTHER SURFACE IMPERFECTIONS. 0. PAINT SYSTEMS: PROVIDE MINIMUM TWO COAT PLUS PRIMER SYSTEMS. FINISH AS INDICATED BELOW U.N.O. 1. EXT. PAINTED METAL: SEMIGLOSS 100 %ACRYLIC. 2. GYPSUM BOARD WALLS: EGGSHELL (SATIN) LATEX EMULSION. 3. GYPSUM BOARD CEILINGS: FLAT LATEX EMULSION. 4. TOILET ROOM WALLS AND CEILINGS: SEMIGLOSS ACRYLIC ENAMEL. 5. INT. PAINTED METAL: SEMIGLOSS 100 %ACRYLIC. 6. OPAQUE PAINTED WOOD: SATIN 100 %ACRYLIC ENAMEL. 7. WHEN TRANSPARENT FINISHES ARE CALLED FOR, USE MULTIPLE COATS TO PRODUCE GLASS -SMOOTH SURFACE FILM OF EVEN LUSTER. PROVIDE SATIN FINISH FOR FINAL COAT. 8. CONCRETE FLOORS: CLEAR PENETRATING SEAL; ONE COAT SYSTEM ACCEPTABLE. 9. FLOOR STRIPES: TRAFFIC BEARING, NON -SLIP STRIPE PAINT; ONE COAT SYSTEM ACCEPTABLE. 10.SHEENS: COMPLY WITH ASTM D523, REFLECTANCE OF PAINT. P. CLEAN-UP: DURING PROGRESS OF WORK, REMOVE DISCARDED PAINT MATERIALS, RUBBISH, CANS AND RAGS FROM SITE AT END OF EACH WORK DAY. 1. CLEAN GLASS AND PAINT -SPATTERED SURFACES IMMEDIATELY BY PROPER METHODS OF WASHING AND SCRAPING, USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. Q. PROTECTION: PROTECT WORK OF OTHER TRADES, WHETHER TO BE PAINTED OR NOT; CORRECT DAMAGE BY CLEANING, REPAIRING OR REPLACING, AND REPAINTING, AS ACCEPTABLE TO ARCHITECT. 1. PROVIDE "WET PAINT" SIGNS TO PROTECT NEWLY -PAINTED FINISHES. 2. REMOVE TEMPORARY PROTECTIVE WRAPPINGS PROVIDED BY OTHERS FOR PROTECTION OF THEIR WORK, AFTER COMPLETION OF PAINTING OPERATIONS. R. REPAIR: AT COMPLETION OF WORK OF OTHER TRADES, TOUCH-UP AND RESTORE DAMAGED SURFACES OR DEFACED PAINTED SURFACES. DIVISION TEN: SPECIALTIES SECTION 10430 - ILLUMINATED SIGNS A. SUPPLIED AND INSTALLED BY TENANT'S SIGN CONTRACTOR. G.C. SHALL COORDINATE INSTALLATION TO ASSURE PROPER COMPLIANCE WITH CONSTRUCTION DOCUMENTS, AND LANDLORD CRITERIA. SECTION 10440 - INTERIOR SIGNAGE A. SUPPLIED AND INSTALLED BY TENANTS SIGN CONTRACTOR. REFER TO DRAWINGS FOR TYPE AND LOCATION. LIGHT BOXES FURNISHED BY TENANT, INSTALLED BY G.C. MISC. NON DESIGN SPECIFIC INTERIOR SIGNS BY G.C. SECTION 10680 - COMPACT MOBILE STORAGE UNITS / STATIONARY STORAGE UNITS A. GENERAL: WHERE SPECIFIED, INSTALL MOVABLE COMPACT STORAGE/ STATIONARY STORAGE SYSTEMS; PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. REFER TO DRAWINGS & RESPONSIBILITY SCHEDULE. B. EXAMINATION: EXAMINE SUBSTRATES AND CONDITIONS UNDER WHICH COMPACTED STORAGE SYSTEM IS TO BE INSTALLED. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. C. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. 1. INSTALL UNITS AND ACCESSORIES AT LOCATIONS SHOWN IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, LEVEL, PLUMB, SECURE AND AT PROPER HEIGHT. 2. INSTALLATION TO BE SUPERVISED BY FACTORY TRAINED PERSONNEL; MANUFACTURER REPRESENTATIVE TO MAKE PERIODIC SITE INSPECTIONS OF INSTALLATION WHILE IN PROGRESS. D. CLEANING: CLEAN UNITS AND REPAIR OR REPLACE DAMAGED UNITS AS DIRECTED BY ARCHITECT. TOUCH-UP MARRED FINISHES OR REPLACE COMPONENT PARTS AS NECESSARY TO ELIMINATE EVIDENCE OF DAMAGE OR DETERIORATION. E. PROTECTION: PROVIDE PROTECTION FOR INSTALLED SYSTEM TO ENSURE PERFECT OPERATING CONDI TION WITHOUT DAMAGE AT COMPLETION OF PROJECT. SECTION 10810 - TOILET ACCESSORIES A. GENERAL: PROVIDE TOILET ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING ACCESS FOR PERSONS WITH DISABILITIES. C. SUBMITTALS: SUBMIT PRODUCT DATA. D. MANUFACTURERS: BOBRICK, BRADLEY, OR AMERICAN SPECIALTIES. E. TYPES: STAINLESS STEEL ACCESSORIES AS INDICATED ON DRAWINGS; PROVIDE GRAB BARS WITH CONCEALED MOUNTING, SIZES AND SHAPES AS INDICATED AND AS REQUIRED BY APPLICABLE CODES AND REGULATIONS. F. MATERIALS: STAINLESS STEEL, ASTM A666, COMMERCIAL GRADE, TYPE 302/304, NUMBER 4SATIN FINISH, SATIN CHROME ACCEPTABLE WHERE STAINLESS STEEL IS NOT AVAILABLE FOR ACCESSORY ITEM SCHEDULED; GAGES AS STANDARD WITH MANUFACTURER OF SPECIFIED ITEMS. 1. FASTENERS, SCREWS, AND BOLTS: HOT DIP GALVANIZED; AS RECOMMENDED BY ACCESSORY MANUFACTURER FOR COMPONENT AND SUBSTRATE. 2. CONCEALED SURFACES: PRETREAT AND CLEAN, SPRAY APPLY ONE COAT PRIMER AND BAKED ENAMEL FINISH. G. FABRICATION; WELD AND GRIND SMOOTH JOINTS OFFABRICATED COMPONENTS; FORM :EXPOSED SURFACES FROM ONE SHEET OF STOCK, FREE OF JOINTS. 1. FABRICATE UNITS WITH TIGHT SEAMS AND JOINTS, EXPOSED EDGES ROLLED; HANG DOORS AND ACCESS PANELS WITH CONTINUOUS PIANO HINGES; PROVIDE CONCEALED ANCHORAGE WHERE POSSIBLE. 2. PROVIDE STEEL ANCHOR PLATES AND ANCHOR COMPONENTS FOR INSTALLATION. 3. FORM SURFACES FLAT WITHOUT DISTORTION; MAINTAIN FLATSURFACES WITHOUT SCRATCHES AND WITHOUT DENTS; FINISH EXPOSED EDGES EASED, FREE OF SHARP EDGES WHERE POTENTIAL EXISTS FOR PHYSICAL CONTACT. 4. HOT DIP GALVANIZE FERROUS METAL ANCHORS AND FASTENING DEVICES. 5. SHOP ASSEMBLE COMPONENTS; PACKAGE COMPLETE WITH ANCHORS AND FITTINGS. H. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE CODES AND REGULATIONS. DIVISION ELEVEN: EQUIPMENT SECTION 11000 - EQUIPMENT A. GENERAL. 1. CONTRACTOR SHALL COORDINATE ALL EQUIPMENT WORK AND PLACEMENT WITH THE WORK OF ALL OTHER TRADES AND MAKE ADJUSTMENTS AS REQUIRED TO ACCOMMODATE LOCATIONS OF EQUIPMENT. 2. ALL EQUIPMENT WORK SHALL COMPLY WITH ALL GOVERNING BUILDING CODES AND LOCAL CODES. 3. EQUIPMENT SHALL BE FURNISHED, UNLOADED, UNPACKED OR UNCRATED AND PLACED ACCORDING TO THE CONSTRUCTION DOCUMENTS. B. PREPARATION / EXECUTION. 1. ALL EQUIPMENT SUPPLIED BY OWNER AND INSTALLED BY GC IS TO BE INCLUDED IN GENERAL BID. 2. G.C. SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY DAMAGE TO THE EQUIPMENT PRIOR TO INSTALLATION. 3. G.C. SHALL BE RESPONSIBLE FOR FINAL HOOKUP OF ALL EQUIPMENT SUCH AS ALL MECHANICAL WORK, PLUMBING, AND ELECTRICAL FOR THE EQUIPMENT LIST. 4. ALL EQUIPMENT MANUALS, INSTRUCTION BOOKLETS AND WARRANTY INFORMATION SHALL BE NEATLY BOUND AND TURNED OVER TO THE OWNER BEFORE FINAL APPROVAL OF THE BUILDING. DIVISION TWELVE: FURNISHINGS SECTION 12000 - FURNISHINGS A. SEE PLANS FOR SPECIFIC FURNITURE AND FURNISHING TO BE PROVIDED BY TENANT & G.C. DIVISION THIRTEEN: SPECIAL CONSTRUCTION (NOT USED) DIVISION FOURTEEN: CONVEYING SYSTEMS (NOT USED) DIVISION FIFTEEN: MECHANICAL SECTION 15000- MECHANICAL A. SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS. B. SPRINKLER LAYOUT: THE SPRINKLER SUBCONTRACTOR SHALL MODIFY THE EXISTING DESIGN AND PROVIDE AN APPROVED "CALCULATED" SPRINKLER SYSTEM LAYOUT TO THE ARCHITECTTHAT CONFORMS TO THE NEW DESIGN. THE DESIGN LAYOUT PROVIDED HEREIN REFLECTS THE VISUAL LAYOUT DESIRED. REVISIONS MUST BE SENSITIVE TO THE OVERALL VISUAL IMPACT. (PRIOR TO FABRICATION OF ANY MATERIAL) DRAWINGS AND CALCULATIONS FOR SUCH SYSTEMS SHALL BE SUBMITTED TO THE OWNER'S INSURANCE AGENCY FOR REVIEW AND APPROVAL PRIOR TO SUBMISSION TO THE CODE REVIEW AUTHORITY. DRAWINGS AND CALCULATIONS MUST ALSO BE SIGNED AND SEALED BY AN ENGINEER LICENSED IN THE STATE WHERE THE SUBJECT PROJECT IS LOCATED. ALL COST FOR REVIEW, PERMIT, SIGNING AND SEALING OF DRAWINGS AND CALCULATION SHALL BE BORNE BY THE SPRINKLER SUBCONTRACTOR. C. FIRE ALARM AND SMOKE EVACUATION: VERIFY IF SEPARATE DRAWINGS ARE REQUIRED TO BE SUBMITTED. VERIFY IF LANDLORD REQUIRED CONTRACTOR IS TO BE USED. DIVISION SIXTEEN; ELECTRICAL SECTION 16000 - ELECTRICAL A. SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS. B. VERIFY CODE REQUIREMENTS FOR LOW VOLTAGE WIRING. C. G.C. IS TO VERIFY DELIVERED QUANTITIES TO PURCHASE ORDER AND NOTIFY TENANT OF DISCREPANCIES. 0 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 N 2019 City of Tukwila BUILDING DIVISION MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 11 [1111", T f 4 A R C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: SEAL/SIGNATURE 11634 REGISTER ED ARCHITEC T �� DREW R. MA - ' I STATE OF W A 'r,' -� S STORE #: 047 PROJECT: MORPHE WESTFIELD SOLITHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA98188 A/E PROJECT NO.: M0047 DRAWN BY: XG CHECKED BY: ALM /1BQ/ DRM ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/ PERMIT/ BID 05.23.2019 SHEET TITLE: SPECIFICATIONS ", `�1(11 J1 •� ,Is STRUCTURAL STEEL NOTES 1. STRUCTURAL STEEL SHALL CONFORM TO AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS," ANSI/AISC 360, LATEST EDITION, 2. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS," APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS, LATEST EDITION. CONNECTIONS SHALL BE BEARING TYPE UNLESS NOTED OTHERWISE IN DRAWINGS. 3. ALL W SHAPES SHALL CONFORM TO ASTM A992. ALL OTHER STRUCTURAL STEEL SHAPES, PLATES, ETC., SHALL CONFORM TO ASTM A36, UNLESS NOTED OTHERWISE. 4. ALL STRUCTURAL STEEL TUBE MEMBERS SHALL CONFORM TO ASTM A500, GRADE B. 5. GALVANIZING OF STEEL MEMBERS SHALL CONFORM TO ASTM A123/A123M. ALL STEEL FRAMING THAT COMES IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE COATED TO A G90 THICKNESS AND ALL BOLTS, HEADED STUDS AND CONNECTORS SHALL BE COATED TO A G185 THICKNESS. 6. ALL STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF THE AISC. 7. STEEL MEMBERS SHALL NOT BE SPLICED EXCEPT WHERE SHOWN ON THE DRAWINGS. 8. ALL STEEL BEAMS SHALL BE ERECTED WITH NATURAL CAMBER UP. 9. NON -COMPOSITE: THE BEAM -TO -BEAM AND BEAM -TO -COLUMN CONNECTIONS SHALL DEVELOP THE END REACTION OF THE CONNECTED BEAM. THE END REACTION OF THE CONNECTED BEAM CAN BE OBTAINED FROM THE LOAD CARRYING CAPACITY OF THE BEAM ON THE BASIS OF EQUIVALENT UNIFORM LOADS GIVEN IN PART 3 (FLEXURAL MEMBERS) OF THE AISC MANUAL. THE MINIMUM SHEAR CAPACITY OF THE 12 KIPS SHALL BE PROVIDED FOR ALL BEAMS 8" TO 10" DEEP WITH 8 KIPS FOR BEAMS OF DEPTH LESS THAN 8". ANY REACTIONS GIVEN ON THE DRAWINGS SUPERSEDE THIS NOTE, CONNECTIONS SHALL BE DESIGNED AND DETAILED AS REQUIRED BY PART 9 (DESIGN OF CONNECTING ELEMENTS) OF THE AISC MANUAL. NON COMPOSITE BEAMS SHALL BE DEFINED AS THOSE REQUIRING NO SHEAR CONNECTORS (HEADED STUDS). 10. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL WELDING CODE", DIA. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE E70XX, UNLESS NOTED OTHERWISE. 11. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. 12. FULL AND PARTIAL PENETRATION WELDS PERFORMED IN THE FIELD SHALL BE ULTRASONICALLY TESTED. 13. WHEN WELDS ARE NOT CALLED -OUT ON DRAWINGS, THEY ARE MINIMUM SIZE CONTINUOUS FILLET WELDS IN ACCORDANCE WITH AWS D1.1. 14. TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSEWORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED, FURNISHED, AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS SHALL BE CAPABLE OF SECURING THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, SEISMIC FORCES AND ERECTION OPERATIONS. 15. THE LIFTING AND ERECTION OF PRE -ASSEMBLED ELEMENTS SUCH AS TRUSSES OR PRE -FABRICATED FRAMING ARE CONSIDERED SPECIAL ERECTION CONDITIONS. THE SELECTION OF LIFT POINTS AND ERECTION TECHNIQUES ARE THE RESPONSIBILITY OF THE CONTRACTOR. LOCATE AND PROVIDE SUFFICIENT LIFT POINTS TO PREVENT OVERSTRESS AND/OR DISTORTION OF ANY COMPONENTS WITHIN THE ASSEMBLY. PROVIDE TEMPORARY STRONG -BACKS, STIFFENERS AND/OR LIFTING DEVICES AS REQUIRED. 16. THE CONTRACTOR SHALL COMPLY WITH OSHA REQUIREMENTS FOR STEEL ERECTION. COLD FORMED METAL FRAMING NOTES 1. ALL STUDS AND/OR JOISTS AND ACCESSORIES SHALL BE OF THE TYPE, SIZE, GAUGE AND SPACING SHOWN ON THE DRAWINGS AND CONFORM WITH THE PROPERTIES OF LIGHT GAGE MEMBERS AS INDICATED IN THE STEEL STUD MANUFACTURER'S ASSOCIATION - PRODUCT TECHNICAL INFORMATION (ICBO-3064P). 2. ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" LATEST EDITION. 3. ALL FRAMING MEMBERS SHALL BE FORMED FROM CORROSION -RESISTANT STEEL (G90), CORRESPONDING TO THE REQUIREMENTS OF ASTM A653, WITH A MINIMUM YIELD STRENGTH OF 33 KSI FOR 33mil (20 GA) AND 43 mil (18 GA) STUDS, 50 KSI FOR 54 mil AND HEAVIER (16 GA, 14 GA, AND 12 GA) STUDS, AND 33 KSI FOR CR-STYLE RUNNERS. 4. FASTENING OF COMPONENTS SHALL BE WITH SELF -DRILLING SCREWS OR WELDING. SCREWS SHALL BE OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION, WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC -RICH PAINT. WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED, 5. TEMPORARY BRACING SHALL BE PROVIDED UNTIL ERECTION IS COMPLETED. 6. SPLICES IN STUDS SHALL NOT BE PERMITTED. 7. PROVIDE AND INSTALL BRIDGING AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE ASSEMBLY IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. AT WALLS THAT DO NOT HAVE SHEATHING ON BOTH FACES, PROVIDE QUANTITY AND TYPE OF BRIDGING TO ADEQUATELY BRIDGE ALL STUDS PER THE MANUFACTURER'S RECOMMENDATIONS. POST -INSTALLED ANCHORS 1. POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST -INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REINFORCING OR POST -TENSIONING. 2. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER -OF -RECORD ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE. 3. POST -INSTALLED ANCHORS INCLUDE EXPANSION ANCHORS, UNDERCUT ANCHORS AND ADHESIVE ANCHORS. ADHESIVE ANCHORS SHALL CONSIST OF A STRUCTURAL ADHESIVE AND STEEL INSERT. STEEL INSERTS SHALL BE EITHER ASTM F1554, GRADE 36 THREADED ROD OR ASTM A615, GRADE 60 REINFORCING STEEL UNLESS NOTED OTHERWISE ON THE DRAWINGS. PROVIDE, STORE AND INSTALL PRODUCTS IN STRICT CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, 4. EXPANSION ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDACE WITH ACI 355.2 AND ICC-ES AC193. EXPANSION ANCHORS SHALL BE EITHER HILT[ KWIK BOLT TZ ANCHORS OR SIMPSON STRONG -TIE STRONG -BOLT 2 ANCHORS, UNLESS NOTED OTHERWISE ON DRAWINGS. EXPANSION ANCHORS SHALL BE 3W DIAMETER WITH 4 3/4" EMBEDMENT UNLESS NOTED OTHERWISE ON THE DRAWINGS. 5. UNDERCUT ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDACE WITH ACI 355.2 AND ICC-ES AC193. UNDERCUT ANCHORS SHALL BE EITHER HILTI HDA ANCHORS OR SIMPSON STRONG -TIE TORQ-CUT ANCHORS, UNLESS NOTED OTHERWISE ON DRAWINGS. 6. ANCHOR CAPACITY IS DEPENDANT UPON THE SPACING BETWEEN ADJACENT ANCHORS AND THE PROXIMITY OF ANCHORS TO THE EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH THE SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS. 7. PRIOR TO PLACEMENT, THE CONTRACTOR SHALL HAVE THE MANUFACTURER'S TECHNICAL REPRESENTATIVE VISIT THE SITE TO INSTRUCT THE CONSTRUCTION TEAM AND TESTING LAB ON PROPER STORAGE AND INSTALLATION TECHNIQUES. THE CONTRACTOR SHALL PROVIDE A LETTER FROM THE MANUFACTURER'S REPRESENTATIVE STATING THAT SUCH A VISIT WAS CONDUCTED. 8. ALL EXPANSION ANCHORS SHALL BE INSPECTED BY AN INDEPENDENT TESTING LAB FOR THE FOLLOWING: a. CORRECT LOCATION AND POSITION OF HOLE. b. CORRECT HOLE DIAMETER c. CORRECT EMBEDMENT DEPTH. d. CORRECT BOLT TYPE AND FINISH. e. CONDITION OF HOLE IN CONNECTION MATERIAL (NO BURNING OF HOLES ALLOWED). f. SNUG TIGHT FIT. 9. THE TESTING LAB SHALL PREPARE AN INSPECTION REPORT SPECIFICALLY INDICATING DEGREE OF CONFORMANCE IN ALL CATEGORIES LISTED ABOVE. SHOP DRAWING REVIEW AND SUBMITTAL NOTES 1. REFER TO PROJECT SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS. SHOP DRAWINGS AND SUBMITTALS WILL BE REVIEWED FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. SUBMITTAL REVIEW WILL NOT BE CONDUCTED FOR THE PURPOSE OF DETERMINING THE ACCURACY AND COMPLETENESS OF OTHER DETAILED INFORMATION SUCH AS DIMENSIONS AND QUANTITIES, OR FOR SUBSTANTIATING INSTRUCTIONS FOR INSTALLATION OR PERFORMANCE OF EQUIPMENT OR SYSTEMS DESIGNED BY THE CONTRACTOR. ALL OF THIS REMAINS THE RESPONSIBILITY OF THE CONTRACTOR. REVIEW SHALL NOT CONSTITUTE APPROVAL OF SAFETY PRECAUTIONS OR OF ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES. APPROVAL OF A SPECIFIC ITEM SHALL NOT INDICATE APPROVAL OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. 2. SHOP DRAWINGS AND/OR PRODUCT DATA FOR THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL: A. STRUCTURAL STEEL SHOP DRAWINGS ARE TO BE DISTRIBUTED ONLY FROM RETURNED SUBMITTALS BEARING AN INITIALED REVIEW STAMP AND WORK ON THESE ITEMS SHALL NOT PROCEED UNLESS THE STAMP CLEARLY INDICATES THE DRAWINGS ARE "APPROVED" OR "APPROVED AS NOTED." 3. SHOP DRAWINGS AND/OR PRODUCT DATA FOR THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. THE ENGINEER'S REVIEW WILL BE LIMITED TO CONFORMANCE WITH DESIGN AND PERFORMANCE CRITERIA SPECIFIED IN THE CONSTRUCTION DOCUMENTS AND THE INTERFACE BETWEEN THESE ITEMS/SYSTEMS AND THE BUILDING STRUCTURE. THIS REVIEW WILL CHECK THE COMPATIBILITY OF LOADS AND POSITIONS OF LOADS IMPARTED ONTO THE BUILDING STRUCTURE, AND COMPATIBILITY OF CONNECTIONS WITH THE BUILDING STRUCTURE. THE MANUFACTURER/SUPPLIER AND its SPECIALTY STRUCTURAL ENGINEER RESPONSIBLE FOR THE DESIGN OF THE ITEM/SYSTEM WILL RETAIN ALL RIGHTS AND RESPONSIBILITIES FOR THE DESIGN OF THE PRODUCT AND THE CONNECTIONS TO THE BUILDING STRUCTURE. A. COLD -FORMED METAL FRAMING NO WORK ON STRUCTURAL ELEMENTS SUPPORTING OR RELATED TO THESE ITEMS IS TO PROCEED UNLESS THE REVIEW STAMP CLEARLY INDICATES "REVIEWED" OR "REVIEWED, SEE COMMENTS" BY THE STRUCTURAL ENGINEER. 4, GENERAL CONTRACTOR SHALL PRE -CHECK ALL SHOP DRAWINGS BEFORE SUBMISSION TO THE ENGINEER FOR REVIEW. ALL SUBMITTAL MATERIALS MUST BEAR AN INITIALED REVIEW STAMP OF THE GENERAL CONTRACTOR. SUBMITTALS WITHOUT THE REVIEW STAMP OF THE GENERAL CONTRACTOR WILL BE RETURNED WITHOUT REVIEW AND SHALL NOT BE CAUSE FOR CLAIMS OF DELAY. 5. GENERAL CONTRACTOR SHALL SCHEDULE SUBMITTALS SUFFICIENTLY IN ADVANCE OF THE DATE REQUIRED TO ALLOW REASONABLE TIME FOR DELIVERY, PROCESSING AND REVIEW BY THE DESIGN TEAM. THIS SHALL INCLUDE A MINIMUM OF TEN WORKING DAYS, EXCLUDING DELIVERY TIME, FOR ENGINEER'S PROCESSING AND REVIEW OF SHOP DRAWINGS. INCLUDE TIME FOR CONTRACTOR'S RESUBMISSION AND SUBSEQUENT REVIEW IF NECESSARY. 6. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS, INCLUDING THE USE OF ELECTRONIC FILES, BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF THE INDEPENDENT PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT AND OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON. SUCH USE OF REPRODUCTIONS OF THESE CONTRACT DOCUMENTS WILL NOT BE ALLOWED WITHOUT PRIOR CONSENT FROM THE ENGINEER. MODIFICATIONS OF EXISTING STRUCTURE NOTES 1. THE CONTRACTOR SHALL INSPECT THE EXISTING STRUCTURE PRIOR TO FABRICATION AND NOTIFY THE ARCHITECT AND ENGINEER OF ANY DISCREPANCIES WITH THE CONTRACT DOCUMENTS OR ANY AREAS ERODED BY RUST, CORROSION, ROT, ETC., WHICH MAY ADVERSELY AFFECT THE RELIABILITY OF NEW CONSTRUCTION. 2. DIMENSIONS SHOWN FOR, OR TO, THE EXISTING STRUCTURE ARE BASED ON EITHER THE ORIGINAL CONSTRUCTION DOCUMENTS PREPARED FOR THE EXISTING STRUCTURE OR ON APPROXIMATE FIELD MEASUREMENTS. THEY ARE TO BE USED FOR BID PURPOSES ONLY AND NOT FOR SHOP DRAWING PREPARATION OR CONSTRUCTION. ACTUAL CONDITIONS MAY VARY. THE CONTRACTOR SHALL PROVIDE ALL FIELD MEASUREMENTS REQUIRED FOR PROPER FIT UP OF MEMBERS FRAMING TO AND AROUND EXISTING CONSTRUCTION. 3. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE ADEQUACY OF ALL SHORING (TEMPORARY SUPPORTS) OF THE EXISTING STRUCTURE NECESSARY TO COMPLETE THE CONSTRUCTION AS OUTLINED IN THE STRUCTURAL DRAWINGS. PROVIDE SHORING, BRACES, JACKS, ETC. AS REQUIRED TO COMPLETE THE WORK. ENGINEERING AND DESIGN OF THE TEMPORARY SUPPORTS SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER, ENGAGED BY THE CONTRACTOR, AND REGISTERED IN THE STATE OF THE PROJECT, WITH EXPERIENCE IN THE DESIGN OF THESE ELEMENTS. DESIGN DATA 1. THE DESIGN OF THE STRUCTURE AND PARTS THEREOF IS IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE AS AMENDED AND ADOPTED BY THE CITY OF TUKWILA, WA 2. FLOOR LIVE LOADS: AREA UNIFORM CONCENTRATED IMPACT LIVE LOAD REDUCTION RETAIL 100 psf 3. ROOF LIVE LOADS: AREA UNIFORM SPECIAL COMMENTS ILIVE LOAD REDUCTION ROOF, PARKING 20 psf 4. SNOW LOADS: GROUND SNOW LOAD 1 15 psf 5. WIND DESIGN DATA WIND IMPORTANCE FACTOR, Iw 1 BASIC WIND SPEED (3 SECOND GUST) 110 mph WIND EXPOSURE B INTERNAL PRESSURE COEFFICIENT +/- 0.18' COMPONENTS AND CLADDING PER ASCE 7-10 6. SEISMIC DESIGN DATA SEISMIC IMPORTANCE FACTOR, IQ 1 MAPPED SPECTRAL RESPONSE ACCEL. SE = 1.465 S1 = 0.543 SITE CLASS D SPECTRAL RESPONSE COEFFICIENTS SE, = 0,977 SDI = 0,543 SEISMIC DESIGN CATEGORY D ANALYSIS PROCEDURE USED ASCE 7 CHAPTER 13 NON-STRUCTURAL ELEMENTS GENERAL NOTES 1. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR CONSTRUCTION TESTING AND INSPECTION AS OUTLINED IN THE STATEMENT OF SPECIAL INSPECTIONS. 2. THE GENERAL CONTRACTOR SHALL VERIFY THE SIZE, WEIGHT, LOCATION, AND SUPPORT CONDITIONS OF ALL MECHANICAL EQUIPMENT SUPPORTED ON OR SUSPENDED FROM THE ROOF OR SUSPENDED FLOORS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 3. PRINCIPAL OPENINGS ARE SHOWN ON THESE DRAWINGS. SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR SLEEVES, CURBS, INSERTS AND OTHER OPENINGS NOT SHOWN. IF OPENINGS MUST PENETRATE A STRUCTURAL ELEMENT, THE GENERAL CONTRACTOR SHALL FORWARD REQUEST FOR REVIEW. 4. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS NOT SHOWN AND FOR EXACT LOCATIONS OF ALL SLAB DEPRESSIONS AND CURBS. 5. THE CONTRACTOR SHALL COMPARE STRUCTURAL DIMENSIONS AND SECTIONS WITH ARCHITECTURAL DIMENSIONS AND SECTIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR TO FABRICATION OR INSTALLATION OF STRUCTURAL MEMBERS. 6. THE PROJECT SPECIFICATIONS SHALL BE CONSIDERED AN INTEGRAL PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL REVIEW THE SPECIFICATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. 7. ALL TEMPORARY SHORING AND BRACING OF WALLS AND GRADE BEAMS DURING CONSTRUCTION, PRIOR TO THE COMPLETION OF ALL BRACING ELEMENTS, IS THE RESPONSIBILITY OF THE CONTRACTOR. SHORE ALL WALLS AND GRADE BEAMS DURING THE BACKFILLING AND COMPACTION PROCESS. 8. THE GENERAL CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH THE CONSTRUCTION OF ADJACENT STRUCTURES. NOTIFY THE ARCHITECT OF ANY CONFLICTING REQUIREMENTS PRIOR TO CONSTRUCTION. 9. SELECTION OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND/OR PROCEDURES, AS WELL AS SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, ARE SOLELY THE CONTRACTOR'S RIGHTS AND RESPONSIBILITIES. AS SUCH, ANY REQUIRED CONSTRUCTION ENGINEERING AND/OR DESIGN RESULTING FROM THESE SELECTIONS IS THE RESPONSIBILITY OF THE CONTRACTOR. A. EXAMPLES OF THIS WORK INCLUDE, BUT ARE NOT LIMITED TO, ENGINEERING OF SHORING AND SCAFFOLDING SYSTEMS; LOAD CHECKS AND STRUCTURAL MODIFICATIONS FOR STORAGE, STAGING, AND CONSTRUCTION EQUIPMENT LOADING; MEANS OF EGRESS FOR HEAVY EQUIPMENT; CRANE SELECTION, LOCATION, SUPPORT AND BRACING; TEMPORARY HOISTS, LIFTS AND PLATFORMS, ETC. B. THE CONTRACTOR SHALL ENSURE THAT APPROPRIATE ENGINEERING IS PERFORMED AND AS NECESSARY, SHALL ENGAGE OR CAUSE TO BE ENGAGED BY APPROPRIATE SUB CONTRACTORS, A LICENSED PROFESSIONAL ENGINEER TO PERFORM THE ENGINEERING, CONSULT ON FIELD MODIFICATIONS, SPECIFY APPROPRIATE LEVELS OF INSPECTION OF THE WORK, AND TO REVIEW INSPECTION REPORTS. C. CONSTRUCTION ENGINEERING FEES HAVE NOT BEEN INCLUDED IN THE BASE FEE TO THE OWNERIARCHITECT. IF REQUESTED, THE FOR MAY CONSIDER PERFORMING CONSTRUCTION ENGINEERING SERVICES AS AN ADDITIONAL SERVICE PAID BY THE CONTRACTOR. 10. DIMENSIONS TO EXISTING OR ADJACENT CONSTRUCTION ARE BASED ON THE ORIGINAL CONSTRUCTION DOCUMENTS AND/OR APPROXIMATE FIELD MEASUREMENTS. THEY ARE TO BE USED FOR BID PURPOSES ONLY AND NOT FOR SHOP DRAWING PREPARATION OR CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL FIELD MEASUREMENTS REQUIRED FOR PROPER FIT UP OF MEMBERS FRAMING TO AND AROUND EXISTING CONSTRUCTION. 11. THE CONTRACTOR SHALL CONDUCT A PRE -CONSTRUCTION MEETING TO DISCUSS SUBGRADE PREPARATION, FOUNDATION CONSTRUCTION, WALL BACKFILL, VOID FORM SYSTEMS, CONCRETE FORMING AND TESTING AND INSPECTION REQUIREMENTS. REFER TO SPECIFICATIONS FOR REQUIREMENTS. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 30 2019 PERMIT CENTER MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 Ark ffim "els A R C H IT E C T SI 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: DAVID M. GOODSON, P.E. PROFESSIONAL ENGINEER RLG 1915.655 WA Serial No.35460 12001 N. CENTRAL EXPRESSWAY, SUITE 300 DALLAS. TEXAS 75243 2M739.0100 FAX 214.739.6354 SEAL/SIGNATURE STORE #: 047 PROJECT: MORPHE WESTFIELD SOUTHCENTER SPACE#1530 637 SOUTHCENTER MALL TUKWILA, WA98188 A/E PROJECT NO.: M0047 DRAWN BY: CHECKED BY: ISSUES AND REVISIONS: 100%CHECKSET 05.16.2019 LL/PERMIT /BID 05.23.2019 SHEET TITLE: GENERAL NOTES STATEMENT OF SPECIAL INSPECTIONS FOR STRUCTURAL ELEMENTS INSTRUCTIONS INSPECTION OF FABRICATORS 1. WHERE FABRICATION OF STRUCTURAL, LOAD -BEARING OR LATERAL LOAD -RESISTING MEMBERS OR ASSEMBLIES IS BEING CONDUCTED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTIONS OF THE FABRICATED ITEMS SHALL BE PERFORMED DURING FABRICATION, 2. SPECIAL INSPECTIONS DURING FABRICATION ARE NOT REQUIRED WHERE THE FABRICATOR MAINTAINS APPROVED DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR CONTROL OF THE WORKMANSHIP AND THE FABRICATOR'S ABILITY TO CONFORM TO APPROVED CONSTRUCTION DOCUMENTS AND THIS CODE.APPROVAL SHALL BE BASED UPON REVIEW OF FABRICATION AND QUALITY CONTROL PROCEDURES AND PERIODIC INSPECTION OF FABRICATION PRACTICES BY THE BUILDING OFFICIAL, 3. SPECIAL INSPECTIONS DURING FABRICATION ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVAL SHALL BE BASED UPON REVIEW OF THE FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC AUDITING OF FABRICATION PRACTICES BY AN APPROVED AGENCY. AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE OWNER OR THE OWNER'S AUTHORIZED AGENT FOR SUBMITTAL TO THE BUILDING OFFICIAL AS SPECIFIED IN SECTION 1704.5 STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DUCUMENTS REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION 1. SPECIAL INSPECTIONS FOR STEEL ELEMENTS OF THE BUILDINGS AND STRUCTURES SHALL BE AS REQUIRED IN THE FOLLOWING TABLE. 2_ SPECIAL INSPECTION FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION REQUIREMENTS OF IBC 1705.2 AND AISC 360 W = U z 0 O 0 REFERENCED VERIFICATION AND INSPECTION STANDARD IBC REFERENCE Z C)z w a a a- 4 1- INSPECTION OF WELDING a. INSPECTION PRIOR TO WELDING AWS 01.11 D1.1M IBC 1705 2 X RISC: TABLE N5.4-1 b. INSPECTION DURING WELDING AWS D1.11 DlAM LBO 1705.2 X AISC: TABLE Ni c. INSPECTIONAFTER WELDING AWS D1.1l DIAM IBC 1705 .2 X AISC. TABLE N5.4-3 2. INSPECTION OF BOLTING a. INSPECTION PRIOR TO BOLTING IBC 1705.2 X - AISC TABLE 1\15.6-1 b. INSPECTION DURING BOLTING IBC 1705.2 X - AISC: TABLE N5.6-2 c. INSPECTION AFTER BOLTING IBC 1705.2 X - AISC: TABLE N5.6-3 INSPECTION OF STEEL- ELEMENTS OF COMPOSITE IBC 1705.22 3 CONSTRUCTION X AISC. TABLE W.1 BC 1705.3A. IBC 5- REINFORCING STEEL. X AWS D1.4 1705.3.2 AG 318: CH. 19,20 REQUIRED VERIFICATION AND INSPECTION OF LIGHT GAUGE METAL FRAMING 71, SPECIAL INSPECTIONS FOR LIGHT GAUGE METAL FRAMING CONSTRUCTION SHALL BE AS REQUIRED IN THE FOLLOWING TABLE. w 0 G REFERENCEDIBC CATION AND INSPECTION VERIFICATION z FE FE B z STANDARD REFERENCE z 0 w IL Q. E O 1. SPECIAL INSPECTIONS OF THE FABRICATION PROCESS OF PREFABRICATED LIGHT GAUGE X METAL STRUCTURAL ELEMENTS ANDASSEMBLIES 2. SHEAR WALLS, FLOOR DIAPHRAGMS, AND ROOF DIAPHRAGMS: X a. THE SPECIAL INSPECTOR SHALL INSPECT THE WOOD OR GYPSUM PANEL SHEATHING TO ASCERTAIN WHETHER IT IS OF THE GRADE X AND THICKNESS SHOWN ON THE APPROVED BUILDING PANS. APPROVED CONSTRUCTION DOCUNENTS 1705.2A b. THE SPECIAL INSPECTOR SHALL VERIFY THE NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL EDGES, THE NAIL OR STAPLE DIAMETER AND LENGTH, THE NUMBER OF FASTENER LINES AND THAT SPACING X BETWEEN FASTENERS IN EACH LINE ANo AT EDGE MARGINS AGREES WITH THE APPROVED BUILDING PANS. 3. THE SPECIAL INSPECTOR SHALL VERIFY STUD, BEAM, AND POST S V E, GAUGE AND ORIENTATION. X STATEMENT OF SPECIAL INSPECTIONS 1. INFORMATION ON THIS SHEET IS BEING SUBMITTED IN ACCORDANCE WITH THE SPECIAL INSPECTIONS PROVISIONS OF THE 2015 INTERNATIONAL BUILDING CODE. THIS INFORMATION CONSTITUTES THE SCHEDULE OF SPECIAL INSPECTIONS (SSI) REQUIRED FOR THIS PROJECT. 2. THE OWNER OR THE OWNER'S AUTHORIZED AGENT, OTHER THAN THE CONTRACTOR, SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PROVIDE SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED HEREIN. 3. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 4. THE SPECIAL INSPECTOR SHALL FULLFILL THE FOLLOWING REPORT REQUIREMENTS: a. SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. b. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE OWNER, THE GENERAL CONTRACTOR, THE STRUCTURAL ENGINEER, AND THE ARCHITECT. IN ADDITION, REPORTS RELATED TO GEOTECHNICAL ISSUES SHALL BE DISTRIBUTED TO THE GEOTECHNICAL ENGINEER. WHEN TESTS OR INSPECTIONS INDICATE THAT THE WORK DOES NOT COMPLY WITH THE CONSTRUCTION DOCUMENTS, THE SPECIAL INSPECTOR SHALL NOTIFY THE 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 DAYS OF THE EVENT DOCUMENTED. C. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. d. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. e. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WITHIN ONE BUSINESS DAY. f. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED BY THE SPECIAL INSPECTOR AT POINT IN TIME AGREED UPON BY THE PERMIT APPLICANT AND THE BUILDING OFFICIAL PRIOR TO THE START OF WORK. 9. THE SPECIAL INSPECTOR'S FINAL REPORT SHALL IDENTIFY THE FOLLOWING: 1) THE MATERIALS, SYSTEMS, COMPONENTS, AND WORK REQUIRED TO HAVE SPECIAL INSPECTION OR TESTING BY THE BUILDING OFFICIAL OR BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR EACH PORTION OF THE WORK. 2) THE TYPE AND EXTENT OF EACH SPECIAL INSPECTION. 3) THE TYPE AND EXTENT OF EACH TEST. 4) ADDITIONAL REQUIREMENTS FOR SPECIAL INSPECTION OR TESTING FOR SEISMIC OR WIND RESISTANCE AS SPECIFIED IN SECTIONS 1705.11, 1705A2 AND 1705.13, L WHERE SECTION 1705.12 OR 1705.13 SPECIFIES SPECIAL INSPECTION, TESTING OR QUALIFICATION FOR SEISMIC RESISTANCE, THE STATEMENT OF SPECIAL INSPECTIONS SHALL IDENTIFY THE DESIGNATED SEISMIC SYSTEMS AND SEISMIC FORCE -RESISTING SYSTEMS THAT ARE SUBJECT TO SPECIAL INSPECTIONS OR TESTS ii. WHERE SECTION 1705.11 SPECIFIES SPECIAL INSPECTION FOR WIND REQUIREEMENTS, THE STATEMENT OF SPECIAL INSPECTIONS SHALL IDENTIFY THE MAIN WINDFORCE-RESISTING SYSTEMS AND WIND -RESISTING COMPONENTS SUBJECT TO SPECIAL INSPECTIONS. 5) FOR EACH TYPE OF SPECIAL INSPECTION, IDENTIFICATION AS TO WETHER IT WILL BE CONTINUOUS SPECIAL INSPECTION, PERIODIC SPECIAL INSPECTION OR PERFORMED IN ACCORDANCE WITH THE NOTATION USED IN THE REFERENCED STANDARD WHERE THE INSPECTIONS ARE DEFINED. THE REPORT SHALL BE SIGNED BY THE SPECIAL INSPECTOR. 5. THE INSPECTIONS LISTED HEREIN ARE IN ADDITION TO THE INSPECTIONS TO BE PERFORMED BY THE BUILDING OFFICIAL AND LISTED IN SECTION 110 OF THE IBC. 6. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION ON QUANTITY, FREQUENCY AND DETAILED INFORMATION ON TESTING, INSPECTION AND REPORTING. 7. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL CONDUCTA PRE -CONSTRUCTION MEETING TO DISCUSS THE SPECIAL INSPECTION REQUIREMENTS WITH ALL INVOLVED PARTIES. 8. THE SPECIAL INSPECTIONS PROGRAM OUTLINED HEREIN, DOES NOT RELIEVE THE CONTRACTOR OR ANY OTHER ENTITY OF ANY CONTRACTUAL DUTIES, INCLUDING QUALITY CONTROL, QUALITY ASSURANCE, OR SAFETY, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, AND JOB SITE SAFETY. 9. THE CONTRACTOR SHALL PAY FOR ENGINEERING SERVICES REQUIRED TO INVESTIGATE AND CORRECT WORK THAT DOES NOT CONFORM TO THE PROJECT DOCUMENTS OR IS FOUND DEFICIENT OR DEFECTIVE. PERMIT APPLICANT'S RESPONSIBILITIES 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 FOR PERMIT ISSUANCE, 2. THE PERMITAPPLICANT SHALL LIST BELOW THE INDIVIDUALS, APPROVED AGENCIES OR FIRMS INTENDED TO BE RETAINED FOR CONDUCTING SUCH INSPECTIONS. a STRUCTURAL STEEL name or firm name b LIGHT GAUGE METAL FRAMING 3. THE PERMIT APPLICANT SHALL OBTAIN ALL NECESSARY SIGNATURES INCLUDING CONTRACTOR ACKNOWLEDGEMENT OF SPECIAL INSPECTION REQUIREMENTS. CONTRACTOR'S ACKNOWLEDGEMENT OF RESPONSIBILITY FOR IMPLEMENTATION OF THE SPECIAL INSPECTIONS PLAN 1. AS PART OF THE SUBMITTAL FOR BUILDING PERMIT, THE GENERAL CONTRACTOR SHALL COMPLETE THE FOLLOWING FORM AS A WRITTEN STATEMENT OF RESPONSIBILITY. a. AS THE GENERAL CONTACTOR, WE ARE AWARE OF THE REQUIREMENTS FOR SPECIAL INSPECTIONS AS LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS. b. AS GENERAL CONTRACTOR, WE ACKNOWLEDGE THAT CONTROL MUST BE EXERCISED BY OUR ORGAINIZA11ON TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL. WE ACKNOWLEDGE OUR RESPONSIBILITY TO DISTRIBUTE UP TO DATE DOCUMENTS, INCLUDING PLANS, SPECIFICATIONS, ADDENDA, CHANGE ORDERS, RESPONSES TO 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: Position within Firm 2, THE GENERAL CONTRACTOR ACKNOWLEDGES OUR RESPONSIBLITIES AS STATED ABOVE. PositiontOffice w ithin Firm IEWED FOR COMPLIANCE JUN 2 S 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 30 2019 PERMIT CENTER MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 &"els A R C H IT E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: DAVID M. GOODSON, P.E. PROFESSIONAL ENGINEER RLG 1915,655 WA Serial No.35460 12001 N. CENTRAL EXPRESSWAY, SUITE 300 OALLAS, TEXAS 75243 214.739.8100 FAX 214.739.6354 SEAL/SIGNATURE STORE #: 047 PROJECT: WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA98188 A/E PROJECT NO.: DRAWN BY: CHECKED BY: ISSUES AND REVISIONS: M0047 I j 100% CHECKSET LL J PERMIT/ BID 05.16.2019 05.23.2019 I I I i SHEET TITLE: SPECIAL INSPECTIONS S-002 m 30'-0" (PER LL. BASE BUILDING DWGS) V.I.F. 28'-8" (PER LL. BASE BUILDING DWGS) V.LF. 30'-0" (PER LL. BASE BUILDING DWGS) V.I.F. 4V-V (PER LL. BASE BUILDING DWGS) W.F. (? 01 UPPER LEVEL PLAN SCALE: 1/4"= 11-01' I 15'-0" (PER LL. BASE BUILDING DWGS) W.F. V-6 3/8" (E) V.I.F. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2019 City of Tukwila BUILDING DIVISION .MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 • A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 65116 651.690.5525 www.finn-daniels.com CONSULTANTS: DAVD"M. GOODSON, P.E. p ONAL ENGINEER RLG 1915,655 WA Serial No.35460 12001 N. CENTRAL EXPRESSWAY. SUITE 300 QAUS. TEXAS 75243 739.8100 FAX 214.739.5354 SEAL/SIGNATURE STORE #: 047 PROJECT: MORPHE WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TU KWI LA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: CHECKED BY: ISSUES AND REVISIONS: 100% CHECKtET 05.16.2019 LL/PERMIT/BID 05.23.2019 !q (t:) tUINU ZILAU Ul' METAL DECK A=AnU WALL OTHn TO DnCT TI X-U PAF @ 12" OC ?SCREWS PLAN VIEW 362S1 62-33 @ 16 362S1 62-33 @ 32 1 1/2" TYP ORIENT BASE PL TO FIT WITHIN ARCH FINISH 0 0 ifl ATTACH HOR12 4D ] HSS W/ 2- # 12, 0 Oil 3 SIDES > -7j PL 5/8x8x10" W/ 4- 1/2" DIA SHEATH VERT 1/4 A HILTI HDI+ DROP -IN ANCHORS 5/8" GYP BID TC STUD AS INDIC 02 PROVIDE 3- # E @ EA STUD TC CONNX-TYP 1/4 CAP PL ATTACH HORIZ STUD TO POST W/ 2-NO 12 SCREWS TO TOP OF BEAM TYP > 3/16 W/ 1-NO 12 SCREW 0- PL 3/8x6x1'-2" EA SIDE L3x3x1/4x0'-3" 2-HILTI X-U PAF (E) CONG SLAB ON DECK @ 32" OC IERTITRACK VT OR EQUIVALENT. ATTACH TO STRUCTURE W/ 2 HILTI X-U PAF @ 18" OC MAX VIRTICLIP SLID W/ 3" SLOTS W/ 2 - NO 8 SCREWS TO STUD 04 01 PROVIDE DEEP LEG TRACK SECTION AT STOREFRONT .A M MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 -KNEAD A aels A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690,5525 www.finn-daniels.com CONSULTANTS: 32" OC DAVID M. GOODSON, P.E. PROFESSIONAL ENGINEER RLG 1915.655 WA Serial No.35460 12001 N. CENTRAL EXPRESSWAY, SUITE 300 DALLAS, TEXAS 75243 214 739.8100 FAX 214.739,6354 )S TO MISS riONS COORD REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2019 City of Tukwila BUILDING DIVISION SEAL/SIGNATURE M. GOO V WAs --- — — --- ---------- ---- --_- STORE #: 047 PROJECT: MORPHE WESTFIELD SOLITHICENTER SPACE#1530 637 SOUTHCENTER MALL TU KWI LA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: CHECKED BY: ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL PERMIT BID 05.23,2019 MECHANICAL AND PLUMBING SPECIFICATIONS SECTION 15010 - GENERAL REQUIREMENTS A. GENERAL 1. SPECIFICATIONS ARE APPLICABLE TO ALL CONTRACTORS AND/OR SUBCONTRACTORS FOR MECHANICAL SYSTEMS. 2. CHECK OTHER PLANS AND SPECIFICATIONS AND FULLY COORDINATE WITH OTHER TRADES, OWNER AND ARCHITECT REQUIREMENTS. 3. CONFORM TO ALL GENERAL AND SPECIAL CONDITIONS OF CONTRACT AS SPECIFIED BY ARCHITECT AND/OR OWNER, 4, VISIT SITE, CHECK FACILITIES AND CONDITIONS AND MAKE ALL NECESSARY OBSERVATIONS AND MEASUREMENTS, NOTE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED AND TAKE ALL ITEMS INTO CONSIDERATION IN BID. 5. SYSTEMS ARE TO BE COMPLETE AND WORKABLE IN ALL RESPECTS, PLACED IN OPERATION AND PROPERLY ADJUSTED. 6, EACH CONTRACTOR SHALL PROVIDE FOR HIS OWN CLEAN-UP, REMOVAL AND LEGAL DISPOSAL OF ALL RUBBISH DAILY. 7, CONTRACTOR SHALL PROTECT HIS WORK, HIS EXISTING AND ADJACENT PROPERTY AGAINST WEATHER. 8. CONTRACTOR TO PROTECT HIS WORK, MATERIALS, APPARATUS AND FIXTURES FROM DAMAGE. ANY WORK DAMAGED BY FAILURE TO PROVIDE PROTECTION REQUIRED, SHALL BE REMOVED AND REPLACED WITH NEW MATERIAL AT THE CONTRACTOR'S EXPENSE. 9. CONTRACTOR MUST CONFIRM ALL UTILITY COMPANY REQUIREMENTS AND CONNECTION POINTS IN FIELD, PRIOR TO STARTING WORK. 10. ARRANGE FOR AND OBTAIN OWNER'S AND INSURANCE REPRESENTATIVE'S PERMISSION FOR ANY SERVICE SHUTDOWNS. 11, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, SEQUENCES OF CONSTRUCTION AND THE SAFETY OF WORKMEN. 12, NO PIPING, DUCTWORK, WIRING, ETC., SHALL BE INSTALLED OR ROUTED ABOVE ELECTRICAL PANELS AND EQUIPMENT, 13, THE MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL CONTRACTOR AND OBTAIN A WRITTEN APPROVAL IDENTIFYING THE ELECTRICAL CHARACTERISTICS OF ALL MECHANICAL EQUIPMENT PRIOR TO ORDERING OF EQUIPMENT. NO ADDITIONAL PAYMENT WILL BE MADE FOR LACK OF CONTRACTOR COORDINATION OF ELECTRICAL CHARACTERISTICS. 14. DURING CONSTRUCTION THE CONTRACTOR MAY UNCOVER AN EXISTING CONDITION THAT WILL HAVE TO BE MODIFIED. ANY SUCH WORK WHICH COMES UNDER THE JURISDICTION OF THIS CONTRACTOR SHALL BE DONE BY THIS CONTRACTOR WITHOUT EXTRA COST TO THE OWNER, AS THOUGH FULLY DETAILED ON PLANS AND/OR DESCRIBED IN THE SPECIFICATIONS. 15. WORK RELATED TO THE EXISTING BUILDING SHALL BE COORDINATED TO MINIMIZE INTERFERENCE OR INTERRUPTION OF NORMAL BUILDING USE BY OWNER. REFER TO ARCHITECTURAL PLANS FOR PHASING REQUIREMENTS. B. CODES, PERMITS, STANDARDS AND REGULATIONS 1. CONFORM TO ALL APPLICABLE CODES (LOCAL, STATE, NATIONAL CODES, NFPA, OSHA, ETC.), GOVERNMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND APPLICABLE STANDARDS. 2. OBTAIN PERMITS AND PAY ALL FEES. ARRANGE FOR ALL REQUIRED INSPECTIONS AND APPROVALS. C. RELATED WORK SPECIFIED ELSEWHERE 1. OPENINGS AND CHASES, WHEN SHOWN ON ARCHITECTURAL DRAWINGS. 2. TEMPORARY WATER SERVICE, SANITARY FACILITIES, FIRE PROTECTION AND HEATING DURING CONSTRUCTION. 1 POURED -IN -PLACE CONCRETE, 4, FINISHED PAINTING. 5. ELECTRIC POWER WIRING. D, DRAWINGS 1. THE SYSTEMS AS SHOWN ON MECHANICAL DRAWINGS ARE DIAGRAMMATIC. CONFIRM ALL DIMENSIONS BY FIELD MEASUREMENT, 2. THE EXACT LOCATIONS FOR FIXTURES, EQUIPMENT AND PIPING WHICH IS NOT COVERED BY DRAWINGS, SHALL BE OBTAINED FROM THE ARCHITECT OR HIS REPRESENTATIVE IN THE FIELD AND THE WORK SHALL BE LAID OUT ACCORDINGLY. 3. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT ONE ANOTHER. ANY MATERIALS OR LABOR CALLED FOR IN ONE BUT NOT THE OTHER SHALL BE FURNISHED AS IF BOTH WERE MENTIONED IN THE SPECIFICATIONS AND SHOWN ON THE DRAWINGS. E. BASE EQUIPMENT, MATERIALS AND SUBSTITUTIONS 1. ALL EQUIPMENT AND MATERIALS SHALL BE NEW, FREE OF DEFECTS AND UL LABELED, 2. BASE BID MANUFACTURERS ARE INCLUDED IN THE SPECIFICATION OR LISTED IN SCHEDULES ON THE DRAWINGS. ALL OTHER MANUFACTURERS ARE CONSIDERED SUBSTITUTION. 3. THE NAME OR MAKE OF ANY ARTICLE, DEVICE, MATERIAL, FORM OF CONSTRUCTION, FIXTURE, ETC., STATED IN THIS SPECIFICATION, WHETHER OR NOT THE WORDS "OR APPROVED EQUAL" ARE USED, SHALL BE KNOWN AS A "STANDARD", 4. ALL PROPOSALS SHALL BE BASED ON "STANDARDS" SPECIFIED. 5. THE EQUIPMENT SCHEDULES ON THE DRAWINGS INDICATE MANUFACTURERS EQUIPMENT MODEL NUMBERS THAT THIS DESIGN HAS BEEN BASED ON, THE USE OF OTHER MANUFACTURER'S EQUIPMENT THAT IS LISTED AS ACCEPTABLE ALTERNATES THAT ENTAILS GENERAL TRADES, STRUCTURAL, MECHANICAL, ELECTRICAL, ETC., REVISIONS IS THIS CONTRACTOR'S RESPONSIBILITY. ANY ADDITIONAL COST OF SUCH CHANGES SHALL BE PAID BY THE CONTRACTOR SUBMITTING THE ACCEPTABLE ALTERNATES WHICH NECESSITATES CHANGES IN INSTALLING SUCH SUBMITTED ALTERNATE EQUIPMENT, EVEN THOUGH SUCH COSTS MAY BE PART OF ANOTHER DIVISION OF WORK, 6. SUBSTITUTIONS ARE SUBJECT TO THE APPROVAL OF THE OWNER. IF A SUBSTITUTION IS SUBMITTED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO EVALUATE IT AND CERTIFY THAT THE SUBSTITUTION IS EQUIVALENT IN ALL RESPECTS TO THE BASE SPECIFICATIONS. 7. IF SUBSTITUTIONS ARE APPROVED, NOTIFY ALL OTHER CONTRACTORS, SUBCONTRACTORS, ETC., AFFECTED BY THE SUBSTITUTION AND FULLY COORDINATE WITH THEM, ANY COSTS RESULTING FROM SUBSTITUTION, WHETHER BY THIS CONTRACTOR OR OTHERS, SHALL BE THE RESPONSIBILITY OF AND PAID FOR BY THE SUBSTITUTING CONTRACTOR. APPROVED SHOP DRAWINGS DO NOT ABSOLVE THIS CONTRACTOR FROM THIS RESPONSIBILITY. 8. ALL EQUIPMENT SHALL BE INSTALLED IN FULL ACCORDANCE WITH THE MANUFACTURER'S DATA AND INSTALLATION INSTRUCTIONS. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO CHECK AND CONFORM THESE REQUIREMENTS PRIOR TO STARTING WORK. F. WARRANTY 1. FULLY WARRANT ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE. 2. EXTEND ALL MANUFACTURER'S WARRANTIES TO OWNER, INCLUDING FIVE (5) YEAR COMPRESSOR AND TEN (10) YEAR HEAT EXCHANGER EXTENDED WARRANTY ON HVAC EQUIPMENT. 3. REPAIR OR REPLACE WITHOUT CHARGE TO THE OWNER ALL ITEMS FOUND DEFECTIVE DURING THE WARRANTY PERIOD, IN THE CASE OF REPLACEMENT OR REPAIR DUE TO FAILURE WITHIN THE WARRANTY PERIOD, THE WARRANTY ON THAT PORTION OF THE WORK SHALL BE EXTENDED FOR A MINIMUM PERIOD OF ONE (1) YEAR FROM THE DATE OF SUCH REPLACEMENT OR REPAIR. G. SHOP DRAWING SUBMITTALS 1. SUBMIT SHOP DRAWINGS FOR MECHANICAL, PLUMBING AND FIRE PROTECTION SYSTEMS, INCLUDING BUT NOT LIMITED TO SHEETMETAL, PLUMBING FIXTURES AND EQUIPMENT WITH ADEQUATE DETAILS AND SCALES TO CLEARLY SHOW CONSTRUCTION. INDICATE THE OPERATING CHARACTERISTICS FOR EACH REQUIRED ITEM. CLEARLY IDENTIFY EACH ITEM ON THE SUBMITTAL AS TO MARK, LOCATION AND USE, USING THE SAME IDENTIFICATION AS PROVIDED ON THE CONSTRUCTION DOCUMENTS. 2. SHEETMETALAND FIRE PROTECTION DRAWINGS SHALL BE FULLY DIMENSIONED AND COORDINATED BASED ON FIELD VERIFIED BUILDING CLEARANCES AND ARCHITECTURAL CEILING LAYOUTS. INDICATE STRUCTURAL, LIGHTING, DUCTWORK AND PIPING AT ALL CRITICAL LOCATIONS. 3. CONTRACTOR SHALL REVIEW AND INDICATE HIS APPROVAL OF EACH SHOP DRAWING PRIOR TO SUBMITTAL FOR REVIEW. SHOP DRAWINGS WILL NOT BE REVIEWED BY THE ENGINEER UNLESS THE CONTRACTOR'S APPROVAL IS NOTED. DO NOT START WORK OR FABRICATION UNTIL SHOP DRAWINGS HAVE BEEN REVIEWED BY THE ENGINEER AND RETURNED TO THE CONTRACTOR. 4. SUBMITTALS WILL BE REVIEWED ONLY FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS AND NOT FOR DIMENSIONS OR QUANTITIES, THE SUBMITTAL REVIEW SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR PURCHASE OF ANY ITEM IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS OR ITS COMPLETE AND PROPER INSTALLATION. 5. WHERE SUBMITTALS VARY FROM THE CONTRACT REQUIREMENTS, THE CONTRACTOR SHALL CLEARLY INDICATE ON SUBMITTAL OR ACCOMPANYING DOCUMENTS THE NATURE AND REASON FOR THE VARIATIONS. 6. EACH MANUFACTURER OR HIS REPRESENTATIVE MUST CHECK THE APPLICATION OF HIS EQUIPMENT AND CERTIFY AT TIME OF SHOP DRAWING SUBMITTAL THAT THE EQUIPMENT SPECIFIED HAS BEEN PROPERLY APPLIED AND CAN BE INSTALLED, SERVICED AND MAINTAINED WHERE INDICATED ON THE DRAWINGS, ADVISE ENGINEER IN WRITING WITH SUBMITTAL DRAWINGS OF ANY POTENTIAL PROBLEMS. THE MANUFACTURER SHALL BE RESPONSIBLE FOR ANY CHANGES THAT MIGHT BE NECESSARY BECAUSE OF PHYSICAL CHARACTERISTICS OF EQUIPMENT THAT HAVE NOT BEEN CALLED TO THE ENGINEER'S ATTENTION AT THE TIME OF SUBMITTAL. B. RECORD DRAWINGS 1. EACH CONTRACTOR OR SUBCONTRACTOR SHALL KEEP ONE (1) COMPLETE SET OF THE CONTRACT DRAWINGS ON THE JOB SITE ON WHICH HE SHALL REGULARLY RECORD ANY DEVIATIONS OR CHANGES FROM SUCH CONTRACT DRAWINGS MADE DURING CONSTRUCTION. 2. THESE DRAWINGS SHALL RECORD THE INSTALLED LOCATION OF ALL CONCEALED EQUIPMENT, PIPING, ELECTRIC SERVICE, SEWERS, WASTES, VENTS, DUCTS, CONDUIT, ETC., BY MEASURE DIMENSIONS TO EACH SUCH ITEM FROM COLUMN CENTERLINES OR READILY IDENTIFIABLE AND ACCESSIBLE WALLS OR CORNERS OF THE BUILDING. PLANS ALSO SHALL SHOW INVERT ELEVATION OF SEWERS AND TOP ELEVATION OF ALL OTHER BELOW -GRADE LINES. 3. RECORD DRAWINGS SHALL BE KEPT CLEAN AND UNDAMAGED AND SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN RECORDING DEVIATIONS FROM WORKING DRAWINGS AND EXACT LOCATIONS OF CONCEALED WORK. AFTER THE PROJECT IS COMPLETED, THESE DRAWINGS SHALL BE DELIVERED TO THE ARCHITECT IN GOOD CONDITION, AS A PERMANENT RECORD OF THE INSTALLATION AS ACTUALLY CONSTRUCTED, SECTION 15050 - BASIC MATERIALS AND METHODS A. GENERAL 1. PROVIDE ALL MATERIALS, LABOR, EQUIPMENT, AND ACCESSORIES REQUIRED TO FURNISH AND INSTALL THE MECHANICAL ITEMS IDENTIFIED IN THIS SECTION. 2. THIS SECTION INCLUDES BASIC MECHANICAL MATERIALS AND METHODS TO COMPLEMENT OTHER DIVISION 15 SECTIONS IN THIS SPECIFICATION AND REQUIREMENTS INDICATED ON THE MECHANICAL DRAWINGS. B. EXCAVATION AND BACKFILL 1. PERFORM ALL EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF BELOW -GRADE PIPING, 2. EXCAVATE AS REQUIRED TO INSTALL PIPING AT REQUIRED DEPTH AND PITCH. PIPE TO BE LAID ON SAND BEDDING TO GIVE UNIFORM BEARING ALONG LENGTH OF PIPE (SAND INSIDE BUILDING AND INTERLOCKING AGGREGATE OUTSIDE BUILDING). 3. BACKFILL WITH BEDDING MATERIAL TO A MINIMUM OF TWELVE (12) INCHES ABOVE TOP OF PIPE AND COMPACT. BALANCE OF BACKFILL IN INDOOR GRASS AREAS SHALL BE CLEAN EARTH UP TO SIX (6) INCHES ABOVE SURROUNDING GRADES. BACKFILL BELOW FINISHED FLOORS SHALL BE SAND, AND OUTDOORS UNDER PAVING SHALL BE INTERLOCKING AGGREGATE AND BACKFILL SHALL BE COMPACTED IN MAXIMUM TWELVE (12) INCH LAYERS. 4. ALL OTHER EXCAVATIONS SHALL BE BACKFILLED WITH CLEAN EARTH, EXCLUDING RUBBISH AND BOULDERS, BACKFILL SHALL BE THOROUGHLY TAMPED AND PUDDLED, 5. PATCH FLOOR TO MATCH EXISTING ADJACENT SURFACES. C, SUPPORTS AND HANGERS 1, HANGERS AND SUPPORTS ARE TO BE PROVIDED TO PROPERLY SUPPORT, SECURE AND ALIGN PIPING AND TO MEET FIELD CONDITIONS AND AS MANUFACTURED BY GRINNELL OR MICHIGAN. 2. SPACING TO COMPLY WITH ASHRAE STANDARDS AND LOCAL CODE REQUIREMENTS. D. ESCUTCHEONS 1, FIT ALL PIPE PASSING THROUGH WALLS, FLOORS OR CEILINGS IN FINISHED ROOMS WITH STEEL OR BRASS ESCUTCHEONS, WHERE SURFACE IS TO RECEIVE A PAINT FINISH MAKE ESCUTCHEONS PRIME PAINTED; OTHERWISE MAKE ESCUTCHEONS NICKEL OR CHROME PLATED. WHERE PIPING IS INSULATED, FIT ESCUTCHEONS OUTSIDE INSULATION, E. PIPE IDENTIFICATION 1. IDENTIFY EACH PIPE, VALVE IN EQUIPMENT ROOMS, ABOVE ACCESSIBLE CEILINGS AND IN ACCESSIBLE SHAFTS. 2. COLOR CODE IDENTIFICATION BANDS OR MARKER BACKGROUNDS TO IDENTIFY CONTENTS OF PIPE AND DIRECTION OF FLOW LOCATED NEAR EACH VALVE AND FITTING, ON BOTH SIDES OF PIPE PASSING THROUGH WALLS AND ON LONG RUNS AT NOT OVER 20 FOOT INTERVALS. F. ACCESS PANELS 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL REQUIRED ACCESS PANELS NECESSARY FOR HIS WORK, THIS INCLUDES ANY ACCESS PANELS REQUIRED FOR HVAC, PLUMBING AND FIRE PROTECTION. CONTRACTOR SHALL ALSO PROVIDE ACCESS PANELS FOR ANY EXISTING CONDITIONS AS REQUIRED. Z REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR TYPE OF ACCESS PANEL AND COORDINATE LOCATIONS PRIOR TO ANY WORK. G. FIRESTOPPING 1. ALL OPENINGS THROUGH FIRE RATED WALLS, FLOORS, AND/OR ROOFS FOR DUCTWORK, PIPING, ETC., SHALL BE FIRE SEALED WITH CALCIUM SALICATE, SILICONE "RTV" FOAM,1W FIRE RATED SEALANTS, HILTI FIRETOP SYSTEMS, OR APPROVED EQUAL TO MAINTAIN THE INTENDED FIRE RATING AND ASSOCIATED UL RATINGS. H. CUTTING, PATCHING AND DRILLING 1. ALL CUTTING AND PATCHING OF THE BUILDING CONSTRUCTION REQUIRED FOR THIS WORK SHALL BE BY THIS CONTRACTOR UNLESS SHOWN ON ARCHITECTURAL DRAWINGS AND CONFIRMED AS TO SIZE AND LOCATION PRIOR TO NEW CONSTRUCTION. CUTTING SHALL BE IN A NEAT AND WORKMANLIKE MANNER. 2. NEATLY SAW CUT ALL RECTANGULAR OPENINGS, SET SLEEVE THROUGH OPENING, AND FINISH PATCH OR PROVIDE TRIM FLANGE AROUND OPENING. 3. NEATLY SAW CUT FLOORS AND PATCH FLOOR TO MATCH EXISTING, INCLUDING FLOOR COVERING. 4. CONTRACTOR SHALL FIELD VERIFY SLAB -ON -GRADE OR SUPPORTED FLOOR CONSTRUCTION TYPE PRIOR TO CUTTING. UNDER NO CIRCUMSTANCES SHALL THIS CONTRACTOR CUT A STRUCTURAL FLOOR SLAB, WHETHER ON GRADE OR SUPPORTED, WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. IF FLOOR SLAB INDICATED TO BE CUT ON MECHANICAL PLANS IS FOUND TO BE STRUCTURAL IN NATURE, DO NOT CUT. CONTACT ARCHITECT IMMEDIATELY FOR FURTHER DIRECTIONS, 5. CORE DRILL AND SLEEVE ALL ROUND OPENINGS. 6. DO NOT CUT ANY STRUCTURAL COMPONENTS WITHOUT ARCHITECT'S WRITTEN APPROVAL, INCLUDING, BUT NOT LIMITED TO ROOF JOISTS, COLUMNS, FLOOR JOISTS, BEAMS, GIRDERS, STRUCTURAL FLOOR SLABS, ETC. 7. PATCH AND FINISH TO MATCH ADJACENT AREAS THAT HAVE BEEN CUT, DAMAGED OR MODIFIED AS A RESULT OF THE INSTALLATION OF THE MECHANICAL SYSTEMS. FIRE STOP ALL PENETRATIONS OF FIRE RATED CONSTRUCTION IN A CODE APPROVED MANNER. B. ALL CONTRACTORS SHALL CONFIRM WITH OWNER, PRIOR TO BID, TIMES AVAILABLE FOR NOISE PRODUCING WORK SUCH AS CUTTING AND CORE DRILLING OF FLOORS, WALLS, ETC., AS WELL AS TIMES FOR WORK WHICH REQUIRES ACCESS INTO ADJOINING TENANT SPACES. INCLUDE ANY PREMIUM TIME IN BID. 9. EXACT LOCATION OF ROOF TOP AIR CONDITIONING UNITS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL SUPPLEMENTAL SUPPORT STEEL FOR EQUIPMENT AND ROOF PENETRATIONS AFTER APPROVAL OF STRUCTURAL ENGINEER, 10, THE MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR PRIOR TO CONSTRUCTION. THE MECHANICAL CONTRACTOR SHALL PROVIDE INFORMATION REGARDING OPENINGS IN WALLS, FLOORS, ETC., CONCRETE EQUIPMENT PADS AND FOUNDATIONS TO THE GENERAL CONTRACTOR. IF THE MECHANICAL CONTRACTOR FAILS TO COMPLY WITH THIS REQUEST, OR IF INCORRECT INFORMATION IS GIVEN, THE NECESSARY CUTTING AND PATCHING WILL BE PERFORMED BY THE GENERAL CONTRACTOR, AT THE MECHANICAL CONTRACTOR'S EXPENSE. I. DEMOLITION AND REMOVAL 1. DISCONNECT, CAP AND REMOVE ALL PIPING, DUCTWORK AND EQUIPMENT INDICATED ON THE DRAWINGS OR AS REQUIRED FOR THE PROJECT. 2. ANY EQUIPMENT DESIGNATED BY OWNER TO BE SALVAGED SHALL BE PROTECTED AND DELIVERED TO THE OWNER ON SITE. 3. DEMOLITION SHALL BE DONE IN A MANNER SO AS NOT TO DAMAGE ADJACENT WORK AND NOT AFFECT THE OPERATION OF SYSTEMS TO REMAIN IN USE, ANY ITEM TO REMAIN THAT IS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AND/OR REPAIRED AT THE CONTRACTOR'S EXPENSE. 4. ALL OPEN ENDED PIPING AND DUCTWORK THAT IS TO REMAIN SHALL BE CAPPED AND PROPERLY SECURED, 5. ALL ELECTRICAL DEVICES, WIRING, CONDUIT, ETC., RELATED TO DEMOLISHED EQUIPMENT/SYSTEMS SHALL BE REMOVED. WIRING SHALL BE DISCONNECTED AT CIRCUIT BREAKERS, REMOVED AND BREAKERS MARKED "SPARE". 6. MECHANICAL CONTRACTOR SHALL REMOVE AND RECLAIM ANY REFRIGERANT IN EXISTING SYSTEMS PRIOR TO DEMOLITION OF ANY EQUIPMENT ACCORDING TO FEDERAL REQUIREMENTS. 7. ALL ASBESTOS REMOVAL WILL BE HANDLED BY THE OWNER AND IS NOT A PART OF THIS WORK. 8. EXAMINE AREAS AND CONDITIONS UNDER WHICH DEMOLITION WORK MUST BE PERFORMED, THIS CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES PERFORMING DEMOLITION WORK AND/OR DEMOLITION WORK PERFORMED BY THE OWNER. 9, REMOVE ALL SUPPORTS, HANGERS, ETC., RELATED TO EQUIPMENT AND MATERIAL INDICATED TO BE DEMOLISHED, 10. WHERE TEMPERATURE CONTROLS ARE INDICATED FOR DEMOLITION, RETAIN THE SERVICES OF A TEMPERATURE CONTROL CONTRACTOR TO PERFORM SUCH DEMOLITION. SECTION 15100 - INSULATION A. GENERAL 1. FURNISH ALL MATERIAL, LABOR AND EQUIPMENT AS REQUIRED TO INSTALL COMPLETE PLUMBING AND HVAC INSULATION AS INDICATED ON MECHANICAL DRAWINGS AND IN THESE SPECIFICATIONS. 2. INSTALL IN FULL ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. PLUMBING INSULATION (AS MANUFACTURED BY OWENS CORNING, KNAUF OR SCHULLER) 1. INSULATE ALL ABOVE GRADE HOT AND COLD WATER PIPING WITH MOLDED FIBERGLASS HAVING AN ALL SERVICE JACKET, B.A. INSULATION THICKNESS SCHEDULE: 1.1.A. LESS THAN (<)1.1/2" DIAMETER PIPE: 3/4" THICK. 1A.B. 1-1/2'-B" DIAMETER PIPE: 1" THICK. 2. INCLUDE INSULATION OF FITTINGS AND VALVES. KEEP VAPOR BARRIERS INTACT. APPLY TO MANUFACTURER'S RECOMMENDATIONS. 3, HANDICAPPED LAVATORY INSULATION - INSULATE ALL EXPOSED WASTE AND WATER SUPPLY PIPING UNDER LAVATORY WITH SAFETY COVERS PER ADA REQUIREMENTS AS MANUFACTURED BY PLUMBEREX SPECIALTY PRODUCTS, MCGUIRE OR TRUEBRO. 4. REPAIR SECTIONS OF EXISTING PIPING INSULATION DAMAGED OR DAMAGED DURING THIS CONSTRUCTION PERIOD. USE INSULATION OF SAME THICKNESS AS EXISTING INSULATION, INSTALL NEW JACKET LAPPING AND SEALED OVER EXISTING. C. HVAC INSULATION (AS MANUFACTURED BY OWENS CORNING, KNAUF, SCHULLER, ARMSTRONG, OR RUBATEX) 1. INSULATE ALL UN -EXPOSED SUPPLY, RETURN, AND EXHAUST DUCTS WITH 1-1/2" THICK FOIL FACED REINFORCED KRAFT JACKET, FIBERGLASS DUCT WRAP FULLY SECURED TO DUCT. LAP AND TAPE SEAMS AND SECURE TIGHTLY TO THE DUCTS WITH WIRE OR STICK PINS, 2. ALL INSULATION TO BE APPLIED IN FULL ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND COMPLY WITH 25/50 FLAME AND SMOKE HAZARD RATINGS PER ASTM E-84, NFPA 255 AND UL 721 3. INSULATE REFRIGERANT SUCTION LINE WITH 112" ELASTOMERIC FOAM INSULATION WITH JOINTS AND SEAMS SEALED VAPOR TIGHT, 4. INSULATE AIR CONDITIONING CONDENSATE DRAIN PIPING WITH 1/2" THICK MOLDED FIBERGLASS INSULATION. 5. PROVIDE REMOVABLE INSULATION SECTIONS TO COVER PARTS OF EQUIPMENT WHICH MUST BE OPENED PERIODICALLY FOR MAINTENANCE INCLUDING METAL VESSEL COVERS, FASTENERS, FLANGES, CHILLED WATER PUMPS, FRAMES AND ACCESSORIES. 6. REPAIR DAMAGED SECTIONS OF EXISTING MECHANICAL INSULATION DAMAGED DURING THIS CONSTRUCTION PERIOD. USE INSULATION OF SAME THICKNESS AS EXISTING INSULATION, INSTALL NEW JACKET LAPPING AND SEAL OVER EXISTING. 7. REPLACE DAMAGED INSULATION WHICH CANNOT BE REPAIRED SATISFACTORILY, INCLUDING UNITS WITH VAPOR BARRIER DAMAGE AND MOISTURE SATURATED UNITS. SECTION 15200 - PIPING AND VALVES A. GENERAL 1. FURNISH ALL MATERIAL, LABOR, EQUIPMENT, AND ACCESSORIES AS REQUIRED TO INSTALL COMPLETE PLUMBING AND HVAC PIPING SYSTEMS AS INDICATED ON MECHANICAL DRAWINGS AND IN THESE SPECIFICATIONS. 2. INSTALL IN FULL ACCORDANCE WITH LOCAL CODE REQUIREMENTS, OTHER SPECIFICATION SECTION REQUIREMENTS AND MANUFACTURER'S RECOMMENDATIONS. B. CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS 1. PROVIDE VALVED WATER CONNECTION FOR EQUIPMENT FURNISHED BY OTHER CONTRACTORS OR OWNER. 2. INCLUDE ACCESSORIES REQUIRED BY CODE, DRAWING OR MANUFACTURER'S INSTRUCTIONS. C. SANITARY 1, INSTALL SANITARY, VENTS, DRAINS, ETC., AS INDICATED ON THE DRAWINGS. 2, SEWERS TO BE PITCHED A MINIMUM OF 1l4" PER FOOT FOR 3" SIZES AND UNDER AND 118" PER FOOT FOR 4" SIZES AND LARGER OR TO GRADES INDICATED ON DRAWINGS. 3. CHANGES IN DIRECTION AND BRANCH CONNECTIONS SHALL BE MADE WITH APPROVED DRAINAGE FITTINGS COMPATIBLE WITH THE PIPING SYSTEM MATERIAL IN WHICH IT IS INSTALLED. 4. INSTALL CLEANOUTS AT EACH CHANGE IN A DIRECTION OF PIPING GREATER THAN 45 DEGREES. 5. ALL FIXTURES AND SANITARY DRAINS SHALL BE VENTED AS INDICATED ON DRAWINGS AND IN ACCORDANCE WITH CODE. 6. PVC PIPING SHALL NOT BE INSTALLED UNLESS PERMITTED BY CODE AND SHALL NOT BE INSTALLED IN RETURN AIR PLENUMS. 7. SANITARY AND VENT MATERIAL SHALL BE AS FOLLOWS: TA. BELOW GRADE SANITARY T.A.A. SERVICE WEIGHT -CAST IRON PIPE ASTM A-74-82 WITH ASTM C-564-80 NEOPRENE COMPRESSION JOINTS OR NO -HUB WITH CLAMPS, 7.A.B. PVC-DWV PLASTIC ASTM D-1785 WITH ASTM D-2665 DWV SOLVENT WELD SOCKET FITTINGS. 7.6 ABOVE GRADE SANITARY AND VENT MATERIAL SHALL BE AS FOLLOWS: 73.A. NO -HUB CAST IRON PIPE CISPI 1-301-78. 7.B.B. PVC-DWV PLASTIC ASTM D-1785 WITH ASTM D-2665 DWV SOLVENT WELD SOCKET FITTINGS. T.B.C. SCH. 40 GALVANIZED STEEL PIPE ASTM A-120-83 WITH CAST IRON SCREWED FITTINGSANSI B-16.221983. D. DOMESTIC WATER PIPING 1. INSTALL DOMESTIC WATER PIPING AS INDICATED ON DRAWINGS, INCLUDE ALL FITTINGS, VALVES, HANGERS, AND OTHER ACCESSORIES INCLUDING WATER METERAND BACKFLOW PREVENTER. EXTEND DOMESTIC WATER PIPING TO ALL FIXTURES AND EQUIPMENT REQUIRED FOR COMPLETE INSTALLATION. 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 INTENDED AS MANUFACTURED BY NIBCO, CRANE OR MILWAUKEE, INCLUDE HOSE OR DRAIN VALVES AT LOW POINTS WHERE FIXTURES CANNOT BE USED FOR DRAINAGE, 3, INSTALL SHOCK ABSORBERS AT EACH QUICK CLOSING FIXTURE AND WHERE REQUIRED TO PREVENT WATER HAMMER AS MANUFACTURED BY J.R. SMITH, SIOUX CHIEF OR ZURN. 4, HANGERS ON INSULATED PIPE TO BE OUTSIDE OF INSULATION, SIZED ACCORDINGLY WITH A SUFFICIENT SADDLE TO PROTECT INSULATION AS MANUFACTURED BY GRINNELL OR MICHIGAN. 5. DOMESTIC WATER PIPING SHALL BE AS FOLLOWS: D.A. ABOVE GRADE - TYPE 1: HARD COPPER ASTM B 88-832 WITH WROUGHT COPPER FITTINGS ASTM B 16.221980 AND NON -LEAD OR ANTIMONY SOLDER JOINTS. D.B. BELOW GRADE - TYPE "K" SOFT COPPER WITHOUT JOINTS, 6. FLUSH, VENT AND SANITIZE ALL WATER PIPING WITH CHLORINE ASREQUIRED 'PER AWWA, LOCAL BUILDING DEPARTMENT AND HEALTH DEPARTMENT CODES. 7. DOMESTIC HOT AND COLD WATER PIPING UNDER CONCRETE FLOOR TO BE COVERED WITH SAND SO THAT PIPING WILL NOT BECOME EMBEDDED IN THE FLOOR SLAB. 8. ALL PIPING UNDER CONCRETE FLOOR SHALL BE TYPE "K" SOFT COPPER, CONTINUOUS. NO SPLICES OR FITTINGS WILL BE ALLOWED. 9. EXTREME CAUTION MUST BE TAKEN SO THAT NO COPPER PIPING AND INSULATION UNDER CONCRETE FLOORS BECOMES CRUSHED, CUT, SPLIT OR DEFORMED DURING THE POURING OF THE FLOOR SLAB. E. FIRE PROTECTION PIPING 1. SEE SECTION 15300, FIRE PROTECTION SYSTEMS, R FIRESTOPPING 1. SEE SECTION 15050, BASIC MATERIALS AND METHODS. SECTION 15300 - FIRE PROTECTION SYSTEMS A. GENERAL 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO INSTALL A COMPLETE FIRE PROTECTION SYSTEM FOR PROJECT. 2. ALL SPRINKLER WORK SHALL BE DONE AFTER SHOPPING CENTER HOURS. R DESIGN BASIS 1. DESIGN BASIS FOR SYSTEM SHALL BE PER NFPA 13 (LATEST EDITION) AND LOCAL CODE REQUIREMENTS. 2. SYSTEM SHALL BE HYDRAULICALLY CALCULATED AS REQUIRED BY CODE. 3. PIPE SIZES INDICATED ON DRAWING ARE APPROXIMATE AND SHALL BE VERIFIED PER THE CONTRACTOR'S HYDRAULIC CALCULATIONS. C. DRAWINGS AND CALCULATIONS 1. CONTRACTOR SHALL PREPARE SUBMITTAL DRAWINGS AND HYDRAULIC CALCULATIONS FOR SPACE IN ACCORDANCE WITH OWNER'S INSURANCE COMPANY BUILDING DEPARTMENT, AND LOCAL FIRE AUTHORITY REQUIREMENTS. 2. CONTRACTOR SHALL PERFORM A FLOW TEST DATA ON CITY WATER MAIN AND SUBMIT DATA WITH CALCULATIONS. 3. CONTRACTOR AND DESIGNER SHALL BE STATE CERTIFIED. D. PIPING 1. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 13,14 (LATEST EDITION) AND LOCAL CODE REQUIREMENTS. 2, FIRE PROTECTION PIPING SHALL BE AS FOLLOWS: D.A. INSIDE BUILDING -PIPE AND TUBING SHALL BE STEEL OR COPPER IN ACCORDANCE WITH NFPA REQUIREMENTS. D.B. PIPING SHALL MATCH EXISTING BUILDING STANDARDS. D.C. CONTRACTOR SHALLARRANGE WITH OWNERAND INSURANCE UNDERWRITER PRIOR TO SHUT DOWN OF EXISTING SYSTEMS. D.D. FLUSH ALL PIPING UPON COMPLETION OF PROJECT AND TEST PER NFPA REQUIREMENTS. D.E. NO PIPING SHALL BE INSTALLED AT LOCATIONS SUBJECT TO FREEZING. E. SPRINKLER HEADS 1. SPRINKLER HEADS SHALL BE UL LISTED, MATCH EXISTING BUILDING STANDARDS AND BE MANUFACTURED BY CENTRAL, STAR OR VIKING. 2. SPRINKLER HEADS SHALL BE AS FOLLOWS: E.A. AREAS WITH EXPOSED STRUCTURE 2.A.A. UPRIGHT - ROUGH BRASS. E.B. AREAS WITH CEILINGS 2.O.A. RECESSED PENDENT- CHROME PLATED WITH MATCHING TWO (2) PIECE, FLUSH ESCUTCHEON. 2.0.B. CONCEALED - BRASS FINISH WITH OFF-WHITE CEILING COVER PLATE, E.C. SIDEWALL- CHROME PLATED WITH OFF-WHITE, TWO (2) PIECE, SEMI -RECESSED ESCUTCHEON. 3. INSTALL HIGHER TEMPERATURE SPRINKLER HEADS WHERE REQUIRED BY CODE OR APPLICATION, 4. SUBMIT SAMPLES OF SPRINKLER HEADS TO ARCHITECT PRIOR TO FABRICATION OF ANY PIPING. F. VALVES 1. INSTALL ALL VALVES AS REQUIRED BY NFPA 13, UL OR FM LISTED AND AS MANUFACTURED BY GRINNELL, HAMMOND OR MILWAUKEE. 2. ALL SHUT-OFF VALVES SHALL BE FITTED WITH TAMPER SWITCHES BY FIRE PROTECTION CONTRACTOR AND WIRED BY ELECTRICAL CONTRACTOR. TAMPER SWITCHES SHALL BE AS MANUFACTURED BY NOTIFIER, POTTER OR VIKING. G. FIRESTOPPING 1. SEE SECTION 15050, BASIC MATERIALS AND METHODS. SECTION 15400 -PLUMBING FIXTURES AND EQUIPMENT A. GENERAL 1. FURNISH ALL FIXTURES AND EQUIPMENT INDICATED AND SCHEDULED ON DRAWINGS, COMPLETE WITH ALL ACCESSORIES, CONTROLS, ETC., AS REQUIRED. 2. INSTALL IN FULL ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND PLACE IN SATISFACTORY OPERATION. SECTION 15700 - HVAC SYSTEMS AND EQUIPMENT A. GENERAL 1. FURNISH ALL EQUIPMENT, MATERIAL, LABOR, TOOLS, ETC., FOR THE COMPLETE HVAC SYSTEM. INSTALL COMPLETE AND PLACE IN OPERATION. 2. CONTRACTORS BIDDING THIS PROJECT SHALL VISIT THIS SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THEIR WORK. SUBMISSION OF A BID ON THIS PROJECT SHALL BE CONSTRUED AS HAVING SUCH KNOWLEDGE. 3. VERIFY EXACT CONDITIONS IN FIELD AND COORDINATE WITH THESE DRAWINGS AND OTHER TRADES BEFORE BEGINNING NEW WORK. 4. DETERMINE EXACT LOCATIONS FOR ALL NEW AND RELOCATED EQUIPMENT, PIPING, CONDUITS AND DUCTWORK IN FIELD. 5. COORDINATE WORK OF THIS CONTRACT WITH OTHER TRADES, CONFLICTS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, ARCHITECT'S RESOLUTION TO CONFLICTS SHALL BE FINAL. 6. ANY DISCREPANCIES BETWEEN WHAT IS SHOWN ON DRAWINGS OR SPECIFIED AND THE ACTUAL CONDITIONS IN THE FIELD SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING, 7. BUILDING AND SURFACES DAMAGED DURING INSTALLATION SHALL BE REPAIRED, REPLACED, AND/OR RESTORED TO ORIGINAL CONDITION AFTER COMPLETION OF WORK AND BEFORE ACCEPTANCE BY OWNER. DURING CONSTRUCTION, ALL RETURN AIR DUCTWORK AND TRANSFER AIR OPENINGS SERVING NEW AND EXISTING AIR HANDLING EQUIPMENT AND/OR ADJACENT TENANT SPACES SHALL BE PROTECTED. OPENINGS WHICH NEED TO REMAIN ACTIVE SHALL BE COVERED AND PROTECTED WITH MERV 8 FILTRATION MEDIA; OPENINGS WHICH CAN REMAIN INACTIVE DURING CONSTRUCTION SHALL BE COVERED WITH PLASTIC SHEATHING AND SEALED AIR TIGHT. FILTER MEDIA SHALL BE REPLACED REGULARLY AS REQUIRED DURING CONSTRUCTION IN ORDER TO ENSURE ADEQUATE AIRFLOW THOUGH ALL REQUIRED ACTIVE OPENINGS. IN ADDITION, AT THE END OF EACH PHASE OF CONSTRUCTION AND AT THE END OF THE CONSTRUCTION PROJECT, ALL FILTRATION MEDIA WITHIN EACH PIECE OF EQUIPMENT SERVING THE SPACE SHALL BE REPLACED. B. EQUIPMENT 1. MECHANICAL CONTRACTOR TO FURNISH ALL HVAC EQUIPMENT INDICATED AND/OR SCHEDULED ON THE DRAWINGS COMPLETE WITH BASES, ISOLATORS, SUPPORTS AND OTHER REQUIRED ACCESSORIES. 2. INSTALL COMPLETE AND PLACE IN PROPER OPERATION PER MANUFACTURER'S RECOMMENDATIONS, LUBRICATE AND ADJUST AS REQUIRED, FURNISH AND INSTALL CLEAN SET OF FILTERS PRIOR TO BALANCING. 3. EQUIPMENT TO BE MAKE AND MODEL AS SCHEDULED UNLESS ALTERNATE EQUIPMENT OF EQUIVALENT QUALITY AND PERFORMANCE IS SUBMITTED AS A SUBSTITUTION PRIOR TO BIDDING, ALL SUBSTITUTION ARE SUBJECT TO ACCEPTANCE WITHOUT QUALIFICATION BY OWNER, ENGINEER AND ARCHITECT. 4. CONTRACTOR SHALL PERFORM ROUTINE SERVICE INSPECTION OF ALL EXISTING HVAC EQUIPMENT TO REMAIN. LUBRICATE BEARING, SERVICE CONTROL SYSTEMS, REPLACE FAN BELTS AND INSTALL NEW FILTERS IN EACH ROOFTOP UNIT. 5. CONTRACTOR SHALL FIELD VERIFY REFRIGERANT CHARGE AND ADD REFRIGERANT IF THE CHARGE IS LESS THAN MANUFACTURER'S SPECIFICATIONS. 6. SUBMIT SERVICE REPORT TO ANY MAJOR COMPONENT FAILURES OR MALFUNCTIONS. REPORT SHALL INCLUDE COST TO SERVICE ALL MALFUNCTIONING OR DAMAGED ITEMS LISTED. COST SHALL INCLUDE PARTS AND LABOR. EQUIPMENT SHALL BE PLACED IN FULL OPERATION WITH CONTROLS CALIBRATED UPON COMPLETION OF PROJECT. C. COOLING COIL CONDENSATE DRAINS 1. INSTALL CONDENSATE PIPING AS INDICATED ON DRAWINGS. INCLUDE ALL FITTINGS, TRAPS, HANGERS ETC. EXTEND CONDENSATE PIPING FROM ALL EQUIPMENT DRAIN PANS TO APPROVED LOCATIONS FOR COMPLETE INSTALLATION. 2. INSTALL CONDENSATE PIPING AT A UNIFORM MINIMUM SLOPE OF 1/81NCH PER FOOT. 3. CONDENSATE PIPING SHALL BE TYPE "L" HARD COPPER ASTM B 88-832 WITH WROUGHT COPPER FITTINGS ASTM B 16.221980 AND NON -LEAD OR ANTIMONY SOLDER JOINTS. 4. INSULATION - SEE SECTION "15100 INSULATION". D. SEE EQUIPMENT SCHEDULES ON MECHANICAL DRAWINGS. SECTION 15800 - AIR DISTRIBUTION SYSTEMS A. GENERAL 1. FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND ACCESSORIES REQUIRED TO INSTALL COMPLETE AIR DISTRIBUTION SYSTEMS. 2, CONTRACTORS BIDDING THIS PROJECT SHALL VISIT THIS SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITION AFFECTING THEIR WORK. SUBMISSION OF A BID ON THIS PROJECT SHALL BE CONSTRUED AS HAVING SUCH KNOWLEDGE. 3. VERIFY EXACT CONDITIONS IN FIELD AND COORDINATE WITH THESE DRAWINGS AND OTHER TRADES BEFORE BEGINNING NEW WORK. 4. DETERMINE EXACT LOCATIONS FOR ALL NEW AND RELOCATED DUCTWORK AND ACCESSORIES IN FIELD. 5. COORDINATE WORK OF THIS CONTRACT WITH OTHER TRADES. 6. ANY DISCREPANCIES BETWEEN WHAT IS SHOWN ON DRAWINGS OR SPECIFIED AND THE ACTUAL CONDITIONS IN THE FIELD SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. 7. BUILDING AND SURFACES DAMAGED DURING INSTALLATION SHALL BE REPAIRED, REPLACED, AND/OR RESTORED TO ORIGINAL CONDITION AFTER COMPLETION OF WORK AND BEFORE ACCEPTANCE BY OWNER. B. DUCTWORK 1. FABRICATE AND ERECT ALL DUCTWORK TO ASHRAE AND SMACNA STANDARDS FROM NO. 1 GALVANIZED STEEL. COMPLY WITH NFPA 90A REQUIREMENTS, 2. DUCTWORK SHALL BE SMACNA LOW PRESSURE CONSTRUCTION 2" STATIC PRESSURE RATING WITH SEAL CLASS B SEAMS AND JOINTS, 3. INCLUDE ALL ACOUSTIC, AIRFOIL SHAPED PERFORATED ALUMINUM TURNING VANES, MANUAL DAMPERS, FLEXIBLE CONNECTORS, GRILLES AND DIFFUSERS, ACOUSTIC LINING, AND OTHER SHEET METAL ACCESSORIES FOR THE PROJECT. 4, ALL BRANCH CONNECTION FITTINGS IN RECTANGULAR DUCTWORK SHALL BE 45 DEGREE TRANSITION TYPE, CONICAL FITTINGS OR SPIN -IN FITTINGS WITH INTEGRAL AIR SCOOPS. BUTT FITTINGS ARE NOT ACCEPTABLE, 5. INSTALL TWO (2) INCH DEEP SECONDARY DRAIN PAN BELOW ALL FURNACES, HOT WATER GENERATORS, AND DOMESTIC WATER HEATERS. PIPE THREE -FOURTH (314) INCH DRAIN TO MOP BASIN INDEPENDENTLY OFF ALL THE OTHER DRAINS. 6. ALL EXPOSED ROUND DUCTWORK SHALL BE SPIRAL SEAM DUCTWORK. C. DUCTACCESSORIES 1. FLEXIBLE DUCTWORK (AS MANUFACTURED BY CLEVAFLEX, FLEXMASTER OR WIREMOLD). D.A. FLEXIBLE DUCTS SHALL BE INDEPENDENTLY SUPPORTED FROM THE STRUCTURE AND CONNECTED WITH PLASTIC DRAW BANDS AND TIGHTENED. FLEXIBLE DUCTS SHALL BE LIMITED TO 48" MAXIMUM STRAIGHT LENGTH, FLEXIBLE DUCTS SHALL BE CONSTRUCTED OF 1-112" INSULATION WITH VINYL VAPOR BARRIER JACKET AND RATED AT 10" W.C. FOR SIZES THOUGH 17, UL LISTED, AND MEET 25150 FLAME AND SMOKE TEST, FLEXIBLE DUCTS ARE NOT PERMITTED IN ROOMS WITHOUT CEILING. 2. DAMPERS (AS MANUFACTURED BY RUSKIN, NAILOR OR SAFE -AIR) D.A. FABRICATE IN ACCORDANCE WITH SMACNA STANDARDS. PROVIDE END BEARINGS AND LOCKING, INDICATING QUADRANT REGULATORS. BLADE TO BE SINGLE THICKNESS WITH CONTINUOUS HINGE OR ROD. 3. BACKDRAFT DAMPERS (AS MANUFACTURED BY RUSKIN, NAILOR OR SAFE -AIR) D.A. MULTIPLE BLADE, PARALLEL TYPE DAMPER CONSTRUCTED OF GALVANIZED STEEL WITH FELT OR FLEXIBLE VINYL SEALED EDGES, BALL BEARINGS, PIVOT PIN AND ADJUSTMENT DEVICE FOR VARYING PRESSURES. 4, FIRE DAMPERS (AS MANUFACTURED BY RUSKIN, NAILOR OR SAFE -AIR) C.A. FABRICATE IN ACCORDANCE WITH NFPA 90A AND UL555. DAMPERS SHALL BE SUITABLE FOR USE IN THE VERTICAL OR HORIZONTAL POSITION AS INDICATED ON THE DRAWINGS, BE TYPE'B' WITH BLADES OUT OF AIRSTREAM, AND BE RATED FOR 1-1/2 HOURS MINIMUM (UNLESS NOTED OTHERWISE), C.B. PROVIDE DUCT MOUNTED ACCESS DOORS AT ALL FIRE DAMPER LOCATIONS. 5. ACCESS DOORS (AS MANUFACTURED BY RUSKIN, NAILOR OR SAFE -AIR) D.A. FABRICATE IN ACCORDANCE WITH SMACNA STANDARDS. DOORS TO BE FABRICATED OF GALVANIZED STEEL WITH SEALING GASKET AND QUICK LOCKING DEVICE. D.B. FOR INSULATED DUCTWORK, DOORS SHALL HAVE MINIMUM ONE (1) INCH INSULATION WITH SHEET METAL COVER. E. FIRESTOPPING 1. SEE SECTION 15050 BASIC MATERIALS AND METHODS. SECTION 15900 - HVAC INSTRUMENTATION AND CONTROLS A. GENERAL 1. FURNISH AND INSTALL COMPLETE TEMPERATURE CONTROL FOR ALL HVAC SYSTEMS. 2. PROVIDE NEW CONTROL DEVICES INCLUDING THERMOSTATS, HUMIDISTATS, DAMPER OPERATORS, MOTORS, TEMPERATURE SENSORS, STAGING RELAYS AND OTHER RELATED DEVICES FORA COMPLETE OPERATIONAL SYSTEM PER THE OPERATING SEQUENCE AND INDUSTRY STANDARDS. 3. MOUNT ALL CONTROLS FURNISHED AS ACCESSORIES TO EQUIPMENT AND PROVIDE ALL CONTROL WIRING REQUIRED FOR PROPER OPERATION. ALL WIRING SHALL BE IN CONDUIT PER N.E.C. AND LOCAL CODE REQUIREMENTS. B. SEQUENCE OF OPERATION: 1. NEW FAN -POWERED VAV TERMINAL UNITS (VAV-1, VAV-2, VAV-3) I.A. CONTROL CONTRACTOR SHALL FURNISH AND SHIP VAV TERMINAL UNIT DAMPER ACTUATORS AND DOC CONTROLLERS TO THE VAV TERMINAL UNIT MANUFACTURER FOR FACTORY INSTALLATION. CONTROL CONTRACTOR SHALL PROVIDE THE TERMINAL UNIT MANUFACTURER WITH NECESSARY WIRING AND MONITORING INSTRUCTIONS. 13. CONTROL SHALL BE THROUGH DDC UNIT CONTROL MODULES AT EACH TERMINAL UNIT, VAV COMMAND MODULE, AND WALL MOUNTED THERMOSTAT. 1.C. SUMMER CONTROL: DURING OCCUPIED HOURS, WHEN ZONE TEMPERATURE RISES ABOVE COOLING SETPOINT (74 DEGREES F, ADJUSTABLE), VAV DAMPER MODULATES AIR FLOW ABOVE MINIMUM AS REQUIRED, UP TO 100%. REHEAT COIL CONTROL VALVE SHALL BE CLOSED TO THE COIL. WHEN ZONE TEMPERATURE DROPS BELOW COOLING SETPOINT (74 DEGREES F, ADJUSTABLE), VAV DAMPER MODULATES AIR FLOW DOWN TO MINIMUM TERMINAL UNIT SETTING. REHEAT COIL CONTROL VALVE SHALL MODULATE OPEN TO MAINTAIN ZONE TEMPERATURE SETPOINT. 1O. WINTER CONTROL: DURING OCCUPIED HOURS, WHEN ZONE TEMPERATURE DROPS BELOW HEATING SETPOINT (68 DEGREES F, ADJUSTABLE), VAV DAMPER MODULATES TO MINIMUM SETTING. NORMALLY OPEN 2-WAY ELECTRONIC REHEAT COIL CONTROL VALVE MODULATES AS REQUIRED TO FULL OPEN POSITION, WHEN ZONE TEMPERATURE RISES ABOVE HEATING SETPOINT (68 DEGREES F, ADJUSTABLE), VAV DAMPER MODULATES AIR FLOW DOWN TO MINIMUM POSITION. REHEAT COIL CONTROL VALVE MODULATES TO CLOSED POSITION. 1.E. VAV DAMPER OPERATION AND SPACE TEMPERATURE SHALL BE INDICATED AT COMPUTER CONTROL PANEL THROUGH CDC CONTROL AT EACH TERMINAL. 2. TOILET ROOM EXHAUST FANS (EF-1) 2,A. INTERLOCK FAN WITH TOILET ROOM LIGHT SWITCH TO OPERATE WHEN LIGHTS ARE TURNED ON (INTERLOCKING WIRING) BY ELECTRICAL CONTRACTOR. SECTION 15950 - TESTING,ADJUSTING AND BALANCING A. GENERAL 1. AFTER INSTALLATION, CHECK ALL EQUIPMENT AND PERFORM START UP IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 2. ALL PIPING SHALL BE TESTED AND FREE OF LEAKS AS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 3. WORK THAT IS SCHEDULED TO BE CONCEALED OR INSULATED SHALL REMAIN UNCOVERED UNTIL REQUIRED TESTS HAVE BEEN COMPLETED. IF THE CONSTRUCTION SCHEDULE REQUIRES, ARRANGE FOR TESTS ON SECTIONS OF THE SYSTEM AT A TIME. 4, BALANCE ALL SYSTEMS, CALIBRATE CONTROLS, CHECK FOR PROPER OPERATION AND SEQUENCE UNDER ALL CONDITIONS AND MAKE ALL NECESSARY ADJUSTMENTS. 5, INSTRUCT OWNER IN OPERATION OF SYSTEMS AND SUBMIT OPERATING AND MAINTENANCE MANUAL FOR ALL EQUIPMENT AND SYSTEMS. 6, SUBMIT AIR AND WATER BALANCE REPORT FROM INDEPENDENT AABC OR NEBB CERTIFIED SUBCONTRACTOR FOR ALL AIR AND WATER SYSTEMS PER AABC OR NEBB STANDARDS. 7. SUBMIT THE FINAL CERTIFIED TEST AND BALANCE REPORT TO THE LANDLORD FOR APPROVAL. B. BALANCING, START UP AND INSTRUCTIONS 1. AFTER EQUIPMENT IS PLACED IN OPERATION, SYSTEMS SHALL BE BALANCED TO WITHIN 10% OF DESIGN FLOW WITH REPORT SUBMITTED TO OWNER. BALANCING SHALL BE PERFORMED BY AN INDEPENDENT AABC OR NEBB CERTIFIED CONTRACTOR. 2. CONTRACTOR SHALLADJUST AND/OR REPLACE AS NECESSARY THE FAN AND MOTOR PULLEYS AND SHEAVES TO ACHIEVE THE DESIGN AIR FLOW WITHIN 10%. 3. BALANCE THE AIR SYSTEMS PRIOR TO BALANCING REFRIGERANT SYSTEMS. 4. TEST, ADJUST AND BALANCE COOLING SYSTEMS DURING SUMMER SEASON AND HEATING SYSTEMS DURING WINTER SEASON. BALANCE SYSTEMS WHEN THE OUTSIDE AIR CONDITIONS ARE WITHIN 5 DEGREES F WET BULB TEMPERATURE OF THE MAXIMUM SUMMER DESIGN CONDITION AND WITHIN 10 DEGREES F DRY BULB TEMPERATURE OF THE MINIMUM WINTER DESIGN CONDITION. 5. START UP AND PLACE ALL SYSTEMS IN OPERATION AND TAG ALL SWITCHES AND CONTROLS WITH PERMANENT LABELS. 6. INSTRUCT OWNER ON PROPER OPERATION AND PREVENTATIVE MAINTENANCE OF SYSTEM. RECEIVED r ict, 0 D 11 CITY OF TUKWILA MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.tlnn-daniels.com SEAL/SIGNATURE r.Z3-wk9 STORE #: 047 PROJECT: WESTFIELD SOLITHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: PAS CHECKED BY: KRU ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/PERMIT/BID 05.23.2019 SHEET TITLE: MECHANICAL AND PLUMBING SPECIFICATIONS HVAC SYMBOLS CONNECT TO EXISTING 1O KEYNOTE Ez ACCESS DOOR/PANEL Io BALANCING DAMPER ® SUPPLY DUCT - UP © SUPPLY DUCT- DOWN ® RETURN OR EXH. DUCT - UP © RETURN OR EXH. DUCT - DOWN ER ELBOW W/ TURNING VANES fC THERMOSTAT �S REMOTE TEMPERATURE SENSOR DUCT SMOKE DETECTOR tt3 DOOR UNDERCUT XXX XX = MECHANICAL EQUIPMENT X = TAG NUMBER XXX XX=AIR TERMINAL TYPE XXX=CFM X/XxX X / XxX = NECK SIZE / FACE SIZE F$ RETURN AIR SUPPLY AIR f b EXHAUST AIR MS MOTORIZED DAMPER �— FIRE/SMOKE DAMPER ® SUPPLY AIR TERMINAL ® RETURN AIR TERMINAL (E) EXISTING EQUIPMENT (R) RELOCATED EXISTING EQUIPMENT S/A SUPPLY AIR R/A RETURN AIR E/A EXHAUST AIR O/A OUTDOORAIR RE/A RELIEF AIR PLUMBING AND PIPING SYMBOLS — — — — — — — — — SANITARY VENT (V) SANITARY WASTE ISM CONDENSATE DRAIN (CD) COLD WATER (CM - - HOT WATER (HW) —+a-- SHUT-OFF VALVE 0 RISE DROP CONNECT TO EXISTING WC-1 FIXTURE AND TAG NUMBER O KEYNOTE UNION RESPONSIBILITY SCHEDULE E=EXISTING, T=TENANT, GC=GENERAL CONTRACTOR, LL=LANDLORD E FURNISH I INSTALL I NA REMARKS HVAC T GC LL I T GC I LL VAV ® 1 ® SEE NOTES ON M100 AND M200 ROOFTOP CONDENSING UNIT FEILD ACCESSORIES ® -INSTALLED STRUCTURAL SUPPORTS FOR ROOFTOP CONDENSING UNIT(S) 0 _ ROOFTOP CONDENSING UNIT(S) ® - ROOF OPENINGS 0 - AIR HANDING UNIT MIXING BOX AND MIXING BOX MOTOR OPER. DAMPERS 0 _ REFRIGERANT PIPING, VALVES, AND ACCESSORIES 0 CHILLED WATER PIPING, VALVES, AND ACCESSORIES 0 _ WATER SOURCE HEAT PUMP(S) ® -- AIR HANDLING UNITS)/FAN COIL UNIT(S) 0 ROOFTOP UNIT 0 - DUCT HEATER(S) 0 - RELIEF AIR/OUTDOOR DUCT STUB -IN 0 - DIFFUSERS AND GRILLES 0 0 SEE NOTES ON M700 AND M200 LOW PRESSURE DUCTWORK 0 0 SEE NOTES ON M100 AND M200 TEMPERATURE CONTROL SYSTEM 0 0 SEE NOTES ON M100 AND M200 DUCT SMOKE DETECTOR(S) 0 - TOILET EXHAUST FAN(S) 0 1 0 SEE NOTES ON M100 AND M200 MOTORIZED DAMPER(S) 0 - RESTROOM EXHAUST STUB -IN 0 SEE NOTES ON M100 AIR BALANCE REPORT - TABC 0 - AS -BUILT DRAWINGS 0 - E FURNISH INSTALL NA REMARKS PLUMBING T GC LL T GC LL SAN, VENT, AND CW PIPING STUB -INS TO TENANT SPACE 0 SEE NOTES ON P100 SAN, VENT, CW, HW, AND OTHER PIPING WITHIN TENANT SPACE 0 0 SEE NOTES ON P100 AND P200 PLUMBING FIXTURES 0 0 SEE NOTES ON P100 AND P200 WATER HEATER AND ACCESSORIES 0 0 SEE NOTES ON P100 AND P200 WATER METER 0 -- WATER DISPENSER 0 0 SEE NOTES ON P100 CONDENSATE PIPING 0 1 0 SEE NOTES ON P100 AND P200 GAS PIPING AND ACCESSORIES 0 - GAS METER 0 - AS-BUILTDRAWINGS 0 - E FURNISH INSTALL NA REMARKS FIRE PROTECTION T GC LL T GC LL SPRINKLER PIPING AND HEADS 0 0 1 ® G.C. TO PROVIDE NEW AS REQUIRED FIRE EXTINGUISHERS 0 ASBUILTDRAWINGS 0 _ MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C IN I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com SEAL/SIGNATURE O(9I STORE #: 047 PROJECT: tV10RPHE WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: DRAWN BY: CHECKED BY: ISSUES AND REVISIONS: M0047 PAS KRU 100%CHECKSET 05.16.2019 LL/PERMIT/BID 05.23,2019 SHEET TITLE: MECH. AND PLMB. RESPONSIBILITY SCHED. & MECH. SYMBOLS 1 ,1 6"0 Sl __. ...- S3 70 r 6"91 S A j711 L Rt 320....1 11 10" l 24x24 1 10 / 24x24 1 10' / 24x24 1 X 24x24% l d i i ,. V-N 6"0 EIA J .— --J ^I -- 22 x10 124x12 O _ —10"01S A - — ..... U O El — _ - r 10"0 SA 10"0 SIA . - (DVAV-2 S .' VAV'� _._ / Y �� ,'>'' S3 200 8"112x12 1 - _ -...- _._ - OF ALL--- 9 14 NEWDUC ORK _K _ ) ri VAV-2 7 O — 80 SA 0 12 52 225 22"x22" /24x24 8" / 24x24 �� 2 10 ( 30"x14" SA 22"x14" SA 18"x14" SIA 12"x12" S/A c[j " _, ....._ VAV-1 8"0SA 13 2 VAV-2 �, - (TYP) S1 160 8" / 2424 8"0 SA 14"0 SA '.. 8"0 SA 8"0 SA S3 200 1 — 8" t 12x12 -- ---. ___— 10"x10" SA j< _ _ _ — — 7 VAV-3 O I 10"0 SA 10"0 SA III 6"0 SA �'- S1 325 1 S1 (E)LL AREA 325 1 S1 325 51 325 1 1 8"0 SA 2 VAV-3 • i' 8„0 S A -: 10" / 24x24 10" / 24x24 10" ! 24x24 10" / 24x24 S2 225 12 8„!24x24 �i rill r G ; S1 160 1 - 'i i 8"/24x24 ',.I R1 500 I�:U 22"x10"/24x12 11 /�( R1 500 �11/22 x10 /24x12 Rt 500 = 11 22"x10"/24x12 i -' �'� [� ALI -L!—L_ -. _. - - -_. (FILL AREA 8 (J.8) J.05 H G.11 VERIFY ALL CONDITIONS IN FIELD PRIOR TO BID, NOTE: SMOKE DETECTION NOTE: NOTE: 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, TEl CONTRACTORS SHALL BE RESPONSIBLE TO REMOVE ALL ABANDONED CONDITIONS THAT AFFECT THE INSTALLATION OF THIS PROJECT MUST IMMEDIATELY BE ACTUATION OF A SMOKE DETECTOR SHALL ACTIVATE A VISIBLE AND AN AUDIBLE NOTE: Al UNUSED COMPONENTS CREATED OR EXPOSED DURING CONSTRUCTION, BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER OR BE INCORPORATED SIGNAL IN AN APPROVED LOCATION, DUCT SMOKE DETECTOR TROUBLE SEE SHEET MP000 FOR SPECIFICATIONS. INCLUDING BUT NOT LIMITED TO: HVAC, CABLES, PIPING, WIRING, AND ASSOCIATED IN THE BID. DUCTWORK SHALL NOT BE FABRICATED OR ANY EQUIPMENT ORDERED PRIOR CONDITIONS SHALLACTIVATE A VISIBLE OR AUDIBLE SIGNAL IN AN APPROVED SEE SHEET MP001 FOR RESPONSIBILITY SCHEDULE AND SYMBOLS. SUPPORTS OR ATTACHMENTS. TO APPROVAL BY THE TENANT'S CONSTRUCTION MANAGER. LOCATION AND SHALL BE IDENTIFIED AS AIR DUCT DETECTOR TROUBLE. MECHANICAL 1/4" = Il-0" TEMPERATURE CONTROL NOTES 1 CONTRACTOR SHALL COORDINATE EXISTING CONDITIONS ON -SITE PRIOR TO SUBMITTING A BID. COORDINATE WITH MORPHE PROJECT MANAGER. 2 CONTRACTOR SHALL EMPLOY A CERTIFIED MECHANICAL CONTRACTOR TO PROVIDE TEMPERATURE CONTROL CUT SHEETS AND SCHEMATIC DESIGN FOR TEMPERATURE CONTROLS. TEMPERATURE CONTROLS TO BE APPROVED BY MORPHE AND ARCHITECT PRIOR TO ORDERING ANY GEAR. 3 CONTRACTOR SHALL INSTALL A HONEYWELL VISION PRO TH8320 SERIES THERMOSTAT AT 48" A.F.R. THERMOSTAT TO BE MOUNTED IN BACK -OF -HOUSE. COORDINATE LOCATION ON -SITE WITH MORPHE PROJECT MANAGER PRIOR TO INSTALLATION AND SETTING. TECHNICIAN TO SET AIR CONDITIONING TO MORPHE SPECIFICATIONS; VERIFY WITH MORPHE PROJECT MANAGER. 4 THERMOSTATS SHALL BE CONNECTED TO TEMPERATURE SENSORS LOCATED AS INDICATED. 5 TENANT CONTRACTOR TO INSTALL REMOTE HVAC THERMOSTAT SENSOR AS INDICATED. COORDINATE LOCATION ON -SITE WITH MORPHE PROJECT MANAGER PRIOR TO SETTING. HONEYWELL SENSORS AND THERMOSTATS PREFERRED MANUFACTURER; COORDINATE EQUAL WITH GENERAL CONTRACTOR. 6 TENANT'S CONTRACTOR TO VERIFY WITH LANDLORD PRIOR TO BID COMPATIBILITY OF THERMOSTAT AND SENSOR PER KEYNOTE 4 AND 7 ABOVE AND NOTIFY TENANT'S PM OR ARCHITECT IMMEDIATELY AND PRIOR TO BID OF ANY ISSUES UTILIZING THESE CONTROLS. 7 TENANTS CONTRACTOR TO COORDINATE THERMOSTAT SETTINGS WITH TENANTS PM. STRUCTURAL ELEVATIONS BASED ON: XX FIELD SURVEY LANDLORD INFORMATION STRUCTURAL DRAWINGS HEIGHTS UNAVAILABLE FINISH FLOOR TO BOTTOM DECK IS APPROX. 17'-6 1/2'A.F.F. @ FRONT, ITS 114-A.F.F. @ BACK (FIELD VERIFY) STORE IS LOCATED ON LEVEL 1 OF 3 FINISH FLOOR TO BOTTOM OF LOWEST OBSTRUCTION (STEEL OR CONCRETE BEAMSIJOISTS, PIPING, ETC) IS APPROX. IZ-0' A.F.F. VAV (FIELD VERIFY) ALL OTHER EQUIPMENT, PIPING, AND DUCTWORK ELEVATIONS ARE AS NOTED ON THE DRAWINGS. NOTE: CONTRACTOR IS TO VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO BIDDING WORK ANY CONDITIONS THAT AFFECT THE INSTALLATION OF THIS PROJECT MUST BE IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER OR BE INCORPORATED IN THE BID. DUCTWORK SHALL NOT BE FABRICATED OR ANY EQUIPMENT ORDERED PRIOR TO THE APPROVAL OF THE TENANT'S CONSTRUCTION MANAGER. FIRE PROTECTION NOTES 1 THE EXISTING SPRINKLER SYSTEM AND HEAD LOCATIONS SHALL BE MODIFIED AS NEEDED FOR NEW AND REMOVED CEILINGS, WALLS, LIGHTS, FIXTURES, AND DIFFUSERS, 2 SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITIONS AND COORDINATE WITH COMPLETE TENANT CONSTRUCTION DRAWINGS PRIOR TO BID, MODIFICATIONS TO EXISTING SPRINKLER SYSTEM AS REQUIRED FOR NEW TENANT STORE DESIGN AND ALL RELATED ELEMENTS SHALL BE INCLUDED IN BID. 3 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. 4 CONTRACTOR TO OBTAIN AND SUBMIT A MINIMUM OF THREE (3) COMPETITIVE BIDS FOR ALL SPRINKLER WORK INCLUSIVE OF DRAWINGS, PERMITS, AND SHUTDOWN FEES. 5 SPRINKLER SHOP DRAWINGS SHALL BE SUBMITTED TO THE LOCAL FIRE MARSHALUS OFFICE TO RECEIVE THEIR APPROVAL BEFORE ANY INSTALLATION CAN BEGIN. APPROVED DRAWINGS MUST BE AT THE JOB SITE DURING CONSTRUCTION. 6 SPRINKLER CONTRACTOR TO SUBMIT DRAWINGS TO OWNER FOR REVIEW PRIOR TO START OF THEIR WORK, 7 LOCATIONS OF LIGHTS, FIXTURES, AND SOFFITS TAKE PRIORITY OVER SPRINKLER HEAD LOCATIONS. COORDINATE WITH ALL OTHER TRADES PRIOR TO INSTALLATION, 8 PROVIDE UPRIGHT SPRINKLER HEADS IN OPEN CEILINGS. 9 PROVIDE SEMI -RECESSED SPRINKLER HEADS IN ALL ACT CEILINGS INCLUDING TOILET ROOM, MIANAGERS'S OFFICE AND CORRIDOR.AND INSTALLED SHALL MEET ALL NFPA-13 REQUIREMENTS, INCLUDING HEAD QUANTITIES AND LOCATIONS. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 10 PROVIDE FULLY CONCEALED SPRINKLER HEADS AT WHITE PAINTED HARD LID CEILINGS INCLUDING SALES AREA, AND STUDIO UNTIL NOTED OTHERWISE., PROVIDE WHITE SPRINKLER AND ESCUTCHEON UNLESS NOTED OTHERWISE. 11 PROVIDE FULLY CONCEALED SPRINKLER HEADS AT BLACK PAINTED HARD LID CEILINGS INCLUDING STOREFRONT SOFFITS UNLESS NOTED OTHERWISE. PROVIDE BLACK SPRINKLER HEAD AND ESCUTCHEON UNLESS NOTED OTHERWISE, STOREFRONT SOFFITS UNLESS NOTED OTHERWISE. PROVIDE BLACK SPRINKLER HEAD AND ESCUTCHEON UNLESS NOTED OTHERWISE. 12 ALL SPRINKLER WORK (SHOP DRAWINGS) TO BE APPROVED BY LANDLORD'S INSURER. 13 SPRINKLER SYSTEM MUST BE FULLY CHARGED AND OPERATIONAL WHENEVER CONTRACTOR IS NOT ON SITE. GENERAL NOTES 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 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 OF BID DOCUMENTS. 2 ALL ROOF CUTTING, PATCHING, AND FLASHING REQUIRED SHALL BE BY A LANDLORD APPROVED ROOFING CONTRACTOR AT TENANTS EXPENSE. COORDINATE ROOF 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 DIRECTED BY THE GENERAL CONTRACTOR. 3 THE HVAC CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR ON ANY ADDITIONAL STRUCTURAL STEEL REQUIRED TO SUPPORT MECHANICAL EQUIPMENT PER DETAILS SHOWN ON STRUCTURAL PLANS WHERE PROVIDED. THIS CONTRACTOR SHALL COORDINATE LOCATIONS AND REQUIREMENTS WITH THE GENERAL CONTRACTOR AND LANDLORD, VERIFY SCOPE OF WORK WITH THE GENERAL CONTRACTOR PRIOR TO BID AND INCLUDE ALL COSTS IN BID AS DIRECTED BY THE GENERAL CONTRACTOR, 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 REQUIREMENTS WITH THE GENERAL CONTRACTOR AND LANDLORD. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. VERIFY SCOPE OF WORK WITH THE GENERAL CONTRACTOR PRIOR TO BID AND INCLUDE ALL COSTS IN BID AS DIRECTED BY THE GENERAL CONTRACTOR. 5 HVAC CONTRACTOR SHALL PROVIDE AND INSTALL ALL EQUIPMENT AND MATERIALS, INCLUDING ALL PIPING AND DUCTWORK, AND MAKE ALL CONNECTIONS, PER THE DRAWINGS AND SPECIFICATIONS. AN INDEPENDENTAIR BALANCE AND HVAC SURVEY COMPANY SHALL CONDUCT A COMPLETE INSPECTION OF THE INSTALLATION AND REPORTANY DEVIATIONS FROM THE PLANS AND SPECIFICATIONS. THE HVAC CONTRACTOR SHALL BE LIABLE FOR ANY DISCREPANCIES AND SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ANY CORRECTIVE ACTION REQUIRED. 6 THE GENERAL CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS WHICH COMPLY WITH LOCAL FIRE CODE AND THE SPECIFIC INSTRUCTIONS OF LOCAL BUILDING OR FIRE DEPARTMENTS PERSONNEL. INSTALLATIONS SHALL COMPLY WITH NFPA #10 AND LOCAL REQUIREMENTS. 7 THE GENERAL CONTRACTOR SHALL PROVIDE CLEAR PLEXI GLASS LOCK BOX AT ALL SALES AREA THERMOSTATS WHERE INDICATED, 8 THE GENERAL CONTRACTOR SHALL PROVIDE ANY NEW PENETRATION LOCATIONS TO LANDLORD FOR REVIEW AND APPROVAL PRIOR TO START OF WORK. 9 DUCT TAKEOFF FOR AIR TERMINAL IS TO BE IS TO BE SAME SIZE AS NECK (TYPICAL). 10 TENANT SHALL EMPLOY A TAB, NEBB, OR AABC CERTIFIED AIR BALANCE CONTRACTOR TO PERFORM FINAL TESTING AND BALANCING. 11 EXTERNALLY INSULATE ALL NEW SUPPLY AND RETURN DUCTWORK WITH 1-1/2" 1 INSULATION WITH FOIL VAPOR BARRIER, TYPICAL (INTERNAL INSULATION DUCT LINERS ARE NOT ALLOWED), PROVIDE TRANSITIONSAS REQUIRED. DUCT DIMENSIONS ARE CLEAR INTERNAL AIR PATH DIMENSIONS. HOLD ALL NEW DUCTWORK AS HIGH AS POSSIBLEIPRACTICAL IN JOIST SPACE. 12 MALL RETURN AIR PLENUM IS OPEN TO ADJACENT SPACES. 13 MALL SYSTEM IS CONFIGURED FOR 100%AIR ECONOMIZER. MECHANICAL PLAN KEYNOTES O 1 PROVIDE REMOTELY OPERATED CABLE DAMPER AT DIFFUSER FACE, REFER TO DETAIL 1/M200 AND AIR DEVICE 13 SEE DETAIL 3/M200 FOR ROUND TAKE -OFF REQUIREMENTS, SCHEDULE ON M200. 14 TENANT SHALL MAINTAIN MINIMUM OF 6" UNOBSTRUCTED CLEARANCE HEIGHT IN RETURN AIR PLENUM ABOVE 2 PROVIDE NEW SINGLE DUCT VAV BOX WITH ELECTRIC HEAT AND DDC CONTROLAND ACCESSORIES AS SCHEDULED CEILING ALLOWING FOR RETURN AIRFLOW BACK TO LANDLORD UNIT. PER M200. REFER TO4IM200 FOR UNIT HANGING DETAIL. 3 EXISTING DUCT IN TENANT SPACE. VERIFY EXACT SIZE, LOCATION, AND CONDITION PRIOR TO BID, CLEAN DUCT AND PROTECT FROM DAMAGE. REMOVE AND CAP AND SEAL ANY UNUSED BRANCH DUCTS. IF EXTERNAL INSULATION IS TORN OR DAMAGED, PROVIDE NEW EXTERNAL 1-1/2" R-5 INSULATION WRAP WITH FOIL VAPOR BARRIER (INTERNAL INSULATION DUCT LINERS ARE NOT ALLOWED). PROVIDE TRANSITIONS AS REQUIRED. 4 NEW REMOTE HVAC TEMPERATURE SENSOR FOR VAV INSTALLED ON WALL 5W ABOVE FINISHED FLOOR. COORDINATE PLACEMENT WITH ARCHITECTURAL SHEET A400. REFER TO TEMPERATURE CONTROL NOTES SECTION SHEET M100 FOR ADDITIONAL INFORMATION. 5 NEW TOILET EXHAUST FAN WITH BACKDRAFT DAMPER AS SCHEDULED ON M200. EXTEND NEW EXHAUST DUCT TO EXISTING EXHAUST DUCT MAIN PROVIDED BY LANDLORD. VERIFY EXACT ROUTING AND LOCATION ON SITE PRIOR TO BID. MAINTAIN ALL WALL RATINGS IN ANY WALL PENETRATED IN ORDER TO CONNECT TO MALL EXHAUST. INCLUDE ALL NECESSARY WORK REQUIRED IN BASE BID NO EXCEPTIONS. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE WITH LANDLORD PREFERRED ROOFING CONTRACTOR. 6 FLEXIBLE DUCT TO DIFFUSER INLET, PROVIDE SMOOTH TRANSITION TO RIGID DUCT WITH PROPER SUPPORTS PER SMACNA STANDARDS. USE FLEXIBLE DUCT FOR FINAL VERTICAL RUN -OUT TO DIFFUSER ONLY (TYPICAL). MAX LENGTH 5W. SEE 1IM200 AND 6IM200. 7 PROVIDE COMMERCIAL 7-DAY PROGRAMMABLE MULTI -STAGE HEATING AND COOLING AUTOMATIC CHANGEOVER THERMOSTAT WITH NIGHT SETBACK CAPABILITIES TO CONTROL OPERATION OF EACH UNIT. MOUNT AT 48" ABOVE FINISHED FLOOR. PREFERRED HONEYWELL THERMOSTAT BRAND. PROVIDE ALTERNATE BRAND THERMOSTAT IF REQUIRED FOR COMPATIBILITY WITH MALL BMS CONTROLS. COMPATIBILITY WITH MALL BMS SHALL BE VERIFIED BY GENERAL CONTRACTOR AND GENERAL CONTRACTOR'S MECHANICAL SUBCONTRACTOR PRIOR TO BID. INCLUDE IN BID ALL COSTS FOR COMPATIBLE THERMOSTAT AND CONTROLS. COORDINATE EXACT LOCATION WITH TENANT PRIOR TO INSTALLATION. LABEL THERMOSTAT WITH UNIT NAME AS WELL AS ZONE SERVED. EXAMPLE: "VAV-3 STUDIO". 8 EXISTING TRANSFER AIR OPENING IN DEMISING WALL, VERIFY EXACT SIZE AND LOCATION INFIELD. 9 INSTALL NEW SHEETMETAL DUCTWORK IN ACCORDANCE WITH SMACNA STANDARDS AND ALL APPLICABLE LOCAL RECEIVED CODES. INSTALL DUCTWORK AS HIGH AS POSSIBLE(PRACTICAL IN JOIST SPACE, COORDINATE ALL CLEARANCE CITY OF TUKWILA REQUIREMENTS WITH ALL OTHER TRADES. SEE 2/M200. 4, 10 PROVIDE ACCESS PANEL TO ACCESS VAV. COORDINATE WITH ARCHITECT. MAY 30 2019 11 REFER TO CEILING TRANSFER AIR DETAIL 5/M200 FOR DUCTWORK BOOT AND ORIENTATION OF GRILLE. PERMIT CENTER 12 SEE DETAIL 6/M200 FOR LAY -IN DIFFUSER INSTALLATION, SEPARATE PEt;^, 1TAND APPROVAL REQU!RKD MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 db fim&"els A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: Gausman &Moore Mechanical and Electrical Engineers 1700 West Highway 36 -Suite 700 Roseville, Minnesota 55113 (651)639-9606 Fax (651) 639-9618 Project No. 86806 i SEAL/SIGNATURE STORE #: 047 PROJECT: MORPHE WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: PAS CHECKED BY: KRU ISSUES AND REVISIONS: 100%CHECKSET 05.16.2019 LL/PERMIT/BID OS.23.2019 SHEET TITLE: HVAC PLAN :1 1 TO S./ MAIN INSULATED ROUND DUCT INSULATED FLEXIBLE CONNECTION (MIN.3 FT., MAX. S FT.) VOLUME DAMPER WITH LOCKING QUADRANT. DAMPER TO BE ACCESSIBLE AT DIFFUSER FACE. SHT. MTL. ELBOW REQUIRED SECURELY TAPE VINYL FLEX DUCT TO SHT. MTL. W/ MIN. OF (2) CONTINUOUS WRAPS OF DUCT TAPE. STRAP CLAMP OVER FLEX DUCT INSULATION AND VINYL TO SHT. MTL. TAPE INSULATION TO DUCT TO FORM GOOD BEADNG SHT. MTL. SECTION SECURED TO DIFFUSER COLLAR W/ MIN. (3) SHT. MTL. SCREWS, DUCT TAPE AND MASTIC. TRANSITION FROM DUCT SIZE TO DIFFUSER NECK SIZE AS NECESSARY THERMAL INSULATION BLANKET REQUIRED FOR FIRE RATED CEILINGS ONLY. DIRECTIONAL BLOW PLATE GYP. BD. CEILING STEEL CLIPPED ON DIFFUSER RODS. MOUNTING FRAME REQUIRED SEE NOTE BELOW. FOR GYP. BD. CEILING SUPPLY AIR DIFFUSER INSTALLATION. SEE DETAIL THIS SHEET. NOTE: ALL DIFFUSERS SHALL HAVE 4-WAY FACE PLATES WITH INTERNAL SECTORIZING BAFFLES FOR AIR PATTERN SHOWN. PROVIDE WITH THROW REDUCING VANES. 1-WAY, 2-WAY & 3-WAY ARE DESIGNATED ON PLANS BY SHADED AREA INDICATING INACTIVE SECTION. 1 CEILING MOUNTED DIFFUSER DETAIL M2oo NOT TO SCALE DUCT HANGING NOT TO SCALE ROOFJOIST HANGER WIRE SHEET MTL. DUCT HANGER SPIRAL DUCT EXTERNAL INSULATION SHALL BE RUN CONTINUOUS THRU HANGERS ROOF JOIST HANGER WIRE SHEET MTL. DUCT HANGER RECTANGULAR DUCT EXTERNAL INSULATION SHALL BE RUN CONTINUOUS THRU HANGERS FLANGED AND GASKETEDJOINT OR DUCT CONNECTION AND RE - ENFORCEMENT IN ACCORDANCE W/ SMACNA 2" W.G. CLASS, SEAL NON-GASKETEDTRANS- VERSE JOINTS IN ACCORDANCE W/ SMACNA CLASS "C" (TYP.) SEAL ALL INSULATION SEAMS AND JOINTS W/ 2" FRK VAPOR RETARDING ADHESIVE TAPE IN ACCORDANCE W/ MANUF. STDS.(TYP.) MAIN DUCT AIR FLOW 1-1/2" WRAPPED INSULATION CONICAL OR BELLMOUTH SPIN- IN TAPE DOWN EXTERNAL FITTING, SEAL AIRTIGHT W/ MASTIC INSULATION FASTEN W/ MIN. (3) SHT. VOLUME DAMPER (FOR DIFFUSERS MTL. SCREWS, SEAL W/ MOUNTED IN ACT CEILING) DUCT TAPE AND MASTIC ROUND RIGID DUCT 1-1/2" WRAPPED INSULATION 3 ROUND DUCT TAKEOFF DETAIL �!V!20V NOT TO SCALE ANCHOR UNISTRUT TO EACH SIZE EACH SPRING BEAM (TYP.). SPAN ISOLATOR PER MINIMUM OF 1 BEAN PAST MANUFACTURER'S SPRING VIBRATION ISOLATOR (TYPOF UNIT IN EACH DIRECTION. CORNER WEIGHT DATA. EACH HANGER) RUBBER GROMMET MOUNTING MECH EQUIPMENT BRACKET INTEGRAL TO UNIT HANGER ROD (TYP. OF EACH SUPPORT) OVERFLOW PAN WITH REFERENCE MANUFACTURER'S DATA SECONDARY DRAIN PAN FOR QUANTITY. a UNIT HANGING DETAIL M200 NOT TO SCALE RETURN AIR PLENUM ABOVE CEILING - MINIMUM DIMENSION: I OF "A" UNLESS PAINT INSIDE OF OTHERWISE NOTED DUCTWORK BLACK AIRFLOW 10" MINIMUM "A" 24" MINIMUM CEILING 3 SALES BOH it a 5 CEILING TRANSFER GRILLE DETAIL 10209 NOT TO SCALE NOTE: SHT. MTL. ELBOW REQUIRED DAMPER HANDLE TO BE INSTALLED MAXIMUM OF 3'-0" ABOVE CEILING SECURELY TAPE VINYL FLEX DUCT TO SHT. MTL. W/ MIN. TO S.A. OF (2) CONTINUOUS WRAPS MAIN OF DUCT TAPE. STRAP INSULATED CLAMP OVER FLEX DUCT ROUND DUCT INSULATION AND VINYL TO SHT. MTL. TAPE INSULATION TO DUCT TO FORM GOOD BEADNG SHT. MTL. SECTION SECURED TO DIFFUSER COLLAR VOLUME DAMPER WITH LOCKING MIN. (3) SHT. MTL. SCREWS, QUADRANT. PROVIDE WITH 3" DUCTE AND MASTIC. EXTENDED SHAFT, HANDLE AND TRANSITION FROM DUCT SIZE TO COLLAR DIFFUSER NECK SIZE AS INSULATED FLEXIBLE CONNECTION NECESSARY (MIN. 3 FT., MAX. 5 FT.) THERMAL INSULATION FIRE DAMPER WHERE - BLANKET REQUIRED FOR FIRE RATED CEILINGS ONLY. INDICATED ON PLANS. -e DIRECTIONAL BLOW PLATE CLIPPED ON DIFFUSER RODS. SEE NOTE BELOW. SUPPLY AIR DIFFUSER (LAY -IN FRAME) NOTE: ALL DIFFUSERS SHALL HAVE 4-WAY FACE PLATES WITH INTERNAL SECTORIZING BAFFLES FOR AIR PATTERN SHOWN. PROVIDE WITH THROW REDUCING VANES. 1-WAY, 2-WAY & 3-WAY ARE DESIGNATED ON PLANS BY SHADED AREA INDICATING INACTIVE SECTION. EXHAUST FAN SCHEDULE UNIT LOCATION MANUFACTURER MODEL NO. TYPE FAN DATA EXTERNAL SP VOLT PHASE REMARKS AIRFLOW I EFT TOILET ROOM GREENHECK SPA190 CEILING 120 CFM 0.10 in-wg 120 V 1 VERIFY ELECTRICAL VOLTAGEIPHASE WITH ELECTRICAL CONTRACTOR PRIOR TO ORDERING UNIT. INTERLOCK FAN POWER WITH TOILET ROOM LIGHT SWITCH. COORDINATE WITH ELECTRICAL. VENTILATION SCHEDULE M0047 TUKWILA, WA ASHRAE 62 ZONEIEQUIP. AREA (SQ.FT.) OCCUPANCY CLASSIFICATION NUMBER OF PEOPLE, Pz VENT. RATE, Ra (CFMIP) VENT. RATE, Ra (CFM/SF) BREATHING ZONE OUTDOOR AIR FLOW, Vot (CFM) REQUIRED OA INTAKE, Vot (CFM) TOTAL CA REQ. (CFM) SALESNAV-1 2486 RETAIL SALES 38 7.5 0.12 285 299 584 B.O.H./VAV-2 737 SORTINGIPACKING 6 T5 0.12 45 89 134 STUDIONAV-3 293 PHOTO/STUDIO 5 5 0.12 25 36 61 TOTAL 3516 1 355 424 779 VARIABLE AIR VOLUME TERMINAL UNIT SCHEDULE PRIMARY AIRFLOW HEATING COIL HEATING ELEMENT MODEL NECK AIRSIDE UNIT EAT(db) LAT(db) ID SERVES MANUFACTURER NO. SIZE MAX MIN HEATING CFM CITY POWER SCR WEIGHT VOLT PH REMARKS VAV-1 SALES TRANE VCEF 14" 3000 CFM 900 CFM 1405 55.0 "F 81.1 °F 1 12.0 kW Yes 601b 480 V 3 VAV-2 B.O.H. TRANE VCEF 8" 750 CFM 225 CFM 235 55.0 °F 81.8 °F 1 2.0 kW Yes 381b 480 V 3 VAV-3 STUDIO TRANE VCEF 6" 320 CFM 100 CFM 120 55.0'F 81.2 "F 1 1.0 kW Yes 38Ib 480 V 3 1. TRANE SUPPLIED CONTROLS: UC210 BASIC (ELECTRIC HEAT -MOD SCR) 2. VAV PROVIDED BY MECHANICAL CONTRACTOR. 3. MECHANICAL CONTRACTOR SHAL PROVIDE DIGITAL CONTROLS COMPATIBLE WITH LANDLORD BAS, VERIFY ALL REQUIREMENTS IN FIELD AND WITH LANDLORD PRIOR TO BID. DDC CONTROLS SHALL BE DESIGNED AND CONFIGURED PER ASHRAE GPC 36, 4. PLACE TENANT NAME ON UNIT. LABEL AS REQUIRED BY LANDLORD. 5. 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). 6. FIELD INSTALLED DISCONNECT SWITCH. COORDINATE WITH ELECTRICAL. 7. 1" FOIL FACE INSULATION. 8. INTEGRAL ATTENUATOR WITH BOTTOM ACCESS. AIR DEVICE SCHEDULE AIR DEVICES SUPPLIED AND INSTALLED BY CONTRACTOR SYMBOLKEY- 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 W/ VOLUME CONTROL PROVIDE THROW AS INDICATED "D"- YOUNG'S REGULATOR, DRIP MODEL #800AWR FINISH - W - WHITE, G.C. TO FIELD PAINT BORDER STYLE - "B" - WHITE "A" - SURFACE MOUNTED "C'- BLACK, G.C. TO FIELD PAINT "B" - LAY -IN, PROVIDE WITH PLASTER FRAME FOR DRYWALL WALL! CEILING MOUNTING "C"- LAY -IN FRAME FOR T-BAR CEILING "D" - DRYWALL CEILING MOUNTING - BORDER TYPE 22 TAG CAT, N0. SIZE I MOUNTING MATERIAL FINISH DAMPER BORDER STYLE MOD. NECK CLG. OTHER STEEL ALUM. St OMNI 24" x 24" SEE PLAN O O B D' B S2 24" x 24" SEE PLAN ACT O B A C S3 �11F 12 x 12" SEE PLAN O O B SEE PLANS B R124" x 12" O O B B R2 50F SEE PLAN ACT O B C 'DIFFUSERS IN INACCESSIBLE CEILINGS: PROVIDE YOUNG REGULATOR OVAL CABLE CONTROLLED DAMPER, MODEL 800AWR (OR EQUAL) REMOTELY OPERATED CABLE BALANCING DAMPER. YOUNG REGULATOR CO. (440) 232.9700 WWW.YOUNGREGULATOR.COM MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CAUFORNIA 94103 111",-1-10"Im A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com SEAL/SIGNATURE Pt STORE #: 047 PROJECT: I�ORPHE WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: DRAWN BY: CHECKED BY: ISSUES AND REVISIONS: M0047 PAS KRU 100% CHECKSET 05.16.2019 LL/PERMIT/BID 05.23.2019 RECEIVED CITY OF TUKWILA MAY 30 2019 PERMIT CENTER SEPARATE PERMITAND go APPROVAL REM' "RED SHEETTITLE: MECHANICAL SCHEDULES AND DETAILS M200 201s WeshN Sate CoeC ��nskrCammeria SuOd end R28R3 over3 domes po all Rt NA.A.Jan 201J Pm}ed Tlad. 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Makatabnrions a 0. locals, A. exhale and mpwf Paton WAW on Alma: md.s NA C4032.A,3 ana rcutraamlan wlaNermmpwsarc Gxsa i astorzed. or mash ant a[colmo kkea(Iroo. lwkme g„p,nld.,q; mrdallvnc sllem Gnvole mr edanmar¢gdram<wt«GsammDd, Indcate"I" draumah tlanryen Nil are Mlegnt toaw.mlmroPonUen; usury HA C4D32.A.3 Ralumehaamcera mwam mrsmobrbed; mdwie wnomerdmryxusam Ckssl,wwi6l .daocPoPipmed e!ipkb.leakage mUoo I..PO. (Mauroeakage n lNig. lm+sp u x xn .:xv..:a..- t >,, ....:,n.. :-vx. } MechamcaLPer 14 P,lans Gh ckl st MECH-GHK ]he/dberins.maikn'sn 0P.W. .'monemn(eppiwUon brtw,piianw with Ne meNenkal-Irma end wuipmmQ regWremmle of are Wwnkgmn ShN EnvrayL as CommardalProWsions. Appncet2641'4 Gad eProaaon IMarmaUen Ra .etl-MudbpM rmAawumeMa W .1eboo-amenso .Undo p Omamnml ndcMO Na+ataca.ao4 moio.ntl apacw wa mnatl by a DOAS pot GOI.9 te.swnm ere wiN DOAS Addl!LnWEffrde Pac e4 Nan, Dedloamd outside Airs terns DDAS) He GUsi, BW.mO PmdaedwilM1 To comPywnh edO tlwwl el6danrypacYwOa option, trxgwte ttwl9D%«m«e den ocwaed. pOAB woporroa spaces are wwea aDOAS G036 Multi le Zane A),S stems AV ryNemisewMO mucpN Idaaympply art sllwna earWy multiple moose. ma zees Ney wive on lane:intllwte NA G03.4A n orsnaray-is VAV antl menod.1 primary a, commh.po-1. mpwNng mo,soon b, eo urad mwPWo to VAV Pmvbeectic.m arh ..mPlans., MECH L. Won pat lip an VAV drtamiNaa antl M200 VAV SY.-A wrvkg F«aeN drlemi nor Mduda maximwna Hmw,oleo l«pMnwy cuppyardurkgmrre peak Yea GblA,4 nu.". mne. hceWg andurn Peek mo'ng: maxhnum a- during mseahn9.2emk, w rax3rg; mum arse, roe bmdnN o required-us"Wn. ant d+e seals far mode vanes; p IMC w ASHRAE 621 m rw' zone equntm I. basis iw MMmam flow rates. PW iP1 nkukam on oboe M300 Yes G03,-0.4.1 Sisgk ductVAVfennirel unite Ir.leae pkgle mat<rmMa udx am mnfguredmmduw primary wooly elr before reneegn0 wmc..6n M200 NA C4-AA Wa.-af eypems-"Posei-in,, Ann, wpeniawarmerAnd mod.1lous. aacaetarmirel units a lecwfgureab to uro On, P_ . one duo 10 mnlmom berm mbhm W. kWm Ne POP, dual Ir.lwk NcaUons oftlup &tent pressure ,Plane; OtLiPIbwtowcanmrper nu)wdul bmnN; v«IN eommlxr aesdM pmsawa et earl, ronwrx t 111nNw. . F«systems moon mnoxvel.P...ie sw09... m!tazoi. dame G03.4.i.t vAv swam PP.P NA GD3.4.13 Wes iinunsms _ a Dpc.agwkrca WhAssdsaa poanlws eo reael stets pressure se Ml baeo on Uc man M N uw gm<nro. an dam da na mwl pnsa.re;iwlWa daecbana mm.axree<lva!ydnves ii,end II-lolical msa login end alowz budtlirg opereicn ..dude zor,ea 6«n and Iwic WO. Mubsezone VAV-Item FwaydemswdnzwekvelODc mnUals, Intliw.-ocia-ArociiaedtoeWomafl.Ily NA C403.4,42 nNomn.UMuss, mnade oca wdd.a saboo M rewonse to Uo_W. m syaem"Waskn bMdamr; d_:' NA C4D3A.44 VAYaystom eupplyarmzoi lne-consiols 4dwutiwly'.sar. DPlY."nommhueMm.m.bsossobload-a Rmahf .bi. dr ezw tos,I Multlple Zane HVAC5yftems; High ERciamyVAV- Requlred rorsystem tWi CO3.6 DOAS Exception 2, must wmplY with of i6 possibless Ya G03.], Itam1 bwonomha, Posoce syalamkc.sbaces,".,ak'etoncmtdapsmnonaM comgxf wFU all reldea acanamixer P,G033 wi-.-I rem . nM boss Yes Ca03T, nem2 Union tmd "'Imm ODC.nlydebzW component Asystern; actMtlsete abn 1 VantlM eo loaneas, a M1W Wes, F *Item wen Mom OS 3500 bbr mtlicas outics, Wass m.Nior 9 ,bit that No GD3,7, u.o«airflow _A4m GSA tusk 0 ran l.d_fP. :mdkal Ud-I-Na hsm wsa Itsm3 w mMeM and tl etl educes aydwn GSA con bead be VAV Posioa/f dback Is Wostaiw aOW my(Par C4o3A:43wAh t ptkrx) OCV CP G03:262) No C4D3J, hom4 5upplyaMow mo moot yae aim MMmum OSA 50DIan Iocoos 1,res-soneeln.sNUonwwns oim.sum s ar ml,v«edN VAV ldmllneliome'saoaacossion. G03 T, £o.Jaaand mna Vemeximum areaeervatlbye aMBk HEVAy cyaem. saa50,000 p,«one ware8ow. xA items maxMam eroa aetTW w^ everi.gr.;bnm.ddnwaa sypem sarvea>zs,ogg Pf. glut blwdm a<w mat are ¢xwdea. ba ocmmxa nomaimananaovpr• Meirate moo isdotkn tanwa psi GD3zAA GO]T irnorkrf Ars-z.a eatytha-bormMe"WWO MkvbeeON,B tlarm /wtla ern -kW wrtlbagn supply eV "A Items mswla yW km n kmpemturemaxs'Fha., than VAVlommish-rgandbrzonea G+03.T, Mw'mum arlemanarnkt os aT veNcW No IIamJ veNdry "Picscbd ew MECH{G. iWuins bo M.O does nottewxwedn gOD 1 C4 P.7. (lame 6mueree Pf_O. total OOC slkm eapuenwaofoperabnarawdgnea *o cwdgurad Dar0.5HRAE GPC 36 M+cO N0. CdOJ.J, ilem9 Neuron lowade ern a sysf erupower Verif fan smM xsBO%lure limn r 2 .von in Table UO]3.11.11. Y sys b. provIE. MECH-FANSVS Iwm lw eaNe le s c.pamnei lamdria Nns save elarnDNwnymmmu'W W motes.: mdicak G03.J, Fan-Pawera lemuna con Natl: DDC."Wo Item tO mole ere word adosncos"A".."W"'nountlfanyreetlwabnttionaUe mdkam Nn Real aWrg parbm INimv oepig,Iowcoalrg,wv.nUxlNnwNxi66%d Peakma nMllmv.rpm dew Mawn(w ePWad exwpnon 2015 We,. ste. SnIm, -C ose Isms for Cdhmwdal BVWM I. RI b R3 era 3... And .1 R1 aw 301 "ItIN.: sams"E-SNT OUTNCEER pale 5/9l20t 9 The "ions.. nxnecessaryrochuckapemasppiwUm brmnpixiue wiN,Fo nwchadta ayaemsantlegdpmmt mqunemwmdtie ors- asnMpt. ShN Enmoy Cady C.mmerad PmWsb.. A""Wbie *NAn Coe Save Cure ProWssn Inlormaibn RaWaed-MusraeMpermn dxumwrs -.P. Oocvmmis essog Gponment Noes G032A.3 SlahwaY and inPR vent h.mala bseWn of WhwaYand snanvaMdampanm pUnFverRydempera ere CUest rerdkxvpe Yam ewlmsN.eminand maul F«systems aervbg areas> 25.000 of wapann' gmomdwnona floor. Uml Utludeam P bur NA 043 4 Zone isdaaon do-,, �ro AP _'kid urn -._.,,sly, identity cacti. -no auras on Jana and ormfigna of aacotla<d-OW dampen In HVAC dst con system; I., to HVAC Syaom Cones for sod.... rogWsemoMs FwwormseYnsms sWN ofessi 4Nangarealso rgqukotlsohave aV NA C40323.4 Humidxnoan esiimUI ecwwmixer,loiwle num.meria a0lawUc (drepavaponWnwfag aNm@zaaon),w Additiamed Efficiency Package Option, More ERkiant HVACE4uipment & Fa^ Performance Must cmmPil, with all 3 proWsions to be eligible C40821 iocwnPN molar.dattivnalealclPPIPnke..Auss' caalel.P.-MPwolheamgao NA C9o323 HVAC syafem wledim mdlrg egdpmem Mihe pmfed(knsetl an wdpa rspadly)Nal do notneveewmespmd,g stroar....-C,aholl6e less Non lOX Nmmd NA Ca0632 AAmimon equipment TocomplYest,id itiwui eAaenrypeckege opUom.dkale Na Mifkkd n¢akg mQ rooting Cm33.3 oalcronry muN,nanthaveamted eeidoncy Na exweae WSEC Npetlaf(udoncy byat leap lSK c40623 M^a^um Tom�mly wM atldili.delfkknrypacKvae .peon. MUkaa retetl FEG dslao alonehm b2 tensae Ci03.211.3 knetgamry Tf; molest. Now .Ned so Ure Nn aakbntyamdpomolii.aVe wllnin f0%aura .On HVAC S ern controls OoOms.Inino n. or Nermas.Uc are sumidny monad O.-antl the zone.-1 so- s,on Wlogndn ansystemm.s Mm0 Whwa adjacent I.fghbwNg) zwrea Are wnbagee by ame s. Uemmoa u. ilneiading wnms.,yu-used!.case( heagein or Lies). ant ere WPWWPO bypte .I Yee C4032AA Them,. Onc.-a us conobood apenkgs I Is%a OW, xwe of arcs, Mdkax Wr c«is-bWP-1 adjawm mnw romopmobrg.scorocions.(a..In Pea, oNa in War, as,.. b aQlscon Dshmekr hu-con.) w. eIN- rmn mobrsams, and edpcenl psdmabr old-Admpa soma Ira Ex O-Pin Plater saws mnt to WAP, zone. kMsero Nei Peryug wP ors etl w mot o oe..PW W zwsa monfouss mono lneomPorlmad dons,lors mom ands owurunR a ifempereaae M pat zone la 5°F Nohwihan qa edjecmt Wei, sTIsIl. nook, xon tamperalum M nevUnp NA G03.2A.1.1 Hea Wmp auPpbmarmry hour -'atop. "'O.-POP, with on-1waa me flat al Pa.' I.We and hwtl ca_a.'wnhoubowbckoWl m_es.40'Fdlvna Yms G03.2.4.12 Deatlbantl Vwnnoakocca�r I-orlgusd-11-OPPOPPaadbao..,Asims Nei o'M1 hmlln aoeeolM MP000 ! aepamga neatbg and co.lin8 elkms wiM sapwak Nmmoskuc wnVal tlemws we wed !o Setpvinl ovedaP matrk6m s zone,loiwto bwauons of boa harm OPPAnbddevkoaendamzwe.l.rve .pane NA G03.2A.1.3 (Nemsslab) toicaeamm� mWttll. mAWmWlatapwpbC moot wiN Pm9ramminp Wpreaem eWaltawmn U033A2 AYlamabc aettrack and Intlicala mne lM1am d. mars& nessoab oWar MP000 Yea U032.6.2.1 G032.622 grWdown I.. Poinment ,nd-rep� it(IwUcw.ack Pismo, Nwuona, eeNod tempwalures,eocanWl mefMd(edamasclime daskw vmmebkmnhdc; ode axes - ashen Tes G03.212.3 AiAPWP c(OP%WWU an micias. ern mounds NetatlW4teWIMnm1-Ntttima required.-1 mN aura-.1 up n sommin.. Pic In.1-.0.Dean n MFom NA GD32A.3 0WAAnaupply.1rdWWa Indwk aubmatk conso, wnfgnmal Iccs, GSA come, squlpmmt emOPP; ron IWWP scon-so, covlln PIN or'o used.-eahaast NA 04D324.3 Stalrxay end anahvmt W-P,P b.lwle meNw dadivakon a mehwbyd. Nadvmtmmpers in's nxmiwv "A"of power) NA G03.2.06 wwisdatln mongols Fwcynbms semogareas>25o0Dcfora Ano'kmoregnna allow, Ilia MCWdeareas s aze expechdbbeoccuponnon-smunanaw--o sdNNaiMl aAow farloapmmM mnadowg d xaogw xo.a. « exwp6w, Nkan NA ..".12 Hwgngsuisisaii simg IORde Pccvp consi,g-sWases conimb oborassolo-Wo.cyshul., hen • mwfim ann aervedia fM NA G032A5 Snwmettomore !.tests eutbmauc wnirdscm6gurotlbsnWoasltem when pavammismperaWre emeatl5 50'f antl n prodp k0on Isfaarg end when Wldwrab tompamgure exweda d0'F Ne, rA032.48 Freeze -on s tam cenWisp I Mdl.k adomagc conVaisbahW ors arm wlsnoWao«tam krro exceem {0'Fw rolepnu. form heezl Y t pen NA GrWPN-olmall �w� b !rota servbsgguwl mWixk gheaUn� lee( by GD32A.9 moat moms garero wpade apse pkmaMoN�a et say°F;..I.... maiho,an k)an n w vWam«ses.int db room 2015 Wanibinsim some Energy Code C-Ponse F- for C-rcid, R2 and R3 - 3 Items, ..it .11 RI . Page 7 .17 Mectiaiical"Per`mit',P,lans`,Checkhstt, -„,MECH-GHK Thuidloonessorm slfe.'.rPm NeckaPomW applirsrion l<rcompl'wnw aim ore mdha4cal systems and egapmda requlmmmtadNe WONMpsn S� Eriwgy Cade, Gmmesda Purses one. sio Appindnl ,ro Coda SecUw Code Prvwdon Oof mPP_Redced Mud.Mnmi➢documeNs Dacatmrnns aWd NDapedmani pprcaO"Ift,0suss dy sera penmaler MQlwra VAV tennUai ty.awama. vdH1•fe....'esnnaoonad Yte tram ll "am lampowwed h,mma to z.wwiN endow Linda. verity a8ofhor z.nvs are wrvW by ¢itgb tlupio�mina units M200 U.12 Fanpowem0fermitW unll primary kommum NA hour +2 pnmaryabrosot loMxb. mMWum m A.WonAdmselpomt blears- .Is noused1. sae urag or-Pamiai Ivenba PP wNtl nean,g w deaana., balae.wn fin vava¢na.l,g arc tJ.sa vamaennbadkn POrAe.Pan P, dWd Fw swwa>tso cr- obsoes mnary z 25 people It ei mtlkale spew if eemetl bye G03.T, Highamvwnry dsw dedkalo romarsl unitw.YF DCV mmmltlal reeex+emine unl vmU1-carolot.lm Item 13 monads IWicafe owupanq senswewlepl Nat aulamellcalin-nossminimum-boson.remand its back room nebtln0 ao woUnB miPOIMs by x 8'F NA Ins, 1. item f{ OediwiW HVAL eYstome Fwae a ele.o eWpmenifelacemor sbrAlarapaces who ma Indsx5Wlaf. intllwte moans Pro carved byiovPooenIHVAC allomsliai arc mpm'aio franHWAV SYnsma eandrgmst.I Wldm9`IokafeeWleMetl HVAC syalonu Mvm eleee.rmmkar emy rerovery pd UO3 3 Excepn.n a ,olak whetiw, Plsms en served sy a nyM1 elOdancy necUng weer psm. w e nips dined weer ant 11 Irmmpl-1 vh Nan a6oaxyiw-'water lane VAVtermnitsInve hyd.s Woolsiscia.an Matag colts carved by MekgwawaYdwn-1. elNar 9aadirW Wnd(ajwNh Vesture etnclemyi0616.ea-tonraiahpatpumpa,w neat-1., Nolen NA G0315. em h Cenlra Plan, afi or it wmdYnB va hipM1 elPdaneyddnw wakrp ant IAdkdo As VAV ar nao on Mm mdMg w Gy.PPPP.. ou.IPLV emaeraytnt a W- WSEC Uswtl IPLV bye! loos! 2 G0323(i)Isolaweer wolW max oh.PhenA,a mawfe iiPerTade I,.x act..A ammo Of in psN bsZO%oibkl plea n.city,wpov.e Ndmd Asc eland W s20%of lgkl plant.papW UOJ.T, FaultdaepUn anO ioaak DOC system rod Wes areultmiepbn and dagn.afks (FDO)slkm wdl0uredro NA Ifom 18 dia9nosUes mooO'c'_WP_bd Proviso lsunmpomn0drwwoperameens bran YAVPbhaWkn isVAV air PoW 'unminthe HPVAY HVAC E ul mmrit roams, Use MeterM Hasoner pmani enemy Fa f dWl.in amlilonsa 5 f d .wbu9dingca50.00Dgan 2,dah-lanocons, we mesdg NA G09.3.1 mefenn0 n en equlpmeM uwtlbpovlde mawneeUry,mtlmding, mM1um.IsnUonantivansil.n moot . m4eea c4a9IWkatee a MeH ia<ha ex a Y' DoNmamGHm ones eam<n+dRc Re uirement To Su . 1mrallIor lc'of fmisr Ne WS Ioicae Y ms,mdpmmL ao urn ECrequires or. mongol Nx6wx .e.re /wcanlgumUwio I--epecek Wratbna ercreWimam oc -,-W;No GOa2 Sawa mwhaN.l aypams wmMaabnMg Fw bWldnps wax 20.noBium YaW bu.a woug carboy. x30o00091Whbta is"Wc hems wisdty. VWkate Nm all mmmmdca syeImb,"AMese IfOrismiine I" Are mrron-I .kraal, I« exwp�tle b WtdMp neatMy / wane wpadty caicaoUon ilWc rep spas n Ual Cxpnr GOBx mWirtl lwalapphmdv melardW G03 10 dal g Iconmery. h .1murobl i Uo-OhN.pkn Per GDD.42. clan, courantoWn 'dlbd @ tivadeooncrion r cos,: necrecoube.rfne-cam, allosim. He CCUB12 Cs08142 q Iemenkm conassiin, dswm.k aNVMe Ncl tl g MfweUon awolea cross aatlowmaMaWn pa C1036 ao wnMpd •nlwesl IXm(d_Psodc C1036 InGWemparem wmmarymeieEx projap moon or c-is aCneeH si(Fguro C4pe,1A.2).bse bs mmNnto by aw Ceriffetl C. P,.bssbno and Pmdmd b ft I, priwto Na fine.'E-tin n Absyifemmahydmic ninces POP.. °t ek a^Ia.. goes mss olio]. ss. and banned-Nmtperanws NA G6823 alkm bakning'Olinsion onto.In aw specVinUom: kcoss. llama ana06abalarlwdinamam,or to first adNmlze Ps.' Inn ad'wied1. mmtmaMn AewmMniws Yaa G062.2.t Ah SyN<m bd 'I de,ces Woes lbatpowd.ga.yaCMtyf. baarrca an wppty ar PUUein, son. ismoo-and de e. eM ra s saa m M100 NA G08.222 syNam bmm�Gnp Intl tale deuces... pn-ma Woosily Is -1e 1-. ant measure now.roes an dHYdonk .vices hyd-1. ortrmd O10om saa.PPb s.-POWPor, scossmcolsand pumps Vx GO0.2] FumUwsl.dww nao menotyin pions ana wml0numsdo, lMmtlW ope,N-akn of aU aqulpmentao c tlWMg MFOW M, iDO IeofmO Nleda allm.es of openaoR mdutlln9lnkdaclnB wlwwn news. axlsUrgto-remaMSlkms M200 Pro act ubse hub DocumenWHon OewmanlMf d. pge4 In01.s Mpxn mat Project rbwoW dowOWPAP.andinoroselbus eopwaflone, Yin C1036 low wteubM11e1 wnwna xmmhed Nraq rtwNerricaimmpanenfs.eWlawntao ayaNnsccv oadbygb «gWrcm wtle;k.sah cbmoW da[unanktion ahNlluM.e: realmtlowme-cessma oh, wdmeNe WSEC comamrWafomw ao.IWlaUma M]OP Meclianlcal;P.erm)t Pjans``Gheckllst x^^ „.. ,< , , ,, MECFI=GHK'Por- idlVwMg ins x neceasaryro dstka ppmnmpliwUm fwcampliance ant Ure meGwnirsl syskma anaequrymaa mWirtmmla of ds Pyb Emor, Wngion Slab Energy Code. CvmmenaalPmWdws. APPi- C.esaCtion cco. Provioion In -con Required Mud Delnpermiltlocumenk -I- in DJpmtmis BOOP'n pa,an-. Naps C6033.4,t0 GrmP R2I R30weNrg fw plmery spa. cmditladng ayaem. intllwte S2 wogmmmabx-.1. capab. of No "A G03.2.I.it units. CaouO RZ siwpMg seNach woods Per do%..ap Ne--0-1 pumwe QW.Wit Ply. w..,s WI,. or P, bolo),repotted Iem- rage and al mmbnis is lo'Ftlaa .I; wexwpa'onhhen mdiwle mouwa avem4awn mkabkvory (nao„aormedwnkaryNreaNmn M1oD Onoub chdeUverw. mdwb Nag s}nicrosnrcconfgkota pmMenpl more Nan 150% M200 -aG0,2,11.4 UO3.26 PWPOPw .f. hutat lea:tas minUmm,roquketivopaneawow,airrovaN zone par lMC, ASHRAE 621 woVareapnwbb mdv AC.OSHA, oid:waxmpEan taken 0d.-d. nocims soncesen,id-Y no.. .-I per I.. .... no PWIAWm Pro-o, vat ' ad m s eWs miroly-gas. SD0I-Womem bur> 25 woPlalpDD poor adc; iwaew spew Indww Demmw cwxmllea monomer llissarved gym HVPC apkmisnN Iota! mdgn OSA>3.000dm,awlw NA GOJ.282 maamn thasye-h-sufaeewrwmizerwauamatitmoWaNg OSA tlamper,loc OSA mnOox are wnso-to-do demand -tor nd vmiilai. w pmWae aOsoeft d-AWW amn rot applied exwPOW Fw gyms,dw 1cutl1lwW'na ant conference raomi> copal,. mdkaba¢upexy-based NA GOJ cs Gwupwaysenews ca wngroiwhm spew xu "A" and meNW(doeee OSAdaomso-Nm,off or allwMe means poV.ae Iv aWome5ca8y rt.u[e OSA when spew is pedaily is onooWenl): G03.le4 Eodomd Nedng amok Fore0.-baring docss''..evanunimf--- system moncedaciWa6.I9aa "A GOJ.2a.d.i venWaaon mtedlan ahem f.rLOao NO2.wowuPorcy aenavrx).aW <onWl megiW (sapo.r mkn,gt NA G032s.4 Fncbae4waang gaape Fwe,absW parking gamoea,h.'rcatevenblationlexhaud-ypamaNvsted bygas msdkm G03.26A2 veofN- rysiem rot CA and NO2.ar. mongol urea. (a.ped«mWustinp); oremepUm kknn Pm- wlmlauonc.1- a bincon! aaaunwg If bxl khNon Abust Opdude al hoods) won %ot mpPIY aa,saoper aU/roan nOiewM apacw, antl makaop aa; Irapp&aNa. NA U0322.1 1"Posoaxnwstnmdc Mtliwfe Nd dmd make-,.",Aa-MWdcea not exwod l0•F a hood emese, fwkllNenawINN.InoweMauaex.edi,y2000 dm.Intllwte ezhau¢IaVmkpar .W. G032 T.1 aocwnpnanwmanW (OCV, enoyYrecovery wiranddorwgwm. dhemiso be exnmato) NA -.1.2 Lasseso.-staysfems-1 to Sysum, N_Ilrb Energy Rnmverybrropulmmmx Vvdade DovmpadtY- Fes HVAC ran maon17.61. anion manta ofvadable nosy c.WI NSG. or ammeent He G032.1J HVAC systemfans wnbdmelhoO Nat reduwadeayn eirwiumebY or. d 1...1 design presslm); sate -Pon, liken 0%arnanaer vdssie Fw OX arnaolere wiq<aa am.o Poccro-AWyx 65,000 Balm, incone numb., of wamg wtwol cadire eNges wovAnd lded a-11(-wewmpmsson w. for POO.meed camprowoss;iol.. oWWWo dlmlawmeM(w pals-)as%d Anb. NA G033.1 (UMee lnlepaW Inelmr.eon'sm<UOd(Wore beeldis wnirolkd m«sp.se lea.. kmpemfwe, awes Iem.,PWm. mdmtletl mP.P sup abBnw,wbW Ewnamixor) Fw DX.1, na rarg unis win cwling cm d AAs.Pon BUx4e and sopossoe and adfldl wo.r.,handing on" whb faux 0.4'1.loipno""' sy.m x sin".-. d m i". And mA. con."Whod(.anima npmiryw -so in mn sooe is am. orlemom,nww WrWWWA is mntmned by mod .Ois_'Py Ano ,«boor) For mahani.l mdbg systems P.-I D%entl PIM. weer wh.)ma controlcoding NA G03 z.ff.5 Fan arfbwcolwol mpome I-- -ra ksawlempemWmt toad .minimum of hap moss of Ian wnirol; dawingsl0%of Na speed hit power mango midmumowmun lP, ..INIIs.W 0urmq Petroda of low maM9 w veMNatl. only Fes oUwr,w .. ,cent, -,-I gPAPP.a D% and tithed water wooled mongol spew lemperauae by moduieiing a- in lieu of w In aohkn Is wMmlllnp capacity In msDonse foe < ro-PmvicefenwMWa(wmoOuklM a adkw,Iocak Mnimum pm kmparau ) g upgY an ppedxs5p%oltupsPomd dewing S30%aaA ..Wren powerdw,g pe,iodsalPw wolirg pr voMNa W n Dory' a axwpUw takes Prn.a ceMrd m. zwa. QDGurn 1.l 'se 3,1 to v wstm lhrtrandOeaMdhar fi¢Um Wr Table UO3.24,i2fa�� MiOD Yea CW33.d.i2 I.D. system capabOhleaInect, .en11ai1DDC system sc ofoutputwvdd pours;locate..NkIYfa treW bao hie ce sv M100 DlNtin S lams C4128.1 DwtwnsmuLon hulcaewpsncou,s uttwod is wnsomond We Pealed,,IMC Isn. Fw OSAdudwmdv, also l,deakwplmnninat eudwon tmnkaV leakage eaquaemaMa per G02.5 o.veow relard.r ulrtmeme Ilia Om Yw cain2 Yea G.....J Duct pro... dassswtiww l.Nny scenes of low, medium ao nips prenure dwbwwk an pions MP000 NA G03.2.83.3 Ngn pesawe aupxakge ma Intlsab MBh Wousse do. -.I. satingm Our ma. pbns; ors.. teproauneto dAWIP-PonIin. DnI. -ofiin f S 1 F Inmmnmia, .1 nH R3 nvor 4 tnn- An l n11 R1 Design Loacl,Calculatlort"Surrllnary _ MECH,LCJAD-CALC',The following Infoommill I shag be Included in the Wd calculation pmgmm summary subm"Ond with -a uusrgn sun. seen account rot ma awrwng enverope, ngnnng, venarauon eno accupencyroaos or me spacers/ serves oyme mechanical system. Heating antl coolingtoads shell be adjusted to account formed reduction achieved by an sPI occovery system, Ilbppircsbie. Note 2 -Computer lead ca/cWafiort program, woekshaef (idan0/y .Dome), wepulvaraM mmputationpracetlure In accordance with ASHRAE Standard 183. W15 ifflarharPinin SPIN Energy CAP. compliance I- W Cormoord.l. R2.mJ M .., 3 verses.nd a RI - Pan, 4 of 7 MeettentcalPerm)t-Plarast:Chectilis'f,`, Pm)ed Tale; MORPHE-160UnICENTER ... SIB/2018 Thaid O'co Mlec'-.... on ry.NeM oo.,appncaU.baar,siienw waM1 Ne maNenlcal systems end eWipmeMtoWaammxage asM1in9sn SNIP Enem}•CWa. LammemlR PmNskn. 0.ppuwbs sal Ia,Me $miles comaep.W Inbmsisn Nim--Muabe Uionnor ocumants LocationN Demmmin BuI."Dsss tides F.raupply mndatum dudwwkbWPd m wmonanatl seam wauWoora, Intlkem R-vale.( •oosion m aadwwxonpNna;.andy [hmae xma; nda exwv6.m Nken Fw wp,i, doc4wM OWn. In wntligmod a....mu4YndesynnupNYkmperauraxe G033.8.f Yas Go3281 Dud Mzuladw 55'f w>105'F ao Ndrafa R-value.!msdaUon on UlstlucMv. Wise ncoWaexcoptian M100 Fw GSa tl oo, c , pans.-Iftb, inekaga R-vewearimulaum m thew ekmmh. com-task UO2.f.J fw sMf-lmmad walx: r,oe sae W ion taken iiiPmas a NA U0321 In- imaasn IMln.tlaapn.mPomWm �angod Aotawmayed in plangent NkY.rlwadmsubUon (In ixbea wh mnk NA G0329.Y PlpimsAn""oxpwodb w roar lot-ossimdolpclepi. of PIpliluxUwh« des oJdogre,e4 hydl ePOmg Eermselaers IdnelyinepWpmeMiNetlWes. da.orMMECH{O famsalimd4g eydeme mpdrinp 'r amramizw anomie NA G033 AirvwwmnorroquUotl PmWmMECH{CONOfortnioiwUfgbf.ir uWlzm.';Oosa. exce nGudng iisse with west -aide ac.nandxer Miieu de'vom¢aadzer, lntlimta mplanf eAOiNa Hiss. "na Wmendmoawnaioscou -clot . bus NA G03.3.1 Intepral<0.mnomRar araowmer toles aha.walNtiwamnwMmn aemnhgumallorpamacoota,@o.mibn even wtrcmadanbnatmedankal cad x Wrmdb msd,he tome He G03.32 Ew�amkerncaUrg ayssm impel-airaW wakr VeMycmtrd meant of HVAC sypema wqn ewn«nncrsacesna Mcrcaae bulldog heatMg m via etl riwmal ration RA C40333,1 Air o-ire coons, IMk nis,P NwB OSA are retwnw camPons.-InllgurWloprovxeupio100%OSA brc.olln e1,me-somWtg Wormiaremisloondwonaheeonwn mnVdsm Ne avRlde NA GD3.31 demPorloed, unRNSO avN ei�stomperabaes d6 F�wolitlgrcakomgvkedto meet G033.32 I omited.O..nemimr waydeme wllh mdUp wpaGty L65,0008WIn.vMfytnt uabd o(mmamlzwtlwnpens trot based on anmixMm NA G03.322 Alr �Iwmaerd0h nmt con Is.kaN Mph UmUxhutcacantrd mamW mtlrequtrotl hyh Hoch Per Tade G03.3.3.3 FwapgNeamxmnwnamwarer-ewanwl,wnnbarmay ba prowaaa lnueaaetramnomixer. NA C4032.-0.i W, I Mwaesyskmxtapabk of i00%mdgn mot,p.paty ei SO°F d614S'Fwb OS0. romusss NA 04033A.2 Wasr acawmRar aredro IWkae wsa-um dgp sar.aprewamewnaentl heat evcnenpenin wawemnomka a ammrat axwma rw.ma Innu NA 103.3.1 D%eb henalingeWkment wniml FwOXalrnalidwe wfU ea�w.Tlzer alM wPllnp wpaeAy=65,Il0o Bnun.mkrb HVAC rem Ca Nnor PossVerrions OX equipment monor,gzee Fa0%eirhaolen wm,ew.mizerao eoe6r0 padlyx54,P00Blum,P-1d.... Na UIXi.24.7 onoldetec0onantl as .sole QMadNn dA tllaOnwgw(Fi>D)sYpemb mwlNrewromlzarryatom opamWnvnd mpM Nak msR trio Ene Remove Fw aysoma-foos.O5A>6,000rW.«design.1,Wdmao%saaexAee tie ..aabTeces.ints (i)w(2).Wi.ta exmm�f ar ER meUwtl:arexwpUon Won wiN molx«dn Pelcofa.m NA GOJ.51 E.rgyrewvery (ERI• vonUlaWn/eznaos, le, mm.-sibymulUpxayslemawnhe0greoate desl0n b5a>6,000cbn,wa�mgala ayobms may, apply ardor We%USA, An odag Nov in Tables G03.5.1(11 A,(2). locate .I -air ER medal: a-Iu-.kmw'M surs.,iW ca-cons limbEa- e/I¢[tlwwp tlstM«eaces OSA =ybyPsec Pardoss m GSR eore+um ab urns Patawl n.mdliwa InWracry <xMust synmms Ferbuld'ngswihlotdiabex3amta 600Ddm Ind mote meNW aenogY row ,used!. NA G03.2J3 (onergy rocov.ry) prec.nditlonsWmrorymak0-up dr ERaaeWvmeas {mIn2SF): aratamativ oohs. er bon pV eiNauet sombwndWnomak .or CEI. m rs.,n Fw Wiese, web pwb or sm. MN wear wsa. am> 29P ai, no". exheuateb ER G04104 Po.x Andmnl apes .sne in.-ao uw Are-MmI Opence YeldAeuon al, pod -or .11. 1. wakr): or exwptmnkken NA I-, G68 tt) exwuasysoc s (mwgy -,IINdwb ER Slkmhnum relaicoadlve.0 Asdisc.UWre .."I'se NeeNo.- mWro Ndes woltlonab xJ6'f Fwbuiideg*wlN ondte asam noamg elbme,IWieele eoomsete ward ER NA U035.2 !-my 1, mender-fi-poma F«Wildrysthd use ofl-our perreralW aeamwhare cwmnamtaxwimWm.Nine me, molest. w-sne onedenwb weer ER 2015 Washington ton State Ene Cade Com liana Forms for Commercial R2 and R3 over 3 .tor es and all RI 0 , 9 rgY P 201SWindkerentInficEnemyCoulCon lance Forms rot Commemid Build Indutlin RZS R3over3 stones and all Ri Revlsed JPm, 2017 Project Information Now one 110"HE-SOUTHCENTER Data 5/s{2019 .df MdiduasesecanmspoMb BosiP, Depthe Mc.WmharmintImaWn pmvldsd. w.o Company Name OAUSMAN&MooRE i100 HIGHWAY SAIRP PALMN SSt Co try Add 36W SUITE T00 13 rope AppUso f Name, PAUL HASLACH Appficanf Pl..' 651,03 "Ost Project Description L New Building L Budding Addition L Tennt impovemeM L system Retrofit (_ No Syerem charges Drleg tlesdiba mechanical a stems M y rhblexlb.bob ed L Tmal ewg Petfmmanre (TBP) This pith loPAsdss ail moodetory pov orb per C401.2 Opbn 2, MECH-Sual MECH-CHK and C407 E"m, Anayas/ required. LLead wlcuNibn mmmdry L MECH LOAD-CALC Form Design Load Calculations ProNtle design food cecubtbns for aU meconood systems and oqufprrsm sorvmg lha budding heating, coding in dNtiog needs He bad cekulahon swwnary is powdedwdh ffm.-1 dxumenfs "onsiboa armp�.b+e compliance mfwma6on then the MECHi0A0-CALC Iprtn ls,ra mmllmd. L= As...Ol.l Plans L MEC-0 Forms n80) Mechanical Schedules tndl.feb.ibn o(.uipmmnf cnmptian. Mrom,abn. 0providoa. ague wren MECH-Eo romu am rcotmwxaa. howavw, irxtude. pmns ne eppliwbia compitem, bouns.PW listed M MECH•EO Nbtes C WAS is required per CA036 of.cirm Jury 1. 2017(aK ,mNe, education Nbmry ant foe sNWn Accon-6-0 Ag ocwplod. conditioned moss abell be sand bye DOAS met dottrels mmsoof smn itionn air in A manor mostdoes rbf require space mroyhoninO l opemWn. Space smdilbning fans cyrhod ohrosom no has(," w ocisms is mmoret.. Dedicated Outdoor Air C Ven61aU0I Plovimd vN natkal ventllaUon per20t5 IMC M fie. aI Do's(G03s, Exception t) System Requirements and C venluagan ales a➢aw mndmdrlap P„«.sd nv a HEvaV cy6fam Per GOa.T in ne,,..r Dnps (GDl.s, Exwpgan High Efficiency VAV 2) CDOA3 MCItrmOMpoleci. 6lNoughrW rawlod(ocwpancy not oNka,remil. etlu.tion.INrary .,lire ateilbn) Alternate C DOAS rdaetl agowarmoa lnduded Mproiecb C PossodsvevetU.IfenapmlWMUImumareaanoxmnw Mweasedte40%WG02.4.1.4WMt00%W wWlliorretl tmp area In bugtlirg served by DDAS, L Exwptbntoah ecesromimr Per CA03.3 Exception 1, Mdude MECH-ECONO Ions, C PmjoHirWudes HVAC air WaMfaa sychurs that Woods heatMg amNs coding fryes, povlda AAAECH--FANSYS SUM bass. Pan Power C For or. or more syoosm, Me-1 fa ..to, numusius, hp of ail fvs in HVAC sysem sots-5hp. hwsvpoweryhmsAdd RAW.a C403.2II and MEC*FANSYSDCCfic-Amsimmelnls and asoPPOPna C Hydmm...led moat« C Wal«-boPhont pump C Nonyamnk ayatama HVAC Hyd[OniC Systems C Hydranw heating wear C Goome a C U052 owe firsOns HVAC sq.IIII. end 111 systems Resumes 9Minhe Gng Andwaingbbncy0 be equipment Nsbd M Innor Ce0323(*i9) P, 81-uslu,heal Dumps end host owvary chits,. All opupsn.nf Xs(edm robins C40.i.23(i)-(7) mwtbo 15%more eMpuntthan Mnrmum requduments AHa(endaNx aupplY.Plum, erM exhaust tans over fn O,.tbavb FEQx7f endAsonbo C406 Additional beNaed mdom 10%ormaxlmdm tool wsNtic pressure. Efficiency options- L Ub6.6 Dediwied.td.r a r sysmm iDOAS) Mechanical Rbmsms 90%ofcmddoned 6owmma to be sWoedby a DOAS.r C4036 Nat POOn Mg wnalaiion win, ,and met a.. n+mcurm corn' "Wou"Prry urn"i'mrbn. L 0406.7 Reduced anWilyin eAni water healing Requmes40ii0flowbmetb cupant,tim sGsbdm C406.71endptatW%Wem.rhor twl.Jgyrue ba posidodbyhonspump, wvaa hoof o.wrywsatar warorvhoating sysloma. ore I, and all ..e .. Mechanical Perrn)t Pias Gt�eeklst .. „ i „.MECH.-GH1< A171l7lTLt.Rl� ThmoresesseA. kncolb. bNecknns.r. MwbnMmmgsnarwNlM maaanka aymmsao eW pmmirmuhemeNsd Us WeMMpbn SkN Enar@y Cane, Cammerdal PmWsiona eoeSepia code PR)NANW IMaim-o. Rmuired-Mvda<M pemM.x W. -I-. 6W.IngDsom"Mo.bommwls Notes seton-,ereNg<raxncaPacHYtw,denlG rAIII111 b,l E.rgymcovary1don.WER1.A,GO].SA ..'P, Cmaesry .flan aopg^wrvka hot wetel batl>250.IIO08Wm. indurate conmma ERta weewleeM. weer, w AP.PUon.-Prod. wkdoss._q Na amount of ncovered hen no, Naixed 160%ol . heal rejttdon bur .,rent. service - to I-), HinhenkSiouseCarstroda Fw Oyu -system roans, mow* 17.5 no Indicate msbo of miss. Aar wMmi NSD., UO3'.13 Varlede MwconUd- %c epuxaleN maned Natnquwai3o%deign waaege a150%.p0n @u. flow): oak NA G03.42T hyd. tam Pumps IEenblyw+wNm hydonkwixova DDC eontmh eW aaeodatW mmmrd Pumpmeetl contra dgrauohy om,buixmen o cm=,I,1A Fa homers tot pmvbo buWtmO iwathq. toles mnacie mat proWae tsanrg wakr ,sreaue setback based an aAww ampere W re Fwnwlhg M.We.Pweld aypemaa300.000beWr,8kkeksystemsaroa b L403.25 Hydonic syetom eabark OnWi.. ukmWpreed to 3mi.sin'no based tlemantlweaw Gon Liken. IfsyHam pumpmoMr� 9np,aholntlicas anWk alamaUca reau<e lbwby250°k. NA D40.1A.2A no Pao lwdmiada FP, ...I wad PYalems R 3bb.PW so-, Pump rabid V 23 Iq,)N uen,dy ar.oinwda, MonkVSD a.ogeepampameNUWmWf' yasmand Mw Is" And ro)edJon Nw Na ratlwe Ixmm sew m met one urn W l vales x nmdy wee own, d io maMsinemir9mkn dgoreMial «euwe eon Wm NA G034,2 6dlir 60q.mgn0 ioiwte eufomaacmnbdn musequema .nUan.-Wosbdxm NA G03.4.fi tW gas 6ypesnllmLaWn Fa mokngaqulpmsnt wlU M1d gee borate prov.oeltlrwmWtlple pep wl.edag 11 mode also lolaeb dew eel aTaNe C40346 xa Gm.422 Two- mar Ww Nan9 v Iildnte Ne armedbao min l6'F nee I mode elktlWl mdcne w ,guru t ) d^g weans ,g ng m 13o'F 14A C10342.6 gUlkrlsolar iadMlon pump Id_APum._ rWNeaA_Pmtluwovarea MhUvamiffidaecow Nrough b.ividua sMw�n aWiM boAen wren ,bloom � Fa ow9efaP wINk^mekmxT,5 hp, OE- VSD and malood b whist sit.peed 'Qus.' Hoal AsPoWs aWlpmaM- (oglmw,t tl )wleavmg wig tempemWrowwoameMtmpamhxarpesmrdhea Wo- tba 11.ti vedallo powwnWl F«muitlpN.wtl.at rofoplonequlpmant wlU VSD, MdkBre canirola Uatmmpail lannM unlmn G603.11.1.2 Nos 04034.3.3 Hna rejacUbn eWipwnt- IMkaodpenand,Ndaonry bumrs wlN munpk mmpe«VSD vmhd ere malgned seen 1 wWn9 foworfNwwoaan can as urn In Paraisi NA Cabil.4, .1 Waersoplo, Wmp- AWdbmd Per-musbaryacenaa.Poomen to-o,mlNmum 20•F wok AWoy OP_P Aum d.-W be Won heat mmdLinarsions sonmodea:wnscoPrcrosso NA G03.423.2 Wadiwphm[pump- atrel. on PWlDm<rlt inaicaetypa df moliig knoutteam-wtlosea a4,.vltjMmuipmeM etl MWa; inaiwlemeNod zone 4 used 1.Omltalsmheeb W, wfsn heat mleNonx.. n.tlttl NA G03A.2.5.2. Watorfpnealpump- at mfndiwequlpmani, F«owi>«ciwatla,wnwdkg Nwan.proWaeetreatnx[hwwr Nei sa.retwgs cadl,g e5 t pwar And heal pump cop NA UPlA.Z1,3 waterlmpM1.lpenP- isdPem vdvea Fw lrytlroMc ma WmP ayciema wan ktd.yamm porter>YOnp, i,.iwie2-way leael.n valves on each sea con ao vadaMa Omna t<m mdroi Dedicated Outd.r/drS ems crAS -O ths, domob 6 16 Presorted. 72016 mraryaorae Ucn maw0.AAwAs saws fwsWdrignvnN son mh0,nas, NA Cd03.e.3 GI. DNkalWauswrar slkma in wpam.... nNnUon ¢I plea spa pmodo vnA a00As eyztem' wdommentmmpnmwwnn G0tinica rePoWny,wameP'Jan Wen (bWimrgswnglyi,g wlbl UO2 d. i.b w U06 6 may not uUhm exceptions) EnargyrewveryveWIPson fa dI00AS �ystem�.kV.lb oxhawta rER mothotl.wexwpuon Wen wNh auppwing NA Goa.6.i reND0A5 .kOPPIP.,loka(a ER mod eRttNe.se lha Ndeaaw OSA enNapggi50X he.Q on delk.Mwn QSA ens realm ek entlmi 'ea atmdnn molUcna. Wicae eWipmahasaodcl•0 wIN U. QelNeryaswN s. hwMPmtl mdmud.l. Hoao, hydmnk WmpapimW,PbmWWe etc)aemMeurcCtopmloa.and.Mr II,iomeMx NA Uo3.62 wnwx WDgsyaem wiN DOAS c.flgme0.lnn tlarn, wnan arerelz mcaifwhoalrgatwWngqus xone Ney serve P APPtybg Earrial sic-" Wolisg Janausota.hmb5gln Usswwticorson iband Podom. mauaeran walk matnedwo 2015 Washington State Energy Code Compliance Forms for Commensal 3 oR2 and R r 3 stories antl all Rt va 20i5 Washirglvn Sala Energy Coda CampSan. is as Fomklw Commwcbl Brdldirgs bsdWing R2SR3 ovw3a.des ant allftt Revxed J,es-201T Eculgwnt Type is) C Hawal.rhP.WQP,U(s) C Mstpn.mous C N.PoWcewatersyaems Seri,ice Water Heating Systems C Ded.kd holier C Heat axd.rye fiom epees heatbokror P.moshot-Wan ne D'sMbulion Type (s) C clmufationsys.. C onaamand Commissioning ComMl.knlrg x mquimtl I— t- CMechanialsystem par U08.2 C5-ice water neafg.,mm, per C408.4 Ifmq.med. carromassonsno most he PPmmadINnc appticogle systems mgumob S ofhobsWual equipment capacity. Exw.ybns to oomM nog resPoomenll' C Total output cap 'ty W an -..A. space cmditbnblg systems In gm bWid.g do not...Pd 240.000 s1Wh nob". w 3001000 Blufi boating Madmrii al systems-ssbnhg .t no irad. L Cmadry largest sent. wakr heat ng system m buUQing ores not ex.etl200,000 atWh. Sorviw water heating systems wmMsaianmo rzar mqulrod Low Energy and Semi -Heated Spaces (Notes-7) Peek Spew -"not cWIWf CondllmUg Spa. Typo Lo.Look, Plans) Spaio(5)Serred Amu served aduarb sot Ca.dty. an",cePedK, (Nofo 4) finish (Nogg 5) Ca.chy, atums' ComPIA,w Chods Notes Nora 4-Provbb low ism,1,d heating oulprt.➢aafyofsysame sowing Los, Enaml, b SamFfleafod spe.(s)mDtw. No. S-Provde rom(/rrtel I brs dame Low Ene es In DtWA Nof alb f erONmco.lin. Lid old rg.pavly Y e+WN rmy smecl) wad case brad spaces. Enf g Nara 6-Refer to SWAP, C4021,1 Low Energy Nae7-Rests Baotou C402.f. f.f and SmNJBfeWaidsmdgS"I"Nd a.k space.rltlifbnrg .peclfy aeafxgbYcodg. m", eced 3.1 SWh Inc. of M1.pimrosxeedlllbsh'a. Onlys or- wf(hout sbddc rosls.r¢p Isi-no coonng aro.Ginty, fw in. -0 bsumr n axcupion under sons...' MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690,5525 www.finn-daniels.com CONSULTANTS: v' x Mechanical and Electrical Engineers SEAL/SIGNATURE STORE #: 047 PROJECT: WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: PAS CHECKED BY: KRU ISSUES AND REVISIONS: 100%CHECKSET 05,16.2019 LL/PERMIT/BID 05.23.2019 RECEIVED SHEET TITLE: CITY OF TUKWILA WASHINGTON ENERGY MAY 30 2019 FORMS PERMIT CENTER SEPARATE PERMIT AND M300b�,', Southcenter Morphe HVAC Load Analysis for Finn Daniels Architects 2145 Ford Parkway, Suite 301 St. Paul, MN 55116 COMMORCIAL Prepared By: Thursday, May 23, 2019 cu -FpMFramrnarelaf Hvnc LoaM Ga( taUnn ProAram - ,Eta 111 ;. 0 EoRwara 10aV4yoranent, usinan B,Mdore iat?au1! ' 'SoulhcealeiMSrGhe' Air Handier #2 - VAV--2 - Total Load Summary Air Handler Description: VAV-2 Variable Air Volume Supply Air Fan: Blow-Thru with program estimated horsepower of 0,27 HP Fan Input: 85% motor and fan efficiency with 2 in, water across the fan Sensible Heat Ratio: 0.91 -- This system occurs 1 time(s) in the building. -- Air System Peak Time: 3pm in July. Outdoor Conditions: CIg: 88' DS, 69' WB, 77.31 grains, Htg: 21' DS Indoor Conditions: CIg: 75' DB, 50% RH. Htg: 70' DB Summer: Ventilation controls outside air, - Winter: Ventilation controls outside air. Room Space sensible loss: 144 Stuh Infiltration sensible loss: 1,934 Btuh 35 CFM Outside Air sensible loss: 7,042 Btuh 135 CFM Supply Duct sensible loss: 287 Stuh Return Duct sensible loss: 0 Btuh Return Plenum sensible loss: -130 Stun Total System sensible loss: 9,277 Btuh Healing Supply Air, 2,3651(,986 X 1.08 X 16) = 135 CFM Winter Vent Outside Air (100.0% of supply) = 135 CFM Room space sensible gain: 3,351 Btuh Infiltration sensible gain: 523 Btuh Draw-thm fan sensible gain: 0 Btuh Supply duct sensible gain: 799 Btuh Reheat sensible gain: 11,309 Btuh Total sensible gain on supply side of coil: 15,981 Stun Cooling Supply Air, 15;981 1(.986 X 1.1 X 20) = 737 CFM Summer Vent Outside Air (18.3% of supply) = 135 CFM Return duct sensible gain: 163 Son Return plenum sensible gain: 177 Btuh Outside air sensible gain: 1,903 Btuh 135 CFM Blow-thm fan sensible gain: 683 Sion Total sensible gain on return side of coil: 2,925 Btuh Total sensible gain on air handling system: 18,906 Btuh Room space latent gain: 1,260 Btuh Infiltration latent gain: 291 Btuh Outside air latent gain: 1,060 Stuh Total latent gain on air handling system: 2,610 Btuh Total system sensible and latent gain: 21,517 Btuh Total Air Handier Supply Air (based on a 20' TD): 737 CFM Total Air Handler Vent. Air (18.32% of Supply): 135 CFM Total Conditioned Air Space: 737 SgJ1 Supply Air Per Unit Area: 1.0001 CFM/SgJt Area Per Cooling Capacity: 411.0 SgJtfTon Cooling Capacity Per Area: 0.0024 Tons/Sq.ft Heating Capacity Per Area: 12.59 BtuhlSq.ft Total Heating Required With Outside Air, 9,277 Btuh Total Cooling Required With Outside Air: 1.79 Tons P:186806122 MECHICALCULATIONS1SouthmnterTuWla. WA.CH8 Thursday. May 23, 2019. 12:29 PM eHVACLaadst'atcui3'it+NCNkelirarn', ' piro SefiwaCa13ad6tupniehklne:. £auyman&fktpc?@:t$tiPauq 717777 Saa3>�raerMorahe.. Buildinja Summary Loads Building peaks in July at 3pm. t3ldq Ladd >' Area, , B , °aeTut ,' ': L st den Roof 0 0 0.00 0 0 0 0.00 Walt 0 0 0.00 0 0 0 0.00 Glass 0 0 0.00 0 0 0 0.00 Floor Slab 0 0 0.00_ 0 0 0 0.00 _ Skin Loads _ 0 _ 0.00 0 0 _ 0 0.00 Lighting 5,114 0 0.00 0 18.322 18,322 14.61 Equipment 6,000 0 0100 0 21,496 21,496 17.14 Pool Latent 0 0 0.00 0 0 0 0.00 People 61 0 0.00 12,574 15,986 28,560 22.77 Partition 0 0 0.00 0 0 0 0.00 Cool. Pret. 0 0 0.00 0 0 0 0,00 Heat. Prot. 0 0 0.00 0 0 0 0.00 Cool. Vent. 875 0 0.00 6,868 12,333 19,201 15,31 Heat. Vent. 875 45,640 80.36 0 0 0 0.00 Cool. Infil. 168 0 0.00 1,387 2,493 3,881 109 Heat. infil. 168 9,227 16.25 0 0 0 0.00 Draw-Thm Fan 0 0 0.00 0 0 0 0.00 Blow-Thru Fan 0 0 0,00 0 3,256 3,256 2.60 Reserve Cap. 0 0 0.00 0 0 0 0,00 Reheat Cap. 0 0 0.00 0 26,157 26,157 20.86 Supply Duct 0 1,863 3.28 0 3,812 3,812 3.04 Return Duct 0 0 0.00 0 716 716 0.57 Misc- Supply 0 0 0.00 0 0 0 0.00 Misc. Return 0 0 0.00 0 0 0 0.00 Plenum Adj. 0 65 0.12 0 0 0 0.00 Building Totals 56,795 100.00 20,829 104.572 121,401 100.00 Buildifq ysr� - Gain I -15.31 Ventilation 46,640 80.36 6,868 12,333 19,201 Infiltration 9,227 16.25 1,387 2,493 3,881 3.09 Pretreated Air 0 0.00 0 0 0 0.00 Room Loads 687 1.21 12,574 69,935 82,609 65.80 Plenum Loads -621 -1.09 0 12,027 12.027 9.59 Fan/DucVMisc Loads 1,863 3.28 0 7,784 7,784 6.21 Building Totals 56,795 100.00 20,829 104,572 125,401 100.00 Total Building Supply Air (based on a 20' TD): 3,516 CFM Total Building Vent. Air (24.89% of Supply): 875 CFM Total Conditioned Air Space: 3,516 Sq.ft Supply Air Per Unit Area: L0000 CFM/SgJt Area Per Cooling Capacity: 336.5 Sq.ft/Fan Cooling Capacity Per Area: 0.0030 TonslSq.it Heating Capacity Per Area: 16.15 Btuh/Sq.ft Total Heating Required With Outside Air: 56,795 Btuh Total Cooling Required With Outside Air: 10.45 Tons P.186806122_MECH\CALCULATIONStSoutheenter Tukwila, WA.CH8 Thursday. May 23. 2019, 12:29 PM ihvoh-FnHCnmmarck4TNVACt.eada Gatculaffan Piopram '. .E9ie 6rMuiara ttavaslsnment lnel 3,Maexa (.. awl f4aoha Air Handier #3 - VAV-3.-.Summary Loads `156seriptian ; -Area s ' ' San -Grin LaLlBain ,'',:Ht� O A.' . ;. CIg:O,A.' No'`': ,RomlPeaklma :' People ' "to-epm- :' Clg-CFM` . " S,Pxh ° 12eq:CFM' t2a9ZIF F 3 Studio 293 826 4,824 929 Direct Direct 3pm July 5 65 293 0 65 65 3,370 0.22 1.00 0 65 65 3 Plenum 0 .52 454 0 None None 9pm in February 0 0 0 0 0 0 0 0 0 _ 0 0 _0 Room Peak Totals: 293 826 5,277 929 Total Rooms: 1 5 65 293 0 65 65 Unique Rooms: 1 3,370 0,22 1.00 0 65 65 P:186866122_MECHICALCULATIONS\SouthwnterTukwila, WA.CH8 Thursday, May 23, 2019, 12:29 PM I Air Handler ff1-'.VAV.1 - Snmmary tinadc I I 1 Sales 2,486 7,009 37,674 11.481 Direct Direct 3pm July 50 675 2.486 0 675 675 28.589 0.27 1.00 0 675 675 1 Plenum 0 -439 11,396 0 None None grim in February 0 0 0 0 0 0 0 0 0 0 0 0 Room Peak Totals: 2,486 7,009 48,971 11,481 Total Rooms: 1 50 675 2,486 0 675 675 Unique Rooms: 1 28,589 0.27 1.00 0 675 675 16806122 MECHICALCULATIONSX$outhoenter Tukwila, WACH8 Thursday, May 23, 2019, 12:29 PM a • AC sC h42i' .� Ch ac FaB...' riialHV. hart sY....a8on1?rog4am ;, , .: C<rnmd ".,; , ; E11te5nittgam t3ar m ::. oPm e1.,Me. zxaus+nanaAkbore lBEPauO';. Southci'•.nferMmoha. Air Handler #3 - VAV--3 - Total LoadSummalry Air Handler Description: VAV-3 Variable Air Volume Supply Air Fan: Blow-Thm with program estimated horsepower of 0.11 HP Fan Input: 85 % motor and fan efficiency with 2 in. water across the fan Sensible Heat Ratio: 0.87 - This system occurs 1 time(s) in the building- -- Air System Peak Time: 3pm in July. Outdoor Conditions: CIg: 88' DB, 69' WB, 77.31 grains, Htg: 21' DB Indoor Conditions: Cig: 75' DB, 50% RH, Fla: 70' DB Summer: Ven81afion controls outside air, - Winter. Ventilation controls outside air, RoomSpace sensible loss: 57 Bruh Infiltration sensible loss: 769 Btuh 14 CFM Outside Air sensible loss: 3,390 Btuh 65 CFM Supply Duct sensible loss: 138 Btuh Return Duct sensible loss: 0 Btuh Return Plenum sensible loss: -52 Stull Total System sensible loss: 4.303 Brun Heating Supply Air. 965 I (.986 X 1.08 X 14) = 65 CFM Winter Vent Outside Air (100.0% of supply) = 65 CFM Room space sensible gain: 4.616 Btuh Infiltration sensible gain: 208 Blum Draw-thm fan sensible gain: 0 Btuh Supply duct sensible gain: 318 Btuh Reheat sensible gain: 1,212 Btuh Total sensible gain on supply side of coil: 6,353 Stun Cooling Supply Air: 6,353 / (.986 X 1.1 X 20) = 293 CFM Summer Vent Outside Air (22.2% of supply) = 65 CFM Return duct sensible gain: 62 Bruh Return plenum sensible gain: 454 Btuh Outside air sensible gain: 916 Btuh 65 CFM Blow-thm fan sensible gain: 271 Btuh Total sensible gain on return side of coil: 1,703 Btuh Total sensible gain on air handling system: 8,056 Btuh Room space latent gain: 814 Btuh Infiltration latent gain: 116 Btuh Outside air latent gain: 510 Btuh Total latent gain on air handling system: 1,440 Btuh Total system sensible and latent gain: 9,496 Btuh Total Air Handier Supply Air (based on a 20' TD): 293 CFM Total Air Handler Vent. Air (22.18% of Supply): 65 CFM Total Conditioned Air Space: 293 Sq.ft Supply Air Per Unit Area: 1.0001 CFM/Sq.ft Area Per Cooling Capacity: 370,3 Sq.1VTon Cooling Capacity Per Area: 0.0027 Tons/Sq.ft Heating Capacity Per Area: 14,69 Btuh/Sq.ft Total Heating Required With Outside Air. 4,303 Btuh Total Cooling Required With Outside Air. 0.79 Tons P:186806122 MECHICALCULATIONSISouthmnier Tukwila, WA.CH8 Thursday, May 23. 2019. 12:29 PM Vie'=t•dtl0otnmarel HVACLUada Cakuia6atiP+stpiafia , ; : iEituEwkwara Geveimpneit4Gw.. tausmanB. Mnote i8t Pawl „ , , 5buthcert4rMdmfie,'.. Air Handier #1-VAV-1- Total Load Summary Air Handler Description: VAVA Variable Air Volume Supply Air Fan: Blow-Thm with program estimated horsepower of 0.92 HP Fan Input: 85 % motor and fan efficiency with 2 in. water across the fan Sensible Heat Ratio: 0.82 -- This system occurs 1 time(s) in the building. - Air System Peak Time: 3pm in July. Outdoor Conditions: CIg: 88' OB, 69' WS, 77.31 grains, Htg: 21' DB Indoor Conditions: CIg: 75' DB, 50% RH, Fig: 70' DB Summer. Ventilation controls outside air, - Winter: Ventilation controls outside air. Room Space sensible loss: 486 Btuh Infiltration sensible loss: 6,524 Brun 119 CFM Outside Air sensible loss: 35,208 Btuh 675 CFM Supply Duct sensible loss: 1,437 Btuh Return Duct sensible loss: 0 all Return Plenum sensible loss: -439 Btuh Total System sensible loss: 43,215 Blur, Heating Supply Air. 8,447/ (.986 X 1.08 X 12) = 675 CFM Winter Vent Outside Air (100.0%of supply)= 675 CFM Room space sensible gain: 35,811 Btuh Infiltration sensible gain. 1,763 Btuh Draw-thm fan sensible gain: 0 Stuh Supply duct sensible gain: 2,695 Btuh Reheat sensible gain: 13,636 Btuh Total sensible gain on supply side of coil: 63,905 Btuh Cooling Supply Air: 53,906/ (.986 X 1.1 X 20) = 2,486 CFM Summer Vent Outside Air (27.2%of supply)= 675 CFM Return duct sensible gain: 491 Btuh Return plenum sensible gain: 11,396 Btuh Outside air sensible gain: 9,514 Btuh 675 CFM Blow-thru fan sensible gain: 2,302 Btuh Total sensible gain on return side of coil: 23,703 Btuh Total sensible gain on air handling system: 77,609 Btuh Room space latent gain: 10,500 Btuh Infiltration latent gain: 981 Btuh Outside air latent gain: 5,298 Btuh in To at latent gain on air handling system: 16,779 Btuh Total system and latent gain: 94,388 Btuh Total Air Handler Supply Air (based on a 2W TD): 2,486 CFM Total Air Handler Vent. Air (27.15%of Supply): 675 CFM Total Conditioned Air Space: 2,486 Sq.ft Supply Air Per Unit Area: f,0000 CFM/SgJt Area Per Cooling Capacity: 316.1 Sq.ftfTon Cooling Capacity Per Area: 0.0032 Tons/SgJt Heating Capacity Per Area: 17.38 BtuhlSq.ft Total Healing Required With Outside Air: 43,215 Stun Total Cooling Required With Outside Air: 7.87 Tons P186806122-MECH\CALCULATIONS1Southcenler Tukwila, WA.CHS Thursday, May 23, 2019, 12:29 PM CLti '. „"m Chvan «PiNlCuriiinaedlaf,HVA ads �af4r+taHonPragra teen ttrde.: EN fturarretFitvsluktn4h4 Gaylwtisn�RAadradStPaM ..; 'e' , '.. , ; ,' , ';;,, ', ;9authterrietlWatihe:: Zone Detailed Loads At Zone Peak Times Laaiiy UOt . `' SC Ci1D- U.Fec'; fan.. Plenum 2486 s'3"9' w:0.6 0.310 3,006 0.186 462 Lights-Prof=t 4,513 0.100 1,540 Equipment-Prof=1 5,000 1.000 17,061 0 People-Prof=1 50,0 1,000 12,500 10,000 Cool. InfiLAC/hr 119 1,679 934 Heat. infll AC/hr 119 _ _ 52.160 6,213 Subtotal 35,785 10,934 6,676 Safety factors: +5% +5% +5% Total w/ safety factors: 37,574 11,481 7,009 [Room'`. -B H - AkHi litlieksisensiblei ' Plenum 737 s:3.9, w:0.6 0.310 891 0.186 137 Lights-Prof=1 345 0.100 118 Equipment-Prof=1 200 1.000 682 0 People-prof=7 6.0 1.000 1,5o0 1,200 Cool lnfil.AC/hr 35 498 277 Heat. InfiLAClhr 35 --1,477 52.160 __.... 1.842 Subtotal 3,689.. 1,979 Safely factors: +5% +5% +5% Total w/ safety factors: 3,873 1,551 2,078 n" Plenum 293 '... s:3,9, w:0.6 0,310..: 354 0.186 54" Lights-Prof=1 256 0.100 87 Equipment -Pro f=t 800 1.000 2,730 0 People-Prof=1 5.0 1.000 1,225 775 Cool. InfiLAC/hf 14 198 110 Heat. InfiI.AC/hr 14 52.160 732 Sub -total 4,594 885 787 Safety factors: +5% +5% +5% Total col safety factors: 4,824 929 826 e PLCredit Cool 2,486 -3.9 0.310 -3,006 PLCredit Heat, 2,486 -0.6 0.310 -0.186 -462 Lighting 4,513 13,859 Subtotal - _-�--�-----�-�-_-_10.854 0 462 Safety Safety factors: +5% +5% +5% Total w/ safety factors: 11,396 �0 -439 P.IS680622__MECHICALCULATIONS\Southcenter Tukwila. WA.CH8 Thursday, May 23. 2019.12:29 PM Plenum 2,486 s'3'9' 0.310 3.006 w:0.6 0.166 462 Lights-Prof=1 4,513 0.100 11540 Equipment-Prof=1 5,000 1.000 17,061 0 People-Prof=1 50o 1.000 12,500 10,000 Cool. InfiLAC/hr 119 1,679 934 Heat. InfiLAC/hr ..... -.. 119 _... 52.160 . ...... 6,213 Sub -total 35,785.._ 10,934 6,676 Safety factors: +5% +5% +5% Total wl safety factors: 37,574 11,481 7,009 PaornBL7Hpaaks {sans4leJ }n hAy 4t grim, Air HandJr'2VRV�2;Zone A, 1.05t,737.tS, CtinskucC cot „ Plenum 737 s:3.9, 0.310 891 w:0.6 0.186 137 Lights-Prot=1 345 0100 118 Equipment-Prof=1 200 1.000 682 0 People-prof=1 6.0 1.000 11500 1,200 Cool. InfiLAC/hr 35 498 277 Heat Infl.AC/hr 35 52.160 1,842 Subtotal 3B89 1,477 1,979 Safety factors: +5% +5% +5% Total w/ safety factors: 3,873 1,551 2,078 Plenum 293 s:3.9, w:0.6 0.310 354 0.186 54 Lights-Prof=1 256 0.100 87 Equipment-Prof=1 Soo 1.000 2,730 0 People-Prof=1 5.0 1.000 1,225 775 Cool lnfI.AC1hr 14 198 110 Heat. InfiI.AC/hr 14 52160 732 Sub -total 4,594 885 787 Safety factors: +5% +5% +5% Total w/ safety factors: 4,824 929 826 PLCredit Cool. 2,486 -3.9 0.310 -3,006 PLCredit Heat. 2,486 -0.6 0.310 -0.186 -462 Lighting 4,513 13859 Sub -total 10,854 0 -462 2 BOH 737 2,078 3,873 1,551 Direct Direct 3pm July 6 135 737 0 135 135 8,476 0.18 1.00 0 135 135 2 Plenum 0 -130 177 0 None None gpm in February 0 0 0 0 0 0 0 0 0 0 0 0 Room Peak Totals: 737 2,078 4,050 11551 Total Rooms: 1 6 135 737 0 135 135 Unique Rooms: 1 8,476 0.18 1.00 0 135 135 P:186806122_MECHICALCULATIONStSouthcenler Tukwila, WA.CH6 Thursday, May 23, 2019. 12:29 PM PLCredit Cool. 737 -3.9 0.310 -891 PLCredit Heat. 737 -0.6 0.310 -0.186 -137 Lighting 345 1,059 Subtotal 168 0 .137 Safety factors: +5% +5% +5% Total w/ safety factors: 177 0 -130 t PLCredit Cool, 293 -3.9 0.310 -354 PLCredit Heat. 293 -0.6 0310 -0.186 -54 '.. Lighting ..-... --..- 256 _._ .... 786 -_ Subtotal 432 0 54 Safety factors: +5% +5% +5% '.. Total w/ safety factors: 454 0 -52 P:186806122 MECMCALCULATIONS1SouthmnterTukwila, WAcH8 Thursday. May 23, 2019, 12:29 PM CNuao-Full CcmmerdialOVACL-"ValeufaOeJfriropram "' Ellb ECOwmre aayabmnent, Me. `i+9path541,6Miu�obr882P&rn , ' ;.,"§¢4/iheenlerMaryha,. Roam Detailed Loads At Room Peak Times (coned) L0 Unit "Sly GITo " 400, IJ.Kdd Sarr Safetyfactors: +5% +5% +5% Total w/ safety factors: 11,396 �0 439 PLCredit Cool. 737 -3.9 0.310 -891 PLCredit Heat. 737 -0.6 0.310 -01186 .137 Lighting 345 1,059 Subtotal 168 0 .137 Safety factors: +5% +5% +5% Total w/ safety factors: �177 �0 -130 PLCredit Cool. 293 -3.9 0.310 -354 PLCredit Heat. 293 -0.6 0.310 -0.186 -54 Lighting 256 786 Sub -total 432 0 -54 Safety factors: +5% +5% +5% Total w/ safety factors: 454 _._...0 -52 RECEIVED CITY OF TILIKVAIJ MAY 302019 SEPARATE RMIT CENTIF PE 11TAND ll°`�vtiiiiltGiY MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H I T EC T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com SEAL/SIGNATURE STORE #: 047 PROJECT: MORPHE WESTFIELD SOLITHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: DRAWN BY: CHECKED BY: ISSUES AND REVISIONS: M0047 PAS KRU 100% CHECKSET 05.16.2019 LL/PERMIT/BID 05.23.2019 SHEET TITLE: HVAC LOAD CALCULATIONS P:{86806122_MECMCALCULATIONSiSouthcenter Tukwila, WA.CHS Thursday. May 23. 2019, 12:29 PM P:186806122 MECHtCALCULATIONS1Southcenter Tukwila, WAcH8 Thursday, May 23, 2019, 1229 PN PLUMBING FIXTURE SCHEDULE TAG DESCRIPTION DOMESTIC WATER DRAINAGE FIXTURE UNITS FIXTURE UNITS (R)WH-1 EXISTING RELOCATED WATER HEATER: STATE - 6 GALLON, MODEL PCE-6-10MSA TANK TYPE WATER HEATER, 1.5 KW, 120V/1. — — WC-1 WATER CLOSET: AMERICAN STANDARD CADET ELONGATED PRESSURE - ASSISTED ADA COMPLIANT-1 GPF 2467.100 PROVIDE TRIP LEVER ON OPEN SIDE OF FIXTURE ALTERNATIVE CONFIGURATION MODEL 2.5 3.0 4142.801. FURNISH WITH AMERICAN STANDARD MODEL 5910.110 OPEN FRONT SEAT -ADA COMPLIANT - COLOR TO BE WHITE. LAV-1 LAVATORY: AMERICAN STANDARD LUCERNE 0355,012 WIZURN 1231 CONCEALED ARM CARRIER. 1.0 1.0 FURNISH WITH KOHLER FORTE K-102154 CENTER SET SINGLE HANDLE FAUCET -1.2 GPM. PROVIDE WITH GRID STRAINER DRAIN AND ADA INSULATION KIT. WHA WATER HAMMER ARRESTOR: SIOUX CHIEF 653-A SERIES OR EQUAL BY PREVISION PLUMBING PRODUCTS, INC. TFDA FLOOR DRAIN: ZURN MODEL # Z-415-66, CAST IRON BODY, COM81NATION INVERTIBLE CLAMP AND ADJUSTABLE COLLAR, 2" BOTTOM OUTLET WITH 6" ROUND NICKEL — 2.0 BRONZE STRAINER, INSTALL WITH DEEP SEAL P-TRAP. TP-1 TRAP PRIMER: PRECISION PLUMBING PRODUCTS MODEL#PR-500 WITH ADJUSTABLE FLOW RATE, INTEGRAL VACUUM BREAKER AND INTEGRAL BACKFLOW PREVENTER. _ — MOUNT ABOVE CEILING IN AN ACCESSIBLE LOCATION. NOTE: CONSULT PLUMBING INSPECTOR PRIOR TO INSTALLING TRAP PRIMER. EQUAL BY SIOUX CHIEF OR ZURN, 4"FCO FLOOR CLEAN OUT: SIOUX CHIEF MODEL # 834-4DNR FULLY ADJUSTABLE ROUND CLEANOUT WITH POLISHED CAST NICKEL RING, COVER, AND PLUG. PLUG TO BE GAS — AND WATER TIGHT, MB-1 MOP BASIN: FIAT MODEL MSB-2424 MOLDED STONE RESIN MOP SERVICE BASIN WITH 10" HIGH WALLS COMPLETE WITH STAINLESS STEEL STRAINER AND DRAIN FOR CAULKED CONNECTION. MOP BASIN FAUCET: CHICAGO MODEL 540-LDB97SGCCP WALL MOUNTED FAUCET 1.5 3.0 WITH CHECK VALVES TO PREVENT CROSSOVER BETWEEN HOT AND COLD, WALL MOUNTED MIXING FAUCET WITH VACUUM BREAKER, SPOUT WITH 3/4" HOSE THREADS, INTEGRAL STOP ARMS, CHROME FINISH, AND WALL BRACE, WFA WATER DISPENSER: WATERLOGIC INFINITI UV TOWER HOT AND COLD MULTI -STAGE 0.5 -- FILTRATION AND ULTRAVIOLET LIGHT SANITATION. PROVIDED BY OWNER. EWC-1 ELECTRIC WATER COOLER: ELKAY MODEL EZ(S)TL8 SELF-CONTAINED WALL MOUNT ELECTRIC TWO -LEVEL WATER COOLER WITH ADA CONFIGURATION, 8 GPH 50°F DRINKING WATER AT 90°F AMBIENT AND SOT INLET WATER WITH EASY -TOUCH 1.0 1.0 PUSHBAR ACTIVATION, EXTRA DEEP BASIN WITH INTEGRAL DRAIN, AND BUILT-IN FLOW REGULATOR. ACCESSORY APRON: ELKAY MODEL LKAPREZL APRON FOR ADA ACCESSIBILITY, THERMO-FORMED TEXTURED ASS PLASTIC EQUIPPED WITH BOTTOM COVER PLATE. 4" WCO WALL CLEAN OUT: SIOUX CHIEF 873 SERIES 4" CLEANOUT COVER KIT WITH 20 GAUGE _ _ STAINLESS STEEL CLEANOUT COVER, STAINLESS STEEL BOLT, AND CAST BRASS PLUG. TOTAL 6.5 %0 IJ.8$ T, _ OAT ELEC. EQUIP. yr 4"FCC) 2"FD-1 11� (TYP) EWC-1 5 TP-1 O i ' gill (TYP. 8Lgk ) { SEE 3IP1 � I 1 . '. 00 FOR j R WH 1 O PIPE SIZES wFa-1 I I IJ.81 1 PLUMBING PLAN - DOMESTIC WATER P10o 1/4" = V-0" 4 3/4" CW /l / I / 1/2" CW 1/2" CW 3/4" CW \ 1/2" HW VT CW 1/2" CW 3/4" HW EWC-1 O TP-1 O j 314" GW 11T CW j (TYP.) I 1 (R1WH-1 11T HW O — l/T CW 11T CW I i 1 1/2" CW 314" CW i MB-1 3f4" H4V i I I LAV-1 WF-1 2"FD-1 11 WC•1 3 DOMESTIC WATER RISER DIAGRAM P100 GENERAL NOTES 1 ELECTRICAL ROOMS, TECHNOLOGY/DATA CLOSETS, EXIT STAIRWELLS, AND ELEVATOR EQUIPMENT ROOMS SHALL UNDER NO CIRCUMSTANCES HAVE PIPING OR DUCTWORK, OR EQUIPMENT INSTALLED IN OR ROUTED THROUGH THESE ROOMS OR AREAS EXCEPT FOR BRANCH PIPING OR DUCTWORK SPECIFICALLY SERVING THE ROOM OR AREA. DEDICATED SPACE SHALL EXTEND VERTICALLY FROM FLOOR TO STRUCTURAL CEILING, 2 THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL EXTENT OF THE WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND PROPER 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. 3 CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH THE REQUIREMENTS OF ALL NOTES SHOWN ON CONTRACT DOCUMENTS PRIOR TO BID. REFER TO DRAWINGS, SPECIFICATIONS, AND DRAWINGS OF OTHER DISCIPLINES FOR ANY ADDITIONAL REQUIREMENTS. 4 CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING PROCESS AND FIELD VERIFY EXISTING CONDITIONS, CONTRACTOR SHALL TAKE ALL INTERFERENCES INTO CONSIDERATION. 5 ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL CODES AND ORDINANCES. 6 DO NOT ROUTE ANY WATER CONVEYING PIPE OVER ELECTRICAL EQUIPMENT. 7 ROUTE ALL OVERHEAD PIPING TIGHT TO THE BUILDING STRUCTURE. 8 PROVIDE SHUTOFF VALVES AT EVERY FIXTURE ON BOTH HOT AND COLD WATER SUPPLY LINES, VALVES, FITTINGS, ESCUTCHEONS, ETC SHALL BE CHROME PLATED. 9 MAINTAIN ALL MANUFACTURER'S RECOMMENDED SERVICE CLEARANCES FOR ALL EQUIPMENT. 10 SEE SHEET MP000 FOR SPECIFICATIONS. 11 SEE SHEET MP001 FOR RESPONSIBILITY SCHEDULE. 12 ANY UNUSED, BELOW -FLOOR SANITARY PIPING UNDER TENANT SPACE IS TO BE REMOVED BY THE TENANT. 13 DOMESTIC WATER IS MASTER -METERED BY LANDLORD. J.8 r ji LAV-1 4" FCO — — 1 —O2"FD-1 11 / r / SEE 4/P100 FOR 9 , (R WH-O PIPE SIZES ✓ MB-1 /1 J.8 z PLUMBING PLAN - WASTE AND VENT P100 1/4" =1'-U' / 1 2 / r TV f \ r \ f \ / \ / / 1 / TV /- I f/ I / l I f / I / 1 f / / 1--1 11T V TV \ I \ \ 4" FCO / r \ EWC-1 I \ I I \ I 1 I I I I I I 4" S I I I I I I f-11l2"V �—TV j (%WH-1O I I I I I I I I I 4" SS ( 1— 2" V O9 3/4" C : 2" SS I I I I I I I I LAVA I I I I I I t I I I T-2V I I I I 1 TFD-1 11 I I 1 I MB-1 I I 4SS ' ' 2" SS " i WC-1 4"WCO I TSS I TS 4" SS 4" SS 4" SS RECEIVED CITY OF TUKWILA 4 WASTE AND VENT RISER DIAGRAM P10o 3 2019 PERMIT CENTER PLUMBING PLAN KEYNOTES O 1 1 CONNECT NEW 4" SANITARY SEWER PIPING WITH CLEANOUT AS INDICATED INTO LANDLORD PROVIDED 4" SANITARY SEWER STUB -IN. FIELD VERIFY EXACT SIZE, LOCATION AND INVERT ELEVATION PRIOR TO BIDDING. SEE DETAIL 1/P200. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2 CONNECT NEW 2" VENT PIPING INTO LANDLORD PROVIDED 2" VENT STUB -IN. FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO BIDDING. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION.LEVATION PRIOR TO BIDDING. SEE DETAIL 1/P200. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 3 PLUMBING CONTRACTOR SHALL PROVIDE DRAWING TUBE HOLDER FOR STORAGE OF ALL CONTRACTORS "AS -BUILT" DRAWINGS. REFER TO 5/P200 FOR ADDITIONAL INFORMATION, LOCATE/INSTALL NEAR ELECTRICAL PANELS AND TELECOMMUNICATIONS TERMINAL BOARD. 4 CONNECT NEW 3W COLD WATER LINE WITH SHUTOFF VALVE INTO LANDLORD PROVIDED 314" COLD WATER STUB -IN. FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO BID. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5 PROVIDE 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 61P200. 6 ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO ISOLATE EACH FIXTURE, REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 7 RELOCATE EXISTING WATER HEATER ON DECK ABOVE MOP BASIN. PLUMBING CONTRACTOR SHALL PR001DE A 6" DEEP DRAIN PAN. COORDINATE WITH ELECTRICAL CONTRACTOR, SEE DETAIL 3/P200, EXISTING WATER HEATER 1.5 KW,120V/t 8 PROVIDE WATER HAMMER ARRESTER IN THE DOMESTIC COLD WATER PIPING, WATER HAMMER ARRESTER TO BE LOCATED IN AN ACCESSIBLE LOCATION. 9 ROUTE 3/4" DRIP PAN DRAIN AND 3/4" (R)WH-1 PRESSURE RELIEF VALVE PIPING TO MOP BASIN WITH AIR GAP AT DISCHARGE. AIR GAP SHALL BE TWO TIMES THE DIAMETER OF THE FIXTURE DRAIN, NO LESS THAN 1". SLOPE CONDENSATE DRAINS AT 1/8" PER FOOT TOWARDS TERMINATION. DO NOT COMBINE. 10 DO NOT ROUTE ANY PIPING OVER ELECTICAL SWITCH GEAR. FIELD VERIFY PRIOR TO INSTALLATION. SEPARATE 11 SEE DETAIL 41P200 FOR FLOOR DRAIN DETAIL, )'ER ryITAND 12 SEE DETAIL 21P200 FOR PIPE HANGING DETAILS. .011AL hsi:c. UIRED MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 AR C H I T E CT S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www,finn-daniels.com SEAL/SIGNATURE STORE #: 047 PROJECT: MORPHE WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: PAS CHECKED BY: KRU ISSUES AND REVISIONS: 100%CHECKSET 05.16.2019 LL/PERMIT/BID 05.23.2019 SHEET TITLE: PLUMBING PLANS RELIEF VALVE REMOVE AND/OR ABANDON SANITARY OTHER TENANT, LANDLORD SEWER PIPING SERVING DEMOLISHED TENANT SPACE - SPACE OR BUILDING EXTERIOR INSTALLATION NOTES TOILET ROOM(S) CAP AND VENT WASTE SCOPE OF WORK. FIELD VERIFY CONDITIONS ONSITE. PIPING BELOW FLOOR IN ACCORDANCE 1. PLUMBING CONTRACTOR SHALL DETERMINE EXACTLY WHERE THE EXISTING SANITARY SEWER EXITS WITH ALL LOCAL CODES. THE TENANT SPACE AT THE LEASE LINE. FIELD VERIFY EXACT LOCATION, SIZE AND INVERT ELEVATION, EXTEND NEW 4" SANITARY SEWER SERVICE FROM THE EXISTING TENANT 2. ALL EXISTING SANITARY SEWER PIPING SERVING THE REMOVED TOILET ROOM(S) SHALL BE SPACE LEASE LINE TO NEW TOILET CAPPED BELOW THE FLOOR BY THE PLUMBING CONTRACTOR. ROOM(S). 3, PLUMBING CONTRACTOR MUST EXTEND A NEW 4" SANITARY SEWER SERVICE FROM FINISHED FLOOR FCO EXISTING SANITARY SEWER SERVICE AT TENANT SPACE LEASE LINE TO NEW TOILET ROOM(S). REUSE OF EXISTING SANITAY SEWER PIPING WITHIN THE TENANT SPACE IS NOT PERMITTED. NO EXCEPTIONS. z Z w 4. PLUMBING CONTRACTOR MUST PROVIDE A NEW 4" FLOOR CLEANOUT AT CONNECTION TO TO REMOVED z W EXISTING SANITARY SEWER EXISTING SANITARY SEWER SERVICE AT THE TENANT SPACE LEASE LINE. TOILET ROOM(S) i= .� SERVICE TO REMAIN. FIELD VERIFY LOCATION, SIZE AND INVERT S. PLUMBING CONTRACTOR TO PITCH ALL NEW SANITARY SEWER PIPING AT 1/4" PER FOOT FROM NEW JELEVATION. PLUMBING FIXTURES TO POINT OF CONNECTION TO EXISTING SANITARY SEWER SERVICE AT THE TENANT SPACE LEASE LINE. NO EXCEPTIONS. CONTACT PROJECT ARCHITECT FOR DIRECTION WHEN TO SANITARY 1/4" PER FOOT PITCH CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, TO NEW TOILET PITCH ALL NEW WASTE PIPING AT 1/4" SEWER SERVICE ROOM(S) PER FOOT MINIMUM. NO EXCEPTIONS. CONNECT TO EXISTING SANITARY SEWER 6. INSTALLATION OF NEW SANITARY SEWER PIPING WITHOUT THE PROPER PITCH IS STRICTLY PROHIBITED SERVICE AT THE LIMITS OF THE EXISTING AND WILL BE REQUIRED TO BE REPLACED BY THE PLUMBING CONTRACTOR AT NO ADDITIONAL COST TENANT SPACE WITH NEW FLOOR TO THE TENANT. CLEANOUT. SANITARY SEWER PIPING INSTALLATION DETAIL SUB. LEAD FLASHING SHALL BE FORMED TO CHIPPED CONCRETE WITH A POSITIVE SLOPE TO CLAMP DEVICE. PROVIDE NON -SHRINK SPOUT UNDER LEAD FLASHING AS REQUIRED TO FACILITATE POSITIVE SLOPE (ANY FLASHING MATERIALS OTHER THAN LEAD IS UNACCEPTABLE. MINIMUM WIDTH OF FLASHING ADJUSTABL2E `TRAINER FINISH FLOOR SLOPE TO DRAIN i 1/2" CW TO ° �-a TRAP PRIMER _ Q a -a CAST IRON FLOOR DRAIN CORE DRILL 10"0 AND 4"0 HOLES THREADED OR CAULK OUTLET OUTLET NOTE: THE GENERAL CONTRACTOR SHALL PROVIDE A ONE PIECE WATER PROOF MEMBRANE FLOOR AND BASE IN THE TOILET ROOM(S). 4 FLOOR DRAIN DETAIL Pzoo NOT TO SCALE PIPE HANGER DETAIL NOT TO SCALE 1/4" DIAMETER THRU BOLT W/TOGGLE (TYP. OF 2) PAN HEAD SCRE' TO SECURE STW 3/4" X 2" POPLA PLYWOOD TRIM SCREWED TO 2X METAL STRAP (T OF 2) SECTION HANGERROD NUTS WITH NYLON LOCKING INSERTS PIPE INSULATION INSULATION SHALL BE RUN CONTINUOUS THRU HANGERS PIPE INSULATION PROTECTION SHIELD. USE 16 GAUGE SHEET STEEL, 2 PIPE DIAMETERS LONG, 120 DEGREES SUPPORT, OR GRINNEL FIGURE 167. LOOSE PVC TOP CAP LABEL EXTEN' HOLDE PVC BC .. _... _... GLUED IN PLACE THIS TUBE CONTAINS ELEVATION STORE DRAWINGS AND IS NOT TO BE REMOVED PLBG CONTR MUST WITHOUT THE CONSENT PROVIDE AND OFTHESTORE ATTACH A LABEL MANAGER. (WITH CLEAR TAPE) THANKYOU. STATING: NOT TO SCALE SHUT-OFF \ VALVE TYP. RELOCATED EXPANSION � y � TANK. SUPPORT FROM STRUCTURE. )F WATER T .ELF SUPPORT IS C c>`F �`- I UNION TYP. MECHANICAL CONTRACTOR TO STRAP WATER HEATER WITH 22 GAUGE 3/4" METAL STRAP 9" FROM TOP AND 4" ABOVE CONTROL PANEL AT BOTTOM OF TANK. BRACE AS NECESSARY. A.S.M.E. APPROVED TEMP. & PRESS. RELIEF VALVE PIPED TO MOP BASIN, DRAIN VALVE CONNECT INTO NEW CONDENSATE DRAIN EXTENDING TO MOP BASIN. MECH CONTR TO FURNISH 6" DEEP SOLDERED SOLID DRIP PAN BELOW HOT WATER HEATER MOUNTED ON DECK ABOVE MOP BASIN. EXTEND 3/4" O.W. COPPER DRAIN PIPE TO MOP BASIN. EXTEND DRAINS SEPARATELY TO MOP BASIN. TERMINATE WITH AIR GAP TWO TIMES DIAMETER OF DRAIN PIPE, NO LESS THAN 1". CW CONNECT TO TOP COLD WATER LINE OF COLD WATER MAIN. OF BALL VALVE NOTE: PROVIDE TRAP PRIMERS FOR TRAP PRIMER DRAINS AS REQUIRED BY LOCAL AUTHORITIES OR CODE. VERIFY LAY -IN CEILING REQUIREMENTS PRIOR TO BID. 1/2" PRIMING LINE FLOOR DRAIN (PRECISION PLUMBING PRODUCTS MODEL#PR-500 WITH DU-2) 6 TRAP PRIMER DETAIL P200 NOT TO SCALE MQRPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com SEAL/SIGNATURE STORE #: 047 PROJECT: MORPHE WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: DRAWN BY: CHECKED BY: ISSUES AND REVISIONS: M0047 PAS KRU 100% CHECKSET 05.16.2019 LL/PERMIT/BID 05,23.2019 SHEET TITLE: PLUMBING SCHEDULES AND DETAILS SECTION 16010 - GENERAL PROVISIONS A. GENERAL 1. REQUIREMENTS SPECIFIED IN DIVISION 1, INSTRUCTIONS TO BIDDERS, SUPPLEMENTAL GENERAL CONDITIONS, SPECIAL CONDITIONS, ADDENDA, ALTERNATES, CONTRACT AND PROPOSAL, ALONG WITH DIVISION 16 AND ALL ITS SECTIONS, COMPRISE THE CONTRACT DOCUMENTS FOR THE ELECTRICAL CONTRACT, ALONG WITH THESE SPECIFICATIONS AS THOUGH THEY WERE ONE, AND ANYTHING IMPLIED BY THE SPECIFICATIONS SHALL BE INTERPRETED AS ALSO IMPLIED BY THE DRAWINGS AND VICE VERSA. PROVIDE NECESSARY ITEMS FOR A COMPLETE INSTALLATION OF ALL ELECTRICALLY OPERATED EQUIPMENT LISTED IN THE SPECIFICATIONS OR SHOWN ON THE CONTRACT DRAWINGS. 2. THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND EQUIPMENT DRAWINGS AND SPECIFICATIONS ARE INCORPORATED INTO, AND BECOME A PART OF THIS DIVISION. THIS CONTRACTOR SHALL EXAMINE ALL SUCH DRAWINGS AND SPECIFICATIONS AND BECOME THOROUGHLY FAMILIAR WITH THE PROVISIONS CONTAINED THEREIN. THE SUBMISSION OF HIS BID SHALL INDICATE SUCH KNOWLEDGE. 3. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. THEY ARE INTENDED TO SHOW THE APPROXIMATE LOCATIONS OF EQUIPMENT AND CONDUIT. DIMENSIONS GIVEN ON THE PLANS, IN FIGURES, SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED IN THE FIELD. THE ELECTRICAL CONTRACTOR SHALL LAYOUT EQUIPMENT ROOMS TO MAKE SURE THE 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 CONDITIONS. 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 CONTRACT. 5. THE ELECTRICAL DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER. MATERIAL AND LABOR NECESSARY TO THE PROJECT SHALL BE FURNISHED AND INSTALLED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. LABOR AND/OR MATERIALS NEITHER SHOWN NOR SPECIFIED, BUT OBVIOUSLY NECESSARY FOR THE COMPLETION AND PROPER FUNCTIONING OF THE SYSTEM, SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 6. ARRANGE EQUIPMENT SUBSTANTIALLY AS SHOWN ON THE DRAWINGS, MAKE DEVIATIONS ONLY WHERE NECESSARY TO AVOID INTERFERENCE. CHECKALL EQUIPMENT SIZES AGAINST AVAILABLE SPACE PRIOR TO SHIPMENT TO AVOID INTERFERENCE. 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 WORK OR INSTALL WORK IN A MANNER WHICH WILL PREVENT PROPER INSTALLATION OF THE WORK OF OTHER TRADES. 8. ELECTRICAL CONTRACTOR SHALL VERIFY WITH OTHER TRADES ELECTRICAL CHARACTERISTICS OF EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS, CONTRACTOR SHALL VERIFY VOLTAGE, PHASE AND HORSEPOWER AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECTING MEANS AND OVERLOAD PROTECTION FOR ALL EQUIPMENT, UNLESS FURNISHED INTEGRAL WITH EQUIPMENT PACKAGE. 9. IT IS THE INTENT 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 BIDDING THE JOB, B. VISITTOTHESITE 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 KNOWLEDGE, NO ADDITIONAL PAYMENT SHALL BE MADE ON CLAIMS THAT ARISE FROM A LACK OF KNOWLEDGE OF THE EXISTING CONDITIONS. C. CODE AND PERMITS 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 HAVING JURISDICTION OVER THE PREMISES. 2. COMPLY WITH SPECIFICATION REQUIREMENTS THAT ARE IN EXCESS BUT NOT IN CONFLICT WITH CODE REQUIREMENTS, 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, 4. ELECTRICAL MATERIAL AND EQUIPMENT SHALL BEAR THE UL LABEL EXCEPT WHERE UL DOES NOT LABEL SUCH TYPES OF MATERIAL AND EQUIPMENT, D. SHOP DRAWINGS SUBMITTALS 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 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 FOLLOWING ITEMS: D.a. WIRING DEVICES D.b. SAFETY SWITCHES INCLUDING FAULT CURRENT STUDY BASED ON EQUIPMENT BEING SUPPLIED, D.c. CONTACTORS, TIME SWITCHES AND PHOTOCELL D.d. LIGHTING FIXTURES 2. SHOP DRAWINGS (MANUFACTURERS' EQUIPMENT DESCRIPTIVE SHEETS OR VENDORS' PREPARED DRAWINGS) SHALL HAVE THE GENERAL CONTRACTOR'S OR SUBCONTRACTOR'S "STAMP OF 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 OF APPROVAL AND INITIALED BY THE PERSON APPROVING THE SUBMITTAL AND THE NAME OF THE COMPANY SUBMITTING SAID EQUIPMENT FOR APPROVAL. 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 AS SPECIFIED SHALL BE RETURNED AT THE CONTRACTOR'S EXPENSE FOR RESUBMITTAL. 4. DESCRIPTIVE LITERATURE SHALL BE SUBMITTED IN A THREE (3) HOLE BROCHURE WITH A COVER IDENTIFYING THE FOLLOWING: D.a. NAME OF THE JOB D.b. LOCATION OF THE JOB, ADDRESS, CITY AND STATE. D.c. NAME AND ADDRESS OF THE COMPANY SUBMITTING THE BROCHURES. D.d. DATE OF THE SUBMITTAL. 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 ELECTRICAL CONTRACTOR OF THE RESPONSIBILITY FOR THE PROPER AND COMPLETE INSTALLATION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. E. AS -BUILT DRAWINGS 1. SUBMIT TO THE ARCHITECT ONE SET OF REPRODUCIBLE ELECTRICAL DRAWINGS SHOWING THE AS -BUILT CONDITIONS. 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 REFER 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". 2. THESE SPECIFICATIONS ESTABLISH QUALITY STANDARD OF MATERIALS AND EQUIPMENT TO BE PROVIDED. SPECIFIC ITEMS ARE IDENTIFIED BY MANUFACTURER, TRADE NAME OR CATALOG DESIGNATION. THIS CONTRACTOR SHALL SUBMIT HIS BASE BID PRICE BASED UPON STANDARD SPECIFIED EQUIPMENT DESCRIBED HEREIN AND AS DETAILED ON DRAWINGS AND ASSOCIATED CONTRACT DOCUMENTS. THESE SPECIFICATIONS ARE NOT TO BE CONSIDERED PROPRIETARY. THE CONTRACTOR MAY SUBMIT INFORMATION ON MATERIALS AND 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 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. 3. SHOULD THE CONTRACTOR PROPOSE TO FURNISH MATERIALS AND EQUIPMENT OTHER THAN THOSE SPECIFIED OR APPROVED BY ADDENDUM, SUBMIT A WRITTEN REQUEST FOR SUBSTITUTIONS TO THE ARCHITECT AT THE BID OPENING. THE REQUEST SHALL BE AN ALTERNATE TO THE ORIGINAL BID; BE ACCOMPANIED WITH COMPLETE DESCRIPTIVE (MANUFACTURER, BRAND NAME, CATALOG NUMBER, ETC.) AND TECHNICAL DATA FOR ALL ITEMS. FAILURE BY THIS CONTRACTOR TO SUBMIT THE REQUISITE DOCUMENTATION DETAILED ABOVE SHALL BE UNDERSTOOD BY THE ARCHITECT AND ENGINEER TO INDICATE THAT SUBSTITUTE EQUIPMENT WILL NOT BE PRESENTED BY THE CONTRACTOR FOR CONSIDERATION. SUCH SUBSTITUTIONS 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. 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 INCLUDING COST OF ALL ALLIED TRADES INVOLVED. 5. ACCEPTANCE OR REJECTION OF THE PROPOSED SUBSTITUTIONS SHALL BE SUBJECT TO APPROVAL OF THE ARCHITECT AND ENGINEER. IF REQUESTED, THE CONTRACTOR SHALL SUBMIT (AT HIS COST) INSPECTION SAMPLES OF BOTH THE SPECIFIED AND PROPOSED SUBSTITUTE ITEMS. 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, G. TESTING AND PLACING IN SERVICE 1. ANY MATERIAL OR EQUIPMENT FAILING A TEST SHALL BE REPAIRED OR REPLACE AT THE CONTRACTOR'S EXPENSE, 2. TESTS SHALL INCLUDE THE FOLLOWING: a. MEASURE THE LOAD ON EACH PHASE OF THE MAIN SERVICE AND EACH PHASE OF EVERY FEEDER UNDER FULL LOAD CONDITIONS. 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 SYSTEM, AND AT EACH PANELBOARD OR TRANSFORMER). C. MEASURE THE GROUND RESISTANCE OF THE MAIN SERVICE GROUNDING ELECTRODE AND THE GROUND RESISTANCE OF EACH SEPARATELY DERIVED SYSTEM'S GROUNDING ELECTRODE, d. MAKE INSULATION RESISTANCE TESTS ON ALL DRY TYPE TRANSFORMERS AND MOTORS. 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 ARCHITECTURAL DESIGN CANNOT BE FOLLOWED, THIS CONTRACTOR SHALL, AT HIS OWN EXPENSE, MAKE CHANGES IN HIS WORK AS DIRECTED BY THE ARCHITECT TO PERMITTHE COMPLETION OF THE ARCHITECTURAL WORK IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS, 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, THE ARCHITECT SHALL DETERMINE WHICH EQUIPMENT WILL BE RELOCATED, REGARDLESS OF WHICH WAS INSTALLED FIRST. HIS DECISION WILL BE FINAL, H. QUALITY ASSURANCE 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 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 ESTABLISH A STANDARD OF QUALITY OF MATERIALS AND EQUIPMENT INSTALLED. SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS A. NAMEPLATES 1. GENERAL: FURNISH AND MOUNT ON EACH PANELBOARD, SWITCHBOARD (INCLUDING BRANCH SWITCHES), LARGE JUNCTION BOX, SAFETY SWITCH, STARTER, REMOTE CONTROL, PUSH BUTTON STATION, AND ALL SIMILAR CONTROLS, A NAMEPLATE DESCRIPTIVE OF THE EQUIPMENT OR EQUIPMENT CONTROLLED. 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 LETTERS 3/8" HIGH. FASTEN THE NAMEPLATES WITH AN ADHESIVE TYPE FASTENER, B. MOUNTING ACCESSORIES 1. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL ANGLE IRON, CHANNEL IRON, RODS, SUPPORTS, HANGERS, CONCRETE OR PLYWOOD REQUIRED TO INSTALL, MOUNT AND SUPPORT ANY ELECTRICAL EQUIPMENT OR DEVICE CALLED FOR ON THE PLANS. 2. SUPPORTING MATERIAL SHALL BE COMPLETE WITH HANGERS, CONNECTORS, BOLTS, CLAMPS AND NECESSARY ACCESSORIES TO MAKE A COMPLETE INSTALLATION. SUPPORTING MATERIAL SHALL BE GALVANIZED, PAINTED OR OTHERWISE SUITABLY FINISHED. PRODUCTS BY BINKLEY, STEEL CITY, OR RACO WILL BE ACCEPTABLE. 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 HOUSEKEEPING PAD. C. EXECUTION 1. THE ELECTRICAL WORK FOR CONSTRUCTION PROPOSED SHALL CONFORM TO FEDERAL (OSHA), STATE, ALL SPECIFIC SAFETY REQUIREMENTS AND THE REQUIREMENTS OF THE CURRENT EDITION OF THE NEC. 2. CHECK THE HVAC AND PLUMBING SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS AND INCLUDE THE SAME IN THE CONTRACT COST. 3, EQUIPMENT CONNECTIONS, STARTERS, DISCONNECT SWITCHES, CONTROL TRANSFORMERS AND PUSHBUTTON STATIONS FOR THE EQUIPMENT FURNISHED BY THE OWNER OR UNDER A SEPARATE CONTRACT SHALL BE INSTALLED AND CONNECTED UNDER THIS DIVISION, AS INDICATED ON THE CONTRACT DRAWINGS. 4. CUTTING, PATCHING, EXCAVATING, BACKFILLING AND CONCRETE WORK RELATED TO THIS CONTRACT WILL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR, THIS CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF PROVIDING THE SLEEVES, CHASES AND OPENINGS NECESSARY FOR THE ELECTRICAL INSTALLATION AND FOR THEIR REPAIR IN AN ACCEPTABLE 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, CONTRACTOR SHALL FIELD VERIFY SLAB ON GRADE FLOOR CONSTRUCTION TYPE PRIOR TO CUTTING. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR CUTA STRUCTURAL FLOOR 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 (4") INCHES PRIOR TO PROCEEDING WITH ANY SAW CUTTING. 5. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING REQUIRED ACCESS PANELS NECESSARY FOR HIS WORK, COORDINATE WITH ARCHITECT PRIOR TO INSTALLATION. D. MATERIALS AND WORKMANSHIP 1. WORK SHALL BE INSTALLED IN A PRACTICAL AND WORKMANLIKE MANNER, BY WORKERS SKILLED IN THE SEVERAL TRADES NECESSARY. 2. 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. 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 AREA OF OPERATION BROOM CLEAN. 4. ELECTRICAL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OR ETL LABEL. 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 PERFECT ORDER AT THE COMPLETION. SHOULD DEFECTS DEVELOP WITHIN THE GUARANTEE PERIOD, THE CONTRACTOR SHALL, UPON NOTICE OF THE SAME, REMEDY THE DEFECTS AND HAVE ALL DAMAGES TO OTHER WORK OR FURNISHINGS CAUSED BY THE REPAIRS CORRECTED AT HIS EXPENSE TO THE CONDITION BEFORE SUCH DAMAGE. E. SCOPE OF WORK 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE LABOR, MATERIAL, STORAGE, UNPACKING AND PLACEMENT: TO INCLUDE BUT NOT BE LIMITED TO, THE FOLLOWING ITEMS: a. EMERGENCY LIGHTING AND POWER. b. COMPLETE POWER AND LIGHTING DISTRIBUTION SYSTEM INCLUDING PANELS, TRANSFORMERS AND FEEDERS. C. COMPLETE BRANCH CIRCUIT WIRING SYSTEM. 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. 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 TELEPHONE COMPANY AND/OR OWNER. 9. TESTING OF CABLES AND CIRCUIT WIRING AFTER INSTALLATION. h. EXIT LIGHT SYSTEM. I. WIRING DEVICES AND FLOOR BOXES. i. LIGHTING CONTROLS. k. GROUNDING OF THE ELECTRICAL SYSTEM. L TELEPHONE AND ELECTRIC SERVICES. ELECTRICAL SPECIFICATIONS SECTION 16060 - GROUNDING AND BONDING A. GROUND EQUIPMENT PER N.E.C. B. 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 FOR VOLTAGE DROP, THE GROUND WIRE SIZE SHALL BE INCREASED PROPORTIONATELY. 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 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 ISOLATE GROUND (GREEN WIRE WITH WHITE STRIPE). SECTION 16120 - WIRING AND CABLE A. COLOR CODE CONDUCTORS (EXCEPT CONTROL AND INSTRUMENTATION CONDUCTORS) AS FOLLOWS: 208/120 SYSTEM PHASE A BLACK PHASES RED PHASE C BLUE NEUTRAL WHITE GROUND GREEN I. #12 AND #10 CONDUCTORS SHALL HAVE CONTINUOUS INSULATION COLOR, AS LISTED ABOVE. 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 POINTS OF ACCESS INCLUDING JUNCTION BOXES. COLOR TAPE SHALL BE THE EQUAL OF 3M PRODUCTS SCOTCH #35. 3. CONDUCTORS SHALL BE SOFT ANNEALED COPPER INSULATED FOR 600 VOLTS UNLESS SPECIFICALLY INDICATED OTHERWISE. ALUMINUM CONDUCTORS ARE NOT ALLOWED ON THIS PROJECT. 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. C. FLEXIBLE CORD SHALL BE HEAVY DUTY TYPE SO WITH AN EQUIPMENT GROUND CONDUCTOR IN ADDITION TO THE CURRENT CARRYING CONDUCTORS. D. PROVIDE #12 CONDUCTORS, UNLESS OTHERWISE INDICATED. 1. CONTROL CONDUCTORS SHALL BE #14 MINIMUM FOR NEC CLASS I AND #16 FOR NEC CLASS 11. E. CONDUCTORS #8 AWG AND LARGER SHALL BE STRANDED. F. CONDUCTORS #10 AWG AND SMALLER SHALL BE SOLID. G. INSTALL WIRING IN CONDUIT. H. CONNECT #10 AND SMALLER WIRES WITH CONSTANT PRESSURE EXPANDABLE SPRING TYPE CONNECTORS, "SCOTCHLOK" BY 3M OR B-CAP BY BUCHANAN. I. CONNECT #8 AND LARGER WIRES WITH COMPRESSION CONNECTORS OR SPLICES AS MANUFACTURED BY BURNDY OR T&B. 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. K. PULL CONDUCTORS USING RECOGNIZED METHODS AND EQUIPMENT LEAVING AT LEAST 6" WIRE AT ALL JUNCTION BOXES FOR CONNECTIONS, 1. CLEAN OUT CONDUIT SYSTEM BEFORE PULLING WIRE. L. FORM AND TIE WIRING IN PANELBOARDS. M. THERE SHALL BE NO WIRENUT JOINTS OR SPLICES MADE INSIDE SWITCHBOARDS/PANELBOARDS. 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 INSTALLED WITH WIRES OF SUFFICIENT SIZE SO THAT VOLTAGE DROP BETWEEN THE PANEL AND THE LOADS DOES NOT EXCEED LIMIT OF 3W 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 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 CONDUCTORS AND CONDUIT SIZE AS REQUIRED. P. CIRCUITS 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 CARRYING CONDUCTORS BE RUN IN A SINGLE CONDUIT. SECTION 16130 - RACEWAYS AND BOXES A. RACEWAYS 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 SPECIFICALLY STATED HEREIN. a. CONDUIT IN EXTERIOR WALLS, BELOW FLOOR SLAB, OR UNDERGROUND SHALL BE RIGID, THREADED, GALVANIZED, HEAVY WALL TYPE. 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 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.. C, CONDUIT RUN EXPOSED TO THE WEATHER SHALL BE HEAVY WALL, METAL THREADED TYPE. 2. CONDUIT SIZE SHALL BE 314" MINIMUM. 3. CONDUIT SHALL BE SECURELY FASTENED IN PLACE. 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 PERMITTED IN THE UNFINISHED AREAS WITH THE SPECIFIC APPROVAL OF THE ARCHITECT. 5. USE FLEXIBLE CONDUIT FOR THE CONNECTION TO RECESSED OR SEMI -RECESSED LIGHTING FIXTURES I& LENGTH MAXIMUM). USE LIQUID TIGHT METAL CONDUIT FOR ALL CONNECTIONS TO MOTORS AND OTHER EQUIPMENT SUBJECT TO VIBRATION AND IN AREAS SUBJECT TO MOISTURE, 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 IN EARTH SHALL BE PAINTED (TWO COATS) WITH HEAVY ASPHALTUM PAINT. 7, SUPPORT RUNS OF CONDUITAS DETAILED IN THE APPROPRIATE TABLE OF THE NATIONAL ELECTRICAL CODE (NEC). 6. INSTALLED EXPOSED RUNS OF CONDUITAND CONDUITABOVE LAY -IN CEILINGS PARALLEL OR PERPENDICULAR TO THE WALLS, STRUCTURAL MEMBERS OF INTERSECTIONS OF VERTICAL PLANES AND CEILINGS, PROVIDE RIGHT ANGLE TURNS USING FITTINGS OR SYMMETRICAL BENDS, SUPPORT CONDUITS WITHIN 1" OF ALL CHANGES IN DIRECTION. 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 SIMILAR MATERIAL WILL NOT BE ACCEPTED. 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 APPROPRIATE COVER PLATES. 11, PROVIDE PICKPOCKETS WHERE CONDUITS PENETRATE THE ROOF. 12. PROVIDE THREAD LUBRICATION/SEALANT ON OUTDOOR AND UNDERGROUND THREADED METAL JOINTS. 13. PROVIDE FIRE SEAL FITTINGS WHERE CONDUITS PENETRATE CONCRETE FLOOR SLABS OR MASONRY WALLS REQUIRED TO BE FIRE RATED. 14. HORIZONTAL PORTION OF CONDUIT EXPOSED ON THE ROOF AND FEEDING EQUIPMENT SHALL NOT BE MORE THAN 5'-0" UNLESS THE WRITTEN APPROVAL FROM ARCHITECT OR ENGINEER IS OBTAINED, B. PULL AND JUNCTION BOXES 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. FURNISH BOX SIZES IN ACCORDANCE WITH NEC UNLESS LARGER BOXES ARE INDICATED. 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 WEATHERPROOF BOXES WHEN INSTALLED ABOVE GROUND OUTSIDE. 3. PROVIDE CAST IRON BOXES, HOT DIPPED GALVANIZED INSIDE AND OUTSIDE WHERE SHOWN ON THE DRAWINGS. FURNISH REMOVABLE COVERS WITH GASKETS AND STAINLESS STEEL, BRASS OR BRONZE SCREWS, 4. PROVIDE CONCRETE BOXES FOR UNDERGROUND WORK UNLESS OTHERWISE INDICATED ON THE DRAWINGS. FURNISH STEEL FRAMES AND COVERS WITH THE COVER ATTACHED TO THE FRAME WITH HEXAGON HEAD, BRASS OR BRONZE CAP SCREWS, 318" IN DIAMETER. PROVIDE A RUBBER GASKET FOR SEALING BETWEEN THE COVER AND THE FRAME. PAINT THE COVER WITH TWO COATS OF HEAVY ASPHALTUM. C.OUTLET BOXES 1. PROVIDE SHEET STEEL BOXES, ZINC COATED OR CADMIUM PLATED, FOR CONCEALED INTERIOR WORK. 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 BOXES SHALL BE SERIES FD BY CROUSE HINDS OR APPLETON. 3. WALL BOX SIZES (MINIMUM) SHALL BE 4" SQUARE X 2-112" DEEP WHERE WALL CONSTRUCTION PERMITS. WHERE WALL CONSTRUCTION DICTATES, THE DEPTH MAY BE REDUCED TO 2-1/8" OR 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 LARGER NUMBER OF WIRES). 5. GANGED BOXES SHALL BE ONE PIECE (MINIMUM), 2-1/8" DEEP, 6. PROVIDE CONCRETE-TITE FLOOR BOXES WITH ADJUSTABLE COVERS SET FLUSH AND LEVEL WITH THE FINISHED FLOOR, WITH OUTLETS AS INDICATED ON THE DRAWINGS. PROVIDE LEGRAND ON GRADE FLOOR BOX RF2E-OG OR POKE THRU FLOOR BOX TO BE LEGRAND 6" RECESSED PRE WIRED FLUSH STYLE POKE THRU, FLUSH TYPE COVER AND OPENINGS TO SERVE OUTLETS USED. FURNISH FLUSH CAPS FOR CLOSING OFF 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 THAT THE COVER PLATES FIT TIGHTLY AGAINST BOXES OR RINGS, 3/16" MAXIMUM GAPS ARE ALLOWED FOR NONCOMBUSTIBLE WALLS. 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. 9. SUPPORT BOXES TO MAINTAIN PROPER ALIGNMENT AND RIGIDITY. 10. CLEAN BOXES OF FOREIGN MATTER PRIOR TO THE INSTALLATION OR WIRING OF DEVICES. 11. MOUNTING HEIGHTS ON THE DRAWINGS ARE TO THE CENTERLINE OF THE BOX UNLESS OTHERWISE NOTED, SECTION 16410 - SAFETY SWITCHES A. SAFETY SWITCHES SHALL BE THE ENCLOSED HEAVY-DUTY TYPE (TYPE HD) WITH QUICK -MAKE, QUICK -BREAK MECHANISM AND EXTERNAL PAD LOCKABLE OPERATING HANDLE. B. SAFETY SWITCHES SHALL BE RATED FOR 240 OR 600 VOLTS AS APPLICABLE. THEY SHALL BE HORSEPOWER RATED WHEN USED IN MOTOR CIRCUITS. C. SAFETY SWITCHES SHALL BE FUSIBLE OR NON -FUSIBLE 2, 3, OR 4 POLE AS INDICATED ON THE DRAWINGS. D. SAFETY SWITCHES SHALL BE SINGLE THROW UNLESS OTHERWISE INDICATED ON THE DRAWINGS. E. ENCLOSURES SHALL BE NEMA 1 INDOORS AND NEMA 3R OUTDOORS UNLESS OTHERWISE INDICATED ON THE DRAWINGS. F. MANUFACTURER SHALL BE SQUARE D, SIEMENS, G.E., OR CUTLER -HAMMER. ALL SAFETY SWITCHES SHALL BE BY ONE MANUFACTURER. G. MOUNT THE SAFETY SWITCHES SECURELY BETWEEN 3' X 6 LEVELS ABOVE THE FLOOR UNLESS OTHERWISE INDICATED ON THE DRAWINGS. H. SWITCHES ON BLOCK WALLS SHALL BE MOUNTED ON A 3/4" PLYWOOD BACKBOARD, WHERE LOCATED INDOORS SECTION 16420 - MOTOR STARTERS A. PROVIDE MOTOR STARTERS (MAGNETIC OR FUSED COMBINATION) AND CONTROL EQUIPMENT WHERE SHOWN. STARTERS SHALL BE PROVIDED WITH 120 VOLT COILS, 3 OVERLOADS, CONTROL 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 OTHERWISE NOTED. WIRE THRU CONTROL DEVICES FURNISHED BY OTHER TRADES. SINCE MOTOR DRIVEN EQUIPMENT IS FURNISHED BY OTHER TRADES, THE CONTROL INDICATED ON THE 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 DUAL ELEMENT TYPE. PROVIDE "BLOWNFUSE" INDICATOR LAMPS IN COVER. e. STARTERS SHALL BE SQUARE Q G.E., CUTLER -HAMMER, OR SIEMENS. C. THE EXACT NUMBER OF NORMALLY OPEN AND NORMALLY CLOSE AUXILIARY CONTACTS IN EACH STARTER SHALL BE DETERMINED BY THE TEMPERATURE CONTROL CONTRACTOR. D, COORDINATE EQUIPMENT INDICATED ON THE ELECTRICAL DRAWINGS WITH MECHANICAL EQUIPMENT SCHEDULES AND SPECIFICATIONS AND PROVIDE MOTOR STARTERS FOR ALL EQUIPMENT INDICATED AS BEING INTERLOCKED OR STARTED FROM A REMOTE LOCATION. 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. ALL OTHER STARTERS AND AUXILIARY CONTROL EQUIPMENT SHALL BE SUPPLIED AND WIRED BY THIS CONTRACTOR UNLESS OTHERWISE NOTED. SECTION 16140 -WRING DEVICES A. WIRING DEVICE COLOR SHALL BE WHITE, UNLESS OTHERWISE INDICATED. B. PROVIDE TOTALLY ENCLOSED, 20 AMPERE, 120/277 VOLT, QUIET A/C GENERAL USE SNAP SWITCHES. C. SWITCHES SHALL BE SPECIFICATION GRADE AS MANUFACTURED BY HUBBEL, P&S, OR LEVITON. D. PROVIDE NEMA CONFIGURATION 5-20R DUPLEX 125 VOLT GROUNDING TYPE RECEPTACLES RATED FOR 20 AMPERES UNLESS OTHERWISE INDICATED ON THE DRAWINGS. E. RECEPTACLES SHALL BE SPECIFICATION GRADE AS MANUFACTURED BY HUBBELL. P&S OR LEVITON. F. RECEPTACLES REQUIRING AMPERAGES, VOLTAGES OR CONFIGURATIONS DIFFERENT FROM THE DUPLEX CONVENIENCE RECEPTACLES ABOVE SHALL BE AS INDICATED ON THE DRAWINGS, G. PROVIDE OTHER RECEPTACLES OF A QUALITY, MATERIAL AND WORKMANSHIP EQUAL TO THAT SPECIFIED FOR DUPLEX CONVENIENCE RECEPTACLES. H. PROVIDE COVER OR DEVICE PLATES FOR OUTLET BOXES AS FOLLOWS UNLESS OTHERWISE NOTED: 1. FINISHED AREAS: THERMOPLASTIC - COLOR TO MATCH DEVICE, 2. UNFINISHED AREAS: ZINC COATED SHEET METAL, ALUMINUM, OR CAST METAL AS APPROPRIATE FOR THE TYPE OF BOX. 3. EXTERIOR AREAS: COPPER FREE ALUMINUM WITH GRAY, POWDER EPDXY FINISH, GASKET, WEATHERPROOF, GROUSE-HINDS'WLRD" FOR DUPLEX RECEPTACLES AND WLRS FOR SINGLE RECEPTACLES OR EQUAL. 4. TELEPHONE, COMMUNICATION, AND SIGNAL OUTLET PLATES, SHALL MATCH THOSE USED FOR RECEPTACLES AND SWITCHES. ALL OUTLETAND/OR JUNCTION BOXES SHALL BE COMPLETE WITH A COVER PLATE BY THIS CONTRACTOR. 5. WHERE DEVICES ARE GANGED, THEY SHALL BE INSTALLED UNDER A COMMON COVERPLATE. 1. LOCATE SWITCHES APPROXIMATELY 4'-0" ABOVE THE FINISHED FLOOR ELEVATION OR NEAREST BLOCK COURSE (WITHIN A.D.A. REQUIREMENTS), UNLESS OTHERWISE INDICATED. THE LONG DIMENSION OF THE SWITCHES SHALL BE VERTICAL. J. LOCATE RECEPTACLES APPROXIMATELY V-6" ABOVE THE FINISHED FLOOR ELEVATION OR NEAREST BLOCK COURSE (WITHIN A.D.A. REQUIREMENTS), UNLESS NOTED OTHERWISE. THE LONG DIMENSION OF RECEPTACLES SHALL BE VERTICAL. SECTION 16491 - FUSES 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 FUSES SHALL BE OF THE FOLLOWING TYPES: 1. FUSES 601 TO 6000 AMPS SHALL BE UL CLASS. TRADE TYPE SHALL BE KRP-C AS MANUFACTURED BY BUSSMANN COMPANY. 2. FUSES 1/10 TO 600 AMPS SHALL BE UL CLASS RK1. TRADE TYPE SHALL BELOW PEAK LPS-RK (600V) AND LPN-RK (250V) AS MANUFACTURED BY BUSSMANN COMPANY. 3. OTHER FUSES SHALL BE DUAL -ELEMENT CURRENT -LIMITING TYPE WITH 2O0,000 AMPERES SYMMETRICAL INTERRUPTING CAPACITY. B. FUSES SHALL BE MANUFACTURED BY BUSSMAN, GOULD-SHAWMUTT, OR RELIANCE. 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 SPARE FUSE CABINET SIMILAR TO BUSSMAN # SFC. D. SHALL REPLACE FUSES BLOWN DURING CONSTRUCTION. SECTION 16511 - LIGHTING FIXTURES A. LINEAR FLUORESCENT LAMPS FOR NEW LIGHT FIXTURES SHALL BE T8, 3500K OF THE FOLLOWING MANUFACTURERS: 1. GENERAL ELECTRIC "STARCOAT" SP35 SERIES 2. OSRAM/SYLVANIA "OCTRON" 735 SERIES 3. PHILLIPS TL735 SERIES B. COMPACT FLUORESCENT LAMPS FOR NEW LIGHT FIXTURES SHALL BE 3500K OF THE FOLLOWING MANUFACTURERS: 1, GENERAL ELECTRIC "BIAX" SPX35 SERIES (4 PIN BASE) 2. OSRAM/SYLVANIA "DULUX" 835 SERIES (4 PIN BASE) 3. PHILLIPS "PL" OR "PL-T' 3500K SERIES (4 PIN BASE) C. LIGHTING FIXTURES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR AS INDICATED ON THE LIGHTING FIXTURE SCHEDULE, INCLUDING LAMPS. LAMPS SHALL BE OF THE SAME MANUFACTURER FOR ALL TYPES. D. FIXTURES SHALL BEAR THE UNDERWRITER'S LABORATORIES LABEL AND SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 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 MAGNETEK, MOTOROLA OR ADVANCE. F. BALLASTS FOR'T5" COMPACT FLUORESCENT LAMPS SHALL BE ELECTRONIC, PARALLEL, INSTANT -START, NORMAL OUTPUT TYPE, LESS THAN 10% THD, CBM AND ETL CERTIFIED, AS MANUFACTURED BY MAGNETEK, MOTOROLA OR ADVANCE. G. BALLASTS FOWT4" COMPACT FLUORESCENT LAMPS SHALL BE ELECTRONIC, PARALLEL, RAPID -START, NORMAL OUTPUT TYPE, LESS THAN 10% THD, CBM AND ETL CERTIFIED, AS MANUFACTURED BY MAGNETEK, ADVANCE,ENERGY SAVINGS, INC. OR ROBERTSON. H. EXISTING FLUORESCENT FIXTURES NOTED TO BE REUSED SHALL BE CLEANED AND RE-LAMPED AS INDICATED ON THE FIXTURE SCHEDULE. I. HIGH INTENSITY DISCHARGE BALLASTS SHALL BE CONSTANT WATTAGE TYPE. 1 PROVIDE AND SUPPORT MEDIA FOR LIGHTING FIXTURES INCLUDING STRUCTURAL STEEL, ANGLE, RODS, ETC, IN GENERAL, FLUORESCENT AND HIGH INTENSITY DISCHARGE FIXTURES SHALL BE SUPPORTED IN A MANNER ACCEPTABLE TO THE LOCAL INSPECTION AUTHORITIES. FIXTURES SHALL BE FIRMLY SUPPORTED FROM BEAMS OR JOISTS. 1. PROVIDE NECESSARY BACKING, BLOCKING AND SUPPORTS FOR WALL MOUNTED FIXTURES, 2. FIXTURES SHALL NOT BE SUPPORTED FROM ROOF DECK. K. FIXTURES SHALL BE UL LISTED AND APPROVED FOR THE PURPOSE INTENDED. L. IF REQUIRED BY CODE, LIGHT FIXTURES SHALL BE CHICAGO PLENUM RATED. 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 N. ADJUSTABLE FIXTURES SHALL BE AIMED AND ADJUSTED DURING EVENING HOURS TO THE SATISFACTION OF THE ARCHITECT. SECTION 16750-TELEPHONE SYSTEM 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 COMPANY. 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. 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 MOUNTING STUDS. D. PROVIDE PLYWOOD TERMINAL BOARD AS SHOWN ON DRAWINGS. RECEIVED CITY OF TUKWILA 1 2019 ki4�0%111) SEPARAT Al"PROVA��] MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 r"11,11 " • ' ( _ AI C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: I - Mechanical and Electrical Engineers 700 Rosedale Towers 1700 West Highway 36 Saint Paul, Minnesota 55113 (651)639-9606 FAX 639-9618 Project No. 86806 0 SEAL/SIGNATURE 3•0vq STORE #: 047 PROJECT: 11 • 'm VNESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: ALH CHECKED BY: MITT ISSUES AND REVISIONS: 100%CHECKSET 05.16,2019 LL/PERMIT/BID 05.23.2019 SHEET TITLE: ELECTRICAL SPECIFICATIONS ELECTRICAL SYMBOLS THESE SYMBOLS COMPRISE A STANDARD UST; ALL SYMBOLS MAY NOT APPEAR ON THIS PROJECT. SYMBOL DESCRIPTION MTG HT SYMBOL DESCRIPTION MTG HT A 3�a LIGHT FIXTURE INDICATING FIXTURE TYPE, CIRCUIT NUMBER AND SWITCHING HE) PUSHBUTTON ® FLUORESCENT FIXTURE RECESSED MOUNTED CEILING E{}M TOGGLE SWITCH - MOTOR RATED O� FLUORESCENT FIXTURE SURFACE MOUNTED CEILING 44 THERMOSTAT/TEMP SENSOR ROUGH -IN 60' I--j STRIP TYPE FIXTURE CEILING MOTOR O ROUND DOWN UGHT TYPE FIXTURE CEILING/Cy (} WALL MOUNT SCONCE FE MOTOR PATH ELECTRICAL CONNECTION O PENDANT TYPE FIXTURE ® EXIT LIGHT FACE/DIRECT ARROWS AS INDICATED DISCONNECT ® EXIT LIGHT FACE W/ EMERGENCY HEADS FAN FORCED HEATER rqqm FIXTURE ON NIGHT LIGHT CIRCUIT BASEBOARD HEATER , EMERGENCY LIGHTING UNIT A EMERGENCY BATTERY UNIT IN STOCKROOM (SEE DWG. FOR WATTAGE & BATTERY PACK NUMBER) 'BEGHELLI' MODEL• v TELEPHONE ROUGH -IN 18, 0 SPEAKER - CEILING MOUNTED NV-12- W-2SR-LED MR16-AT (LAMP AT 7W EACH) $ SINGLE POLE SWITCH - LETTER INDICATES SWITCHING 46' TELEPHONE BACKBOARD - FLOOR TO V $4 DOUBLE POLE, 3-WAY AND 4-WAY 46' p DATA ROUGH -IN 18' I—� DIMMER WITH TYPE AS INDICATED V# ♦i PHONE & DATA III DENOTES QUANTITY OF JACKS ® RELAY 4 VOLUME CONTROL © CONTACTOR 4 FIRE ALARM STROBE 90' Tc TIME CLOCK PHOTOSENSOR [F FIRE ALARM HORN/STROBE 90' DUPLEX © FIRE ALARM CEILING STROBE CEILING WP SS WP INDICATES WEATHERPROOF IN -USE COVER SS INDICATES STAINLESS STEEL FACEPLATE 18' g FIRE ALARM CEILING HORN/STROBE CEIUNG CP CP INDICATES CHILDPROOF RECEPTACLE FIRE/SMOKE DAMPER IG GFl IG INDICATES ISOLATED GROUND GFl INDICATES GROUND FAULT USB USB INDICATES RECEPTACLE WITH USB PORTS I@ DEAD FRONT GFCI RECEPTACLE REMOTE TEST SWITCH FOURPLEX 18' {{}K KEYED OPERATED SWITCH 46' SIMPLEX 18' DATA ROUGH -IN 18' CEILING MOUNT Co BUZZER FOR BUZZER SYSTEM LOWER SWITCHED 18' M TRANSFORMER - BUZZER SYSTEM SNATCHED 18' HORIZONTAL 18' - - - - UNDER FLOOR CONDUIT RANGE 6' SPECIAL 18' CEILING WITH FLEX CEIUNG QJ JUNCTION BOX - CEILING CEILING 4 JUNCTION BOX - WALL O FLOOR FLOOR GROUND 0 METER -J PANEL SURFACE (BRANCH) _ PANEL FLUSH (BRANCH) XFMR TRANSFORMER NOTES 1. THESE SYMBOLS COMPRISE A STANDARD LIST, ALL SYMBOLS MAY NOT APPEAR ON THIS PROJECT. 2. MOUNTING HEIGHTS SHOWN ARE STANDARD AND SHALL BE USED UNLESS INDICATED OTHERWISE. MOUNTING HEIGHTS ARE TO CENTERLINE OF DEVICE, UNLESS INDICATED OTHERWISE. RESPONSIBILITY SCHEDULE E = EXISTING, T = TENANT, GC = CONTRACTOR, LL = LANDLORD E FURNISH INSTALL NA REMARKS ELECTRICAL T IGC) LL T GC LL MAIN OVER CURRENT DEVICE IN LANDLORD'S. ELECTRICAL ROOM METER SOCKET IN LANDLORD'S ELECTRICAL ROOM METER IN LANDLORD'S ELECTRICAL ROOM SERVICE ENTRANCE CONDUIT(S) TO LEASED SPACE SERVICE ENTRANCE FEEDER(S) TO LEASED SPACE PULL BOX SERVICE ENTRANCE CIDNDUIT(S) FROM PULL BOX TO ELEC. PANELS 0 ® 0 0 _ PROCURE AND INSTALL FROM PUGET SOUND ENERGY _ SERVICE ENTRANCE FEEDER(S) FROM PULL BOX TO ELEC. PANELS. _ SERVICE DISCONNECT WITHIN LEASED SPACE ® __ 277/480V PANEL(S) ® EXISTING TO BE RELOCATED BY CONTRACTOR STEP DN. LINE TRANSFORMER & MOUNTING ACCESSORIES ® ® EXISTING TO BE RELOCATED BY CONTRACTOR 120/208V PANEL 0 0 _ EXISTING TO BE RELOCATED BY CONTRACTOR LIGHTING CONTACTORS/CONTROL 0 0 -- CURRENT LIMITER PANEL 0 -- TIMECLOCK (SIGNAGE) 0 0 MATCH HOURS OF OPERATION OF THE CENTER EMPLOYEE TIMECLOCK 0 0 EC TO PROVIDE POWER EMPLOYEE TIMECLOCK CONDUIT & PULLWIRE ®I 0 EMPLOYEE TIMECLOCK DATA CABLINC 0 - 0 MUSIC SYSTEM/SPEAKERS/DATA CABINET AND WIRING ® 0 GC TO COORDINATE INSTALL WITH VENDOR. MUSIC SYSTEM CONDUITS AND PULL STRING _ 0 j ® __ SPEAKER BRACKETS 0 0 HVAC DISCONNECT SWITCH(S) 0 0 - MANUAL MOTOR STARTER(S) 0 -- METER SOCKET IN LEASE SPACE 0 METER IN LEASE SPACE 0 -- LIGHT FIXTURES 0 0 SEE LIGHT FIXTURE SCHEDULE ON SHEET E300 LIGHT FIXTURE LAMPS 0 0 SEE LIGHT FIXTURE SCHEDULE ON SHEET E300 TOILET EXHAUST FAN(S) 0 0 INSTALLED BY M.C. AND WIRED BY E.C. RECEPTACLES 0 0 -- POWER WIRING TO HVAC EQUIPMENT POWER WIRING TO"CASHWRAP" SECURITY EQUIPMENT 0 0 SECURITY EQUIPMENT CABLE, CONDUIT AND PULL WIRE ® ® DATA CABLING BY TENANT'S IT VENDOR FLOOR BOXES AND COVERS _ 0 0 - DELIVERY BUZZER SYSTEM 0 0 -- TELEPHONE CABLING AND JACKS 0 INSTALLED BY TENANT TELEPHONE CABLE CONDUIT AND PULLWIRE _ _ 0 _ _ DATA SYSTEM, CABINET, & WIRING 0 0 DATA CABLE CONDUITS WITH PULLWIRE. 0 0 DATA CABINET BACKBOARD 0 0 -- MEDIA SYSTEM, CABINET & WIRING 0 0 MEDIA CABLE CONDUITS WITH PULL WIRE -- 0 0 — - MEDIA CABINET BACKBOARD _ 0 0 _ -- DUCT MOUNTED SMOKE DETECTORS 0 0 INSTALLED BY M.C. AND WIRED BY E.C. FIRE ALARM SYSTEM 0 0 - RTU SERVICE RECEPTACLE 0 -- AS -BUILT DRAWINGS 0 NEW CIRCUIT BREAKERS FOR EXISTING ELECTRICAL PANELS 0 DUCT DETECTOR KEY REMOTE TEST SWITCH W/ VISUAL/AUDIBLE INDICT. ® 0 _ SEE SHEET E100 PHONE CONDUIT FROM LANDLORD DIST. ROOM TO LEASED SPACE _ PHONE CABLES FROM LANDLORD DIST. ROOM TO LEASED SPACE 0 TRAFFIC COUNTER 0 0 _ - HDMI PORT 0 0 LOCATED AT BACK WRAP. SEE E100. MULTI PORT USB CHARGER 0 0 PROVIDED/INSTALLED BY TENANT'S IT VENDOR WIRELESS ROUTER 0 0 -- E FURNISH INSTALL NA1 REMARKS LOW VOLTAGE CABLING T GC1 LL T I GCJ LL DATA CABINET INSTALL 0 0 ALL TENANT INSTALLATION BY GRANITE CASH WRAP DATA 0 0 ALL TENANT INSTALLATION BY GRANITE BACK WRAP DATA 0 0 ALL TENANT INSTALLATION BY GRANITE STUDIO DATA 0 I 0 ALLTENANT INSTALLATION BY GRANITE STORY WALL BAY DATA _ 0 0 _ ALL TENANT INSTALLATION BY GRANITE TRAFFIC COUNTER DATA 0 0 ALL TENANT INSTALLATION BY GRANITE TIME CLOCK DATA 0 0 ALL TENANT INSTALLATION BY GRANITE MOUNT TIME CLOCK 0 0 ALL TENANT INSTALLATION BY GRANITE WIRELESS ACCESS POINTS DATA 0 0 ALL TENANT INSTALLATION BY GRANITE DIGITAL DISPLAY MONITOR 0 0 RECEIVED CITY OF TUKWILA MAY 30 2019 PERMIT CENTER MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: Mechanical and Electrical Engineers 700 Rosedale Towers 1700 West Highway 36 Saint Paul, Minnesota 55113 (651)639-9606 FAX 639-9618 Project No. 86806 SEAL/SIGNATURE STORE #: 047 PROJECT: MORPHE WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: ALH CHECKED BY: MTT ISSUES AND REVISIONS: 100%CHECKSET 05.16.2019 LL/PERMIT/BID 05.23.2019 SHEET TITLE: ELECTRICAL RESPONSIBILITY SCHEDULE & SYMBOLS SEPARATE PEFITAND ,,:. A PROVAL RI- QUIRED PNL H XMFR 18 t7 PNL A � , P s, 6 1._"A63 B-4 4 02A i�TOI T ROOM 13 "DA-37 25 26 A-1 .�` 4—=36__ 3 GFCI EWC 18 17=tf 18 17 18 17 q_�� MGR MCE A_18 23 �8 30 B-12 i 14 A 3 3 j i B-5 7 34 K 32 1" 1 102 B-9,11 2 14 18 17 B-8 29 29 31 G A-27 8 7 / 14 MICRO REFRIG BWC A-33 A-35 B-4 —2 G A— 7 8 7 10 t8 17 3112 1/12 G; B-10 312 1 2 G; 0 1/2• C gA� 9 1/2• C H-8,10,12 _ G A— 7 H-2 4,6 B-10 B-8 Q( VV1Y2V 29 31 1A——to 21 ) T YP 29 8 / A— 9 F 20 STOCKROOM H-7,9111 8-6 ( 26 GA-27, �C----� F�A 0�J V3Y B_8 I TO 29 A-5 3#12 1#12 G; I LA s STUDIO M POWER PLAN E100 1/4"=1'-13" TYP ` --e(i _1 A�1 SALES AREA TYP 9 1 u A-3 A, .3 i 18 17 A-3 I I A-3 IA-5 ( A-5 C®Z@7 TOP OF CASHWRAP MILLWORK POWER & DATA TO BE INSTALLED ON SIDE OF TRASH DRAWER. EC TO COORDINATE N WITH TENANT'S VENDOR FOR CASHWRAP WIRING. 0 TRASH DRAWER 7" ELECTRICAL CUT-OUT LOCATION PROVIDED BY FIXTURE VENDOR. 2 CASHWRAP ELECTRICAL MOUNTING DETAIL E100 NO SCALE LOW VOLTAGE INSTALLATION NOTES GC TO COORDINATE ALL LOW VOLTAGE REQUIREMENTS WITH APPROPRIATE TENANT VENDOR. REFER TO VENDOR LIST ON ARCHITECTURAL SHEET G100. TENANTVENDOR CONTRACTOR TENANT SECURITY VENDOR . EC TO FURNISH AND INSTALL DUPLEX BACK OF HOUSE (ADT/PROTECTION 1) TO FURNISH RECEPTACLE AND DATA PORT IN MANAGER'S SECURITY CAMERAS ALL SECURITY CAMERAS AND OFFICE DEDICATED TO THE BACK OF HOUSE SYSTEM DEVICES. VENDOR TO SECURITY EQUIPMENT. EC TO CONFIRM FURNISH AND INSTALLCAT6 PHONE BOARD IS INSTALLED AND INTERNET CABLING AND COMPLETE FINAL CONNECTION IS ESTABLISHED PRIOR TO CONNECTION. CAMERA INSTALLATION. TENANT RETAIL DATA VENDOR EC TO PROVIDE CAT6 CABLING FOR AURORA AURORA SENSORS (RETAIL NEXT) TO FURNISH SENSOR(S) LOCATION. SENSOR SHALL BE AURORA SENSORS) CENTERED ON DOOR AND 3 TO 4 FEET FROM (TRAFFIC COUNTER) EQUIPMENT. STOREFRONT ENTRY. EC TO PROVIDE 10'-0" SERVICE LOOP. EC TO FURNISH AND INSTALL DATA RACK AND SWITCH PRIOR TO INSTALLATION. CONFIRM INTERNET CONNECTION IS ESTABLISHED PRIOR TO SENSOR(S) INSTALLATION. EC TO INSTALL AND COMPLETE FINAL CONNECTION OF SENSOR(S) PER VENDOR'S INSTALLATION INSTRUCTIONS. REFER TO QUICK START TRAFFIC INSTALLATION GUIDE FOR MORE INFORMATION. EC TO CONTACT RETAIL NEXT DURING INSTALLATION TO ENSURE DEVICE IS ONLINE AND VERIFY ORIENTATION. SPEAKERS TENANT MEDIA VENDOR (PLAY GC TO INSTALL AND MUD IN PLASTER RING IN NETWORK) TO FURNISH SPEAKER DRYWALL CEILING. EC TO PROVIDE J-BOX AT EQUIPMENT, CABLING AND SPEAKER LOCATION. PLASTER RINGS. PLAY NETWORK TO INSTALL DEVICES AND CABLING. INTERIOR SIGNAGE TENANT SIGN VENDOR (SIGN EC TO PROVIDE J-BOX WITH 1/2" CONDUIT TECH) TO FURNISH AND INSTALL AND MULTIPLE PULL STRINGS FOR INTERIOR INTERIOR SIGNAGE. SIGN SIGNAGE. COORDINATE ACCESS PANEL INSTALLER TO MAKE FINAL LOCATIONS WITH SIGN VENDOR. CONNECTIONS. TENANT VENDOR (GRANITE CONTRACTOR TO FURNISH AND INSTALL PHONE TELECOMMUNICATIONS) TO BOARD (IF NOT EXISTING) AND ELECTRICAL FURNISH AND INSTALL DATA DEVICES FOR PHONE / DATA NOT PROVIDED BY PHONE / DATA CABINET AND CABLING FOR TENANT VENDOR. CONTRACTOR TO PROVIDE MANAGER'S OFFICE, BOG, DATA CABLING FOR EMPLOYEE TIME CLOCK. CASHWRAP AND WIRELESS CONTRACTOR TO PROVIDE DATA AT STORY ACCESS POINTS. WALL MILLWORK FIXTURES. A-7 A-7 A-7 69" 27 27 27 — s1) 10 7 A-30 fl VIA C10 � 19 A-22 GA-20 VIA Cl i .f A 5 Al _*VIA Ct Q� A=S — --- — -- A-22 4 35 I n n A-30 NOTE: SEE ARCHITECTURAL DRAWINGS FOR EXACT MOUNTING HEIGHTS OF ALL DEVICES. NOTE: SEE SHEET E000 FOR SPECIFICATIONS. SEE SHEET E001 FOR ELECTRICAL SYMBOLS & RESPONSIBILITY SCHEDULE. VERIFY ALL CONDITIONS IN FIELD PRIOR TO BID. GENERAL NOTES POWER PLAN KEYNOTES 1. CIRCUITING INDICATED ON PLAN IS PARTIALLY DIAGRAMMATIC FOR CLARITY. CIRCUITING SHALL BE +•� PROVIDE BOX FOR HDMI ONLY. THE HDMI PLATE AND CABLING TO BE PROVIDED BYTENANT VENDOR (PLAY NETWORK). COORDINATE LOCATION WITH ARCHITECTURAL "THRU-WIRING" WHERE AND WHENEVER POSSIBLE. DRAWINGS. 2. FIELD VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF HVAC EQUIPMENT WITH O VERIFY POWER REQUIREMENTS AND MOUNTING HEIGHTS FOR DIGITAL DISPLAY WALL WITH TENANT'S VENDOR PRIOR TO BID. REFER TO TENANT VENDOR DRAWINGS FOR MORE MECHANICAL CONTRACTOR PRIOR TO ORDERING RELATED FLFCTRICAL EQUIPMENT. INFORMATION. 3. RECEPTACLE CIRCUITS UP TO 100'-0" IN LENGTH SHALL UTILIZE #12 CONDUCTORS MINIMUM. O3 PROVIDE BLACK FLUSH DUPLEX RECEPTACLES AT SHOW WINDOW PER NEC 210.52. RECEPTACLES ARE CONTROLLED VIA THE LIGHTING TIMECLOCK. REFER TO ARCHITECTURAL RECEPTACLE CIRCUITS FROM 101'-0" TO 150'-0" IN LENGTH SHALL UTILIZE #10 CONDUCTORS MINIMUM. SHEET A300 FOR LOCATION. REFER TO SHEET 3/E300 FOR TIME CLOCK DETAIL. RECEPTACLE CIRCUITS 151'-0" UP TO 250'-0" IN LENGTH SHALL UTILIZE #8 CONDUCTORS MINIMUM. �a COORDINATE ELECTRICAL REQUIREMENTS FOR LIGHT BOX WITH TENANT PRIOR TO ROUGH -IN. RECEPTACLE CIRCUITS ABOVE 251'-0" IN LENGTH SHALL UTILIZE #6 CONDUCTORS MINIMUM. O6 NOT USED. 4. PLACEMENT OF RECEPTACLES IN THE "SALES" AREA SHALL BE INTENTIONAL (I.E. - CENTERED ON ( _ ELECTRICAL SERVICE EQUIPMENT LOCATION. REFER TO RISER DIAGRAM AND PANEL BOARD SCHEDULES ON SHEET E400 & E401 FOR MORE INFORMATION; COLUMNS, WALL FEATURES OR TIGHTTO CORNERS). IF THE RECEPTACLE IS NOT SHOWN IN A DESIRABLE v LOCATION, FIELD VERIFY EXACT PLACEMENT OF RECEPTACLE WITH TENANT'S PROJECT MANAGER PRIOR (� PROVIDE QUAD BOX WITH (2) TWO DUPLEX RECEPTACLES, (1) ONE FOR NORMAL POWER AND (1) ONE FOR "CLEAN" POWER (ISOLATED GROUND). THE CIRCUITS USED TO POWER TO ROUGH -IN. �l THE ELECTRONIC CASH REGISTERS SHALL NOT BE USED FOR ANY OTHER PURPOSES. THE CIRCUITS SHALL NOT SHARE THE NEUTRAL OR GROUND WITH OTHER EQUIPMENT. S. WHERE GYP. BOARD CEILINGS ARE USED, THE ELECTRICAL CONTRACTOR SHALL ARRANGE CIRCUITS TO SEPARATE POWER, NEUTRAL AND INSULATED GROUND WIRES. MINIMUM SIZE 15 #12 AWG SHALL BE RUN TO THE CIRCUIT BREAKER IN THE PANEL BOARD WHERE THE GROUND AVOID THE USE OF JUNCTION BOXES IN INACCESSIBLE LOCATIONS. THE USE OF JUNCTION BOXES ABOVE WIRE SHALL BE TIED TO THE GROUND TERMINAL ISOLATED FROM NEUTRAL. DO NOT USE THE CONDUIT FOR GROUNDING. ELECTRONIC CASH REGISTER OUTLETS SHALL BE GYP. BOARD CEILINGS SHALL BE LIMITED TO LOCATIONS NEAR ACCESS FRAMES USED FOR DIFFUSERS LEVITON NO IG-5362 OR APPROVED EQUAL. SEE 2/E100 FOR MORE INFORMATION. AND RETURN AIR GRILLES OR ACCESS PANELS AS LOCATED ON PLANS. FIELD COORDINATE WITH O0 PROVIDE FLUSH MOUNTED VOICE/DATA OUTLET AT CASH WRAP. PROVIDE (2) 3/4" CONDUITS AND PULL STRING BACK TO PHONE BOARD AS SCHEDULED. COORDINATE ALL TENANT'S PROJECT MANAGER PRIOR TO ROUGH -IN TO AVOID ANY CONFLICTS. JUNCTION BOXES ABOVE TELEPHONE CABLING REQUIREMENT WITH AHJ AND LANDLORD. LAY -IN CEILINGS ARE ACCEPTABLE. O9 COORDINATE FLOOR PENETRATIONS WITH CASEWORK SUPPLIER AND LANDLORD. COORDINATE EXACT LOCATION IN FIELD. PROVIDE FIRE SEALING FOR FLOOR PENETRATIONS. 6. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO INQUIRE WITH THE LANDLORD'S REPRESENTATIVE ON PROVIDE FLOOR BOX WITH TILE FLANGE AND BRASS FINISH. REFER TO DETAIL 2 ON SHEET E300. REFER TO ARCHITECTURAL SHEET A230 FOR EXACT FIXTURE LOCATIONS, ANY FIRE ALARM SYSTEM IN USE AT THE LOCATION AT THE TIME OF THE BID, IF THE FIRE ALARM SYSTEM COORDINATE WITH MILLWORK SHOP DRAWINGS. IS NOT ADEQUATELY DESCRIBED ON THE DRAWINGS, THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO io PROVIDE DATA OUTLET IN CEILING FOR WIRELESS ROUTER BY IT VENDOR. VERIFY FINAL LOCATION WITH TENANT. INFORM THE GENERAL CONTRACTOR AND INCLUDE THE COSTS AS A SEPARATE LINE ITEM IN THE BID, NO ADDITIONAL MONIES SHALL BE AWARDED FOR TIE-IN REQUIREMENTS TO A LANDLORD'S FIRE ALARM 11 PROVIDE CAT 6 FOR AURORA SENSOR LOCATION (TRAFFIC COUNTER). VERIFY MOUNTING REQUIREMENTS AND LOCATIONS WITH VENDOR PRIOR TO BID. PROVIDE 10'-0" SERVICE SYSTEM THAT IS IN EXISTENCE AT THE TIME OF THE BID, WITHOUT SEPARATE LINE ITEM FOR THE FIRE LOOP AT END OF CABLE. ALARM SYSTEM AT THE TIME OF THE BID. 12 EMPLOYEE TIME CLOCK ON WALL. MOUNT WITH OPERATING CONTROLS AT 48" AFF. 7. INSTALL ENGRAVED NAMEPLATE ON SERVICE DISCONNECT SWITCH IN LANDLORD'S SWITCHGEAR WITH DEMISED PREMISES' SPACE NUMBER. 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 TELEPHONE COMPANY. EXTEND 1" TELEPHONE CONDUIT WITH PULL -WIRE FROM SERVICE ENTRANCE AT DEMISING WALLTO 8. NO HANGERS, SUPPORTS, JUNCTION BOXES, ETC. SHALL BE ATTACHED TO ROOF DECK. TELEPHONE TERMINAL BOARD AS SCHEDULED. VERIFY EXACT LOCATION IN FIELD. 9. COORDINATE ROOF PENETRATIONS WITH THE LANDLORD. WRITTEN PERMISSION FROM THE LANDLORD 14SERVICE DOOR BUZZER SYSTEM. PROVIDE 1 BUZZER LOCATED WITHIN TRASH DRAWER INSIDE CASH WRAP MILLWORK, ONE (1) BUZZER ABOVE STOCKROOM DOOR, AND ONE (1) SHALL BE RECEIVED PRIOR TO ANY WORK BEING PERFORMED. ROOF PENETRATIONS TO BE BY BUZZER LOCATED IN OFFICE ABOVE DOOR. MODEL TO BE NUTONE LA100WH. PROVIDE (1) ONE NUTONE C907 TRANSFORMER. PROVIDE PUSHBUTTON. PROVIDE COMPONENTS LANDLORD'S CONTRACTOR ATTENANT'S ELECTRICAL CONTRACTOR'S EXPENSE. NECESSARY FOR A COMPLETE AND OPERABLE BUZZER SYSTEM. 10. ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL CLEAR CHILD -PROOF COVER -PLATES ON 15 JUNCTION BOX MOUNTED IN WALL CAVITY FOR SIGNAGE. RECEPTACLES. 16 TWO - 2" CONDUIT SLEEVES REQUIRED TO RUN CABLE TO SALES AREA. REFER TO ARCHITECTURAL DRAWINGS FOR MORE INFORMATION. 11. ELECTRICAL CONTRACTOR IS TO CUT FLOOR (CORE DRILL ON ELEVATED FLOORS) AS REQUIRED TO INSTALL CONDUITS TO CASHWRAP UNITS AND PATCH FLOOR TO MATCH EXISTING. COORDINATE WORK 17 NEW FIRE ALARM DEVICES TO BE FURNISHED AND INSTALLED BY LANDLORD'S REQUIRED FIRE ALARM CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. COORDINATE ALL WITH LANDLORD PRIOR TO START OF WORK. REQUIREMENTS WITH G.C. G.C. TO COORDINATE ALL REQUIREMENTS WITH AHJ LANDLORD AND INCLUDE IN BID. SEE FIRE ALARM NOTES ON SHEET E400. 12. TELEVISION SETS, VIDEO RECORDERS, SPEAKERS, AND COAXIAL CABLES WILL BE FURNISHED AND 18 ELECTRICAL CONTRACTOR TO PROVIDE A COMPLETE, COMPLIANT FIRE ALARM SYSTEM FOR THE SPACE THAT CONNECTS TO THE LANDLORD'S BUILDING SAFETY SYSTEM. INSTALL INSTALLED BY GENERAL CONTRACTOR. ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL FIRE ALARM DEVICES AS REQUIRED BY CODE, FIRE MARSHALL OR AHJ. FIRE ALARM WIRING SHALL BE INSTALLED IN CONDUIT OR SHALL BE PLENUM RATED CABLE. COORDINATE NECESSARY CONDUITS, PULL WIRES, JUNCTION BOXES, ETC. AS REQUIRED. REQUIREMENTS WITH LANDLORD, FIRE MARSHALL, AND ANY OTHER AUTHORITY HAVING JURISDICTION. SEE FIRE ALARM NOTES ON SHEET E400. 13. ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL A POLY PULL STRING IN EMPTY CONDUITS FOR FUTURE USE. SECURE PULL STRING AT BOTH ENDS OF CONDUIT. 19 ELECTRICAL CONTRACTOR TO PROVIDE CEILING MOUNTED JUNCTION BOX FOR SIGNAGE. COORDINATE FINAL SIGNAGE PLACEMENT AND ACCESS PANEL LOCATION WITH SIGN VENDOR. 14. ELECTRICAL CONTRACTOR IS NOT TO SHARE THE NEUTRAL CONDUCTOR OF A CIRCUIT CONTAINING A 20 DUCT MOUNTED SMOKE DETECTOR IN AIR DUCT TO SHUT DOWN FAN. INSTALLED BY MECHANICAL CONTRACTOR; WIRED BY ELECTRICAL CONTRACTOR, VERIFY IN FIELD FINAL "GFCI" DEVICE WITH ANY OTHER CIRCUIT. PLACEMENT PRIOR TO WIRING. 2i HDMI, DATA AND QUAD RECEPTACLE FOR TV MONITOR. RECEPTACLE, DATA AND HDMI JACK SHALL BE A RECESSED APPLICATION. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT. 22 NEW VAV UNIT. 480V/3PHASE. ELECTRICAL CONTRACTOR TO MAKE CONNECTION TO FUSED DISCONNECT AT UNIT, AND DUCT SMOKE DETECTOR IN AIR DUCT FOR VAV-1. 23 DRINKING WATER FOUNTAIN VERIFY EXACT LOCATION AND MOUNTING HEIGHT WITH EQUIPMENT REQUIREMENTS PRIOR TO ROUGH IN. 2a WALL MOUNTED MEDIA CABINET AND DATA CABINET ON GC FURNISHED AND INSTALLED BACKBOARD. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING LOCATION. 25 ELECTRICAL CONTRACTOR TO PROVIDE AND STUB TWO - 3/4" CONDUITS BELOW FLOOR, FOR FOUR (4) POS CIRCUITS. TERMINATE CONDUITS WITH NYLON BUSHING AND PULL STRING. 26 COORDINATE ROUTING OF POWER AND DATA CONDUITS UNDER FLOOR SLAB WITH LANDLORD REPRESENTATIVE PRIOR TO BID AND ROUGH IN. 27 COORDINATE MOUNTING HEIGHT, CONNECTIONS AND FINAL LOCATION WITH TENANT MILLWORK MANUFACTURER. REFER TO ARCHITECTURAL SHEET A230 FOR OUTLET LOCATIONS. COORDINATE FINAL CONNECTION OF LIGHTS WITH MILLWORK INSTALLATION INSTRUCTIONS. 28 MAKE CONNECTION TO 120V, 1.5KW WATER HEATER. MOUNT DISCONNECTING MEANS ADJACENT TO WATER HEATER. VERIFY EXACT LOCATION WITH MECHANICAL CONTRACTOR. 29 AT DIGITAL DISPLAY MONITOR, ELECTRICAL CONTRACTOR TO COORDINATE ALL ELECTRICAL AND LOW VOLTAGE REQUIREMENTS. COORDINATE INSTALL LOCATION WITH TENANT'S VENDOR PRIOR TO ROUGH -IN. 30 ALARM KEY PAD LOCATION. 31 LIGHTING TIME CLOCK / CONTACTOR LOCATION. SEE SHEET E300 FOR MORE INFORMATION. 32 ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL DUCT SMOKE REMOTE TEST SWITCH WITH VISUAL/AUDIBLE INDICATION AT MANAGER'S DESK. TEST SWITCH TO BE AIR PRODUCTS AND CONTROLS INC. CATALOG NUMBER - MSR-110/R OR EQUAL. COORDINATE REQUIREMENTS WITH LANDLORD. 33 EXHAUST FAN. COORDINATE FINAL LOCATION WITH MECHANICAL CONTRACTOR. SEE SHEET 3/E200 FOR ADDITIONAL INFORMATION. 34LED PANEL BEHIND CASH WRAP. POWER WITH (3) THREE - 208V, SINGLE PHASE CIRCUITS FROM PANEL. INCOMING POWER TO GO TO JUNCTION BOX LOCATED IN UPPER RIGHT HAND CORNER OF LED DISPLAY. PROVIDE FOUR (4) CAT 5 CABLES TO BOTTOM CENTER OF LED DISPLAY. REFER TO ARCHITECTURAL DETAIL 16/A620. PROVIDE ENOUGH CABLE TO EXTEND ACROSS LED DISPLAY OPENING. - 35 PROVIDE BLACK RECEPTACLE AND COVER PLATE FOR RECEPTACLES WITH THIS NOTE. SEPARATE PERMIT AN APPROVAL REQUIRED MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: Mechanical and Electrical Engineers 700 Rosedale Towers 1700 West Highway 36 Saint Paul, Minnesota 55113 (651)639-9606 FAX 639-9618 Project No. 86806 Q SEAL/SIGNATURE 13.a01G STORE #: 047 PROJECT: MORPHE WESTFIELD SOLITHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: ALH CHECKED BY: MITT ISSUES AND REVISIONS: 100%CHECKSET 05.16.2019 LL/PERMIT/BID 05.23.2019 CITY OF TUKWILA PE"IT CENTER SHEET TITLE: POWER PLAN PNL O ;E RESTROOM H kLLWAY) s i O K1� L J m Y A-18 A-14 A-14 Y X1�I X tom.,,, 4)4 A-14 A-16 l LIGHTING PLAN E200 1/4'=1'-O" NOTE: SEE ARCHITECTURAL DRAWINGS FOR EXACT MOUNTING HEIGHTS OF DEVICES. NOTE: SEE SHEET E000 FOR SPECIFICATIONS, SEE SHEET E001 FOR RESPONSIBILITY SCHEDULE. VERIFY ALL CONDITIONS IN FIELD PRIOR TO BID. J PNL A A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 to .—t8 BI PNLB PQTo PQ®Tc PO1a v1 P©1a Pp®Tc a c� cnnC//]��T c� c�T cC�? cO®T I b �©1 c�T ®13 6 A-60c a®A �S a®A 0 f®A® a®A S I ®A ® fGAO b®A S b®A 0 f®AO b®A S ®A ® f.®AO a, A 10 (1 9i 0 F- A-2 �'./ A-2 A-14 AL72 A-2 g .A-2 AY14 AL12 A-4 �7 A-4 A 14 ALt2 A-4 7 (A-4 A 14 AL12 A-4 1-14 e BI 10 m 3 X ®2 i SALES AREA A-4 I O? �R all ®A ®A ®A 18 A-1$ ®A a b b ®A ' A-4®b (alb A-2 A-2 A-2 ( A-2 A-4 A-4 A-4 e�l �'.. STUDIO no no A-10' ' A-2 9 ® A ®I -16 IL9aA pAaA ®A ®bb ®b �bb A® X 4 e ' �! 6� AA O®61 9 A-10 A-2 A-2 A-2 I A-4 ' S 1 7 ®1 ®Al d d ' d d d d d C2 C2 C2 C2 C2 IC2 I C2 Og 67fB1 ! t A{16 A-8 A-8 ( A-8 A-8 A-8 A-8 A-8 A-10 A®. VC 15 A-2 •`I 9 1 j hVC vi 12 ®a ®2 ®2 ®2 84 ®4 ®4 i ®b e D 14 A-2 O®Bl1 A-1 3 ®A I A-10 ' B am 4 4 4 A 16 A-6 AP-2 7 A-2 A-14 -12 A-2 7 A-2 A-14 _12 A-4 7 A-4 A-14 _12 A-4 7 A-14 ® l h A®! Pia ®a g ®o ®f ®0 8 ®a ®f ®e 8 ®b ®f ®h g iOA ®; ®Q o -- 1, A-16 1 co, c0, c❑og c[Ql CE,(. c❑®g c W,( c 1 c c0I c❑®I A-4 a=,2 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 GENERAL NOTES LIGHTING PLAN KEYNOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF THIS 1� INSTALL WALL MOUNTED OCCUPANCY SENSOR, FURNISHED BY TENANT'S VENDOR MOUNTED AT 48" RFF FOR OFFICE. WORK AND THE WORK OF ALL SUBCONTRACTORS WITH DIVISIONS OF SENSOR TO CONTROL LIGHT. PROVIDE ALL WIRING AS REQUIRED. COORDINATE WITH MANUFACTURER. SET SENSOR TIME WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE TO 15 MINUTES. SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. OZ INSTALL WALL MOUNTED VACANCY SENSOR AT 4$" AFF FOR TOILET ROOM. SENSOR SHALL CONTROL FAN AND LIGHT 2. LIGHTING SHALL BE CIRCUITED AS SHOWN ON THE PLANS. CIRCUITING FURNISHED BY TENANT'S VENDOR. COORDINATE WITH MANUFACTURER. SET VACANCY TIME TO 15 MINUTES. SEE DETAIL SHALL BE "THRU-WIRING" WHERE AND WHENEVER POSSIBLE. ON 2/E200 FOR MORE INFORMATION. MULTIPLE CONNECTIONS TO A SINGLE LIGHT FIXTURE FOR VOLTAGE LIGHTING SWITCH(S) PROVIDED BY TENANT'S VENDOR INSTALLED BY EC. SEE SHEET E300 FOR MORE INFORMATION ON DROP CONDITIONS OR AS A RESULT AFIELD CONDITION ARE ADDITIONAL LIGHTING CONTROL, SEE SHEET E300 FOR MORE INFORMATION ON ADDITIONAL LIGHTING CONTROL. ACCEPTABLE. LIGHTING FIXTURES SHALL BE MANUFACTURED SHALL COORDINATE WITH LIGHTING VENDOR FOR MORE INFORMATION. ACCOMMODATE "THRU-WIRING". ANY RELATED COSTS FOR MULTIPLE CONNECTIONS. SHALL BE INCLUDED IN BID. O LIGHTS USED "FOR :SECURITY LIGHTING PURPOSES. 3. SEE REFLECTED CEILING PLAN ARCHITECTURAL SHEETA300 FOR EXACT LOCATION AND QUANTITY OF LIGHTING FIXTURES. O PROVIDE JUNCTION BOX AND DISCONNECTING MEANS FOR STOREFRONT SIGN PER CODE ABOVE ACCESSIBLE CEILING. PROVIDE 15'0" SERVICE LOOP AT EACH JUNCTION BOX LOCATION. JUNCTION BOX TO BE LOCATED AT A MAXIMUM OF 4. ELECTRICAL CONTRACTOR'S BID SHALL INCLUDE THE INSTALLATION OF 15'-0" FROM SIGN CONNECTION. COORDINATE ACCESS PANEL LOCATION WITH SIGN VENDOR. PROVIDE ON/OFF ROOM LIGHT FIXTURES AND ASSOCIATED LAMPS FURNISHED BY TENANT. CONTROLLER FOR CONTROL OF SIGNAGE. COORDINATE SCHEDULE WITH OWNER. REFER TO ARCHITECTURAL DRAWINGS ELECTRICAL CONTRACTOR IS RESPONSIBLE TO ENSURE THE FOR SIGN LOCATION. ADJUSTABILITY OF DIRECTIONAL FIXTURES AFTER INSTALLATION. [� ELECTRICAL SERVICE LOCATION. REFER TO ONE LINE DIAGRAM AND PANELBOARD SCHEDULES ON SHEET E400 FOR MORE INFORMATION. 5. EMERGENCY AND EXIT LIGHTS SHALL BE INSTALLED AND CIRCUITED PER THE LATEST NATIONAL ELECTRICAL CODE AND LOCAL CODES. O SPEAKERS, WIRE AND SUPPORTS ARE INSTALLED BY TENANT'S VENDOR. CONNECT SPEAKER TO TENANT'S STEREO SYSTEM EMERGENCY AND EXIT FIXTURES SHALL BE DUAL VOLTAGE WITH ATTELCO, CONFIRM LOCATIONS WITH TENANT'S VENDOR TO PROVIDE CABLING. VERIFY LANDLORD CONNECTION BATTERY BACKUP (120/277 VOLT INPUT). REQUIREMENTS FOR EMERGENCY SYSTEM OVERRIDE. EC TO PROVIDE CONDUIT AND CABLING. 6. LIGHTING CIRCUITS UP TO 100'-0" IN LENGTH SHALL UTILIZE #12 SO SHOW WINDOW LIGHTS TO BE CONTROLLED VIA TIME CLOCK. COORDINATE WITH OWNER FOR LIGHTING SCHEDULE. CONDUCTORS MINIMUM. LIGHTING CIRCUITS FROM 101'-0" UP TO WINDOW DISPLAY LIGHTING SHALL BE ILLUMINATED FROM STORE CLOSING UNTIL 2:30AM OR AS DIRECTED BY MALL. SEE 150'-0" IN LENGTH SHALL UTILIZE #10 CONDUCTORS MINIMUM. DETAIL ON SHEET E300. LIGHTING CIRCUITS FROM 151'-0" UP TO 250'-0" IN LENGTH SHALL UTILIZE #8 CONDUCTORS MINIMUM. LIGHTING CIRCUITS ABOVE O INSTALL SURFACE MOUNTED OCCUPANCY SENSOR, TENANT VENDOR FURNISHED. PROVIDE WIRING AS REQUIRED. 251'-0" IN LENGTH SHALL UTILIZE #6 CONDUCTORS MINIMUM. COORDINATE WITH MANUFACTURER. SET OCCUPANCY SENSOR TIMER TO 15 MINUTES. 7. EXIT/EMERGENCY LIGHTS AT STOREFRONT SHALL BE CEILING 70 LIGHTING FOR ALL WORKING SPACES ABOVE SERVICE EQUIPMENT SHALL NOT BE CONTROLLED BY AUTOMATIC MEANS MOUNTED AND CENTERED OVER OPENING (TYPICAL U.O.N.), ONLY VERIFY FIXTURES ARE CONNECTED TO SWITCH. IF NO SWITCH IS PRESENT, ADD A SWITCH TO FIXTURE. EXIT/EMERGENCY LIGHTS AT DOOR TO "NON -SALES" SHALL BE 0 PROVIDE OVERRIDE SWITCH. FIELD VERIFY EXACT LOCATION. CENTERED ON WALL ABOVE DOOR. SEE ARCHITECTURAL SHEETS A300, A400, AND A410 FOR EXACT LOCATIONS. 9INDEPENDENT VOLUME CONTROL SWITCH FOR STUDIO SPEAKER CONTROL. PROVIDE LABEL ON SWITCH READING "STUDIO". S. REFER TO ARCHITECTURAL SHEET FOR EXACT MOUNTING HEIGHTS, LOCATION AND INSTALLATION REQUIREMENTS OF LIGHT FIXTURES. 13 CAMERA CCTV SYSTEM PROVIDED BY TENANT'S VENDOR WHO WILL CONNECT TO RECORDER{MONITORIN MANAGER'S OFFICE. 9. EMERGENCY AND EXIT LIGHTS TO BE WIRED AHEAD OF LOCAL CONFIRM LOCATIONS OF CAMERAS WITH TENANT. TENANT'S VENDOR TO PROVIDE ALL CONDUIT AND CABLING. SWITCHING. 14 INSTALL LOW VOLTAGE DIMMER SWITCH FOR CONTROL OF LIGHTS IN THE STUDIO. PROVIDE ONE DIMMER SWITCH FOR EACH SWITCH 10. LIGHTING VENDOR IS CAPITOL LIGHT. COORDINATE WITH VENDOR ID SHOWN. PROVIDE LUTRON DIVA DECOR DIMMING CONTROL SWITCH, CATALOG #: DVSTV-WH. PROVIDE DECOR STYLE COVER DRAWINGS FOR MORE INFORMATION. PLATE FOR SWITCHES. 15 INDEPENDENT VOLUME CONTROL FOR SALES AREA SPEAKERS NEAR STUDIO. VERIFY REQUIREMENTS WITH VENDOR. PROVIDE LABEL 11. NL INDICATES NIGHT LIGHTS. ON SWITCH READING "SALES". IN TOILET ROOM VIA C1 TO ADDITIONAL LINE VOLTAGE WIRING TO OCCUPANCY LIGHTING FIXTURES _ _ O SENSORS (QUANTITY SHOWN ON PLANS) 1 LOW VOLTAGE OCCUPANCY SENSOR (QUANTITY AS SHOWN ON PLANS) LINE VOLTAGE I LOW VOLTAGE a SWITCH 1 WIRING (TYP.) E OCCUPANC / WIRING (TYP.) SENSOR SWITCH t i CLASS 2 VOLTAG� LINE VOLTAGE WIRING (TYP.) i WIRING (TYP) POWER PACK POWER PACK LINE VOLTAGE WIRING TO LIGHTING PANELBOARD LINE VOLTAGE (120/277 VAC) LOCATE POWER PACK WIRING TO LIGHTING ABOVE ACCESSIBLE PANELBOARD CEILING (NOT SHOWN (120/277 VAC) ON PLANS) CEILING MOUNTED OCCUPANCY SENSOR WALL MOUNTED OCCUPANCY SENSOR NOTES A. SENSOR SWITCH IS SHOWN AS THE BASIS OF DESIGN. REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION AND OTHER ACCEPTABLE MANUFACTURERS. IF ANY OF THE OTHER ACCEPTABLE MANUFACTURERS ARE USED. NOTE THATTHEIR EXACT REQUIREMENTS, COMPONENTS AND WIRING WILL LIKELY DIFFER AND THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A COMPLETE, OPERATIONAL SYSTEM EQUIVALENT TO THAT SHOWN. B. WIRING DIAGRAMS ARE DIAGRAMMATIC AND SHOWN FOR REFERENCE ONLY. REFER TO MANUFACTURER'S WIRING DIAGRAMS FOR REQUIRED COMPONENTS AND WIRING. C. INSTALL LOW VOLTAGE WIRING IN 3/4" CONDUIT (MIN.) D. REFER TO MANUFACTURER'S LATEST LITERATURE FOR REQUIRED WIRING SIZES. INCREASE AS REQUIRED FOR VOLTAGE DROP. E. MOUNT POWER PACK IN DEEP JUNCTION BOX IF REQUIRED PER LOCAL AHJ. F. LOW VOLTAGE WIRING IS NOT SHOWN ON PLANS AND NOT ALL LINE VOLTAGE WIRING IS SHOWN ON PLANS. PROVIDE REQUIRED LINE AND LOW VOLTAGE WIRING FOR A COMPLETE, FUNCTION SYSTEM. G. SOME AREAS HAVE OCCUPANCY SENSOR CONTROL ONLY (NO LINE VOLTAGE SWITCHES) AS SHOWN ON PLANS. ATYPICAL LOW VOLTAGE OCCUPANCY SENSOR WIRING DIAGRAM E200 I NO SCALE ROOM/AREA SERVED ITING FIXTURES .ET ROOM N Ll SALES TYPE A/A1/A2 LIGHTS SALES TYPE B1 LIGHTS SALES TYPE Cl LIGHTS SALES TYPE P WALL WASHERS SALES DISPLAY LIGHTING STOCKROOM RESTROOM MANAGER'S OFFICE 31 WIRING DIAGRAM FOR TOILET ROOM EXHUAST FAN 200 J NO SCALE LIGHTING CONTROL MATRIX TIME CLOCK VACANCY/ OCCUPANCY SENSOR AUTO OFF TIME (MIN) DIMMING TYPE DIMMING LEVEL AFTERHOURS OVERRIDE MANUAL ON/OFF KEYNOTES X VERIFY 10% X X X VERIFY 10% X X X VERIFY 10% X X X VERIFY 10% X X X VERIFY 10% X STUDIO X 15 VERIFY 10% X HALLWAY X X 15 X GENERAL NOTES a A. LIGHTING VENDOR TO PROVIDE ALL PARTS AND PIECES NECESSARY TO MAKE A FUNCTI LIGHTIN CONTROLS SYSTEM WITH CONTROLS MARKED ABOVE. B. REFERENCE COMPLETE WIRING DIAGRAM PRIOR TO INSTALLATION. e C. IF DIMMING IS CALLED FOR IN SCHEDULE ABOVE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY AND PROVIDE NECESSARY PARTS, BALLASTS, DRIVERS, ETC TO PROVIDE THE DIMMING FUNCTION. ` SEPARATE MAY 30 2019 PERIMITAND ptrrCEM APPROVAL REQUIRED MORPHS 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651,690.5525 www.iinn-daniels.com CONSULTANTS: Mechanical and Electrical Engineers 700 Rosedale Towers 1700 West Highway 36 Saint Paul, Minnesota 55113 (651)639-9606 FAX 639-9618 Project No. 86806 C SEAL/SIGNATURE 910 STORE #: 047 PROJECT: MORPHE WESTFIELD SOLITHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: ALH CHECKED BY: MTF ISSUES AND REVISIONS: 100%CHECKSET 05.16.2019 SHEET TITLE: LIGHTING PLAN DESCRIPTION a SALES SALES SALES SALES STOREFRONT NIGHT LIGHTS HALLWAY 0 0 0 0 0 0 0 PROVIDE PP -DV POWER PACK FOR CIRCUIT A-Z & A-4, SWITCH ID'S "a" & "b". .a »b» »c .d» �141NJ!'I� PROVIDE DIMMER SWITCH TYPE LUTRON DVTV-WH FOR CIRCUIT A-2 & A-4, SWITCH ID'S "a" & "b" A-2 A-4 A-6 A-8 A-10 A-12 A-18 0 0 0 0 0 0 0 IMER SWITCH \—DECOR STYLE SWITCH PLATE (TYPICAL) SWITCHPLATE DETAIL NO SCALE ALIGN FLOOR BOX COVER TO BE FLUSH TO ADJACENT FINISHED FLOOR io N OQ QOQ LEGRAND SYSTEM RFB SERIES 2 COMPARTMENT ON GRADE FLOOR BOX CATALOG NUMBER: RFB2E-OG FLUSH STYLE COVER ASSEMBLY CATALDG: 6CT2BS NO SCALE TORK JDZS400BP DIGITAL, 4-CHANNEL, TIMECLOCK 'TC-1' SUP�APELR Y CH3 0----.p FROM PANEL PROVIDE LOW VOLTAGE (0-10V) DIMMER SWITCHES FOR SWITCH TYPES c,d,e & f. DIMMER SWITCH TO BE: DECOR STYLE LEGRAND 0-10V DIVA CONTROL DIMMER THREE WAY SWITCH SWITCH CATALOG #:DVSTV-WH PROVIDE LOW VOLTAGE BARRIERS BETWEEN LIGHTING SINGLE POLE SWITCHES AND DIMMER CIRCUIT SWITCHES PROVIDE DECOR STYLE COVER PLATE FOR SWITCH BANK TYPE: LEVITON DECORA 80407-W NOTE: FLOOR BOX SHALL CARRY REQUIRED FIRE RATING FOR FLOOR ASSEMBLY. SUPPLIER TO VERIFY PRIOR TO BID AND CONFORM TO REQUIREMENTS. TIMED OVERRIDE SWITCH SET FOR 2 HOURS ELECTRICALLY HELD LIGHTING TORK SS423 CONTACTOR WITH NORMALLY INSTALL NEXT TO SWITCH CLOSED CONTACTS IN NEMA 1 BANK ENCLOSURE, TYPICAL A-22 }� SHOW WINDOW REC A-20 / SIGNAGE A-10 —.SHOW WINDOW LIGHTS SPARE DIMMER OR REFER TO E200200 FOR ADDITIONAL CONTROLS. r _ (TYPICAL) A-2 A-4 >-+ SALES LIGHTING sw\•a' y SALES LIGHTING SW 'b' A-6>-----• A-8 •— � SALES LIGHTING SW W *d' SALES LIGHTING A-18 �► HALLWAY SW "m A-18 "N .- STOCKROOM SW 'V SPARE �—� SPARE I� ' 11 ' A-9 MILLWORK LIGHT RECEPT A-11 •� �► MILLWORK LIGHT RECEPT A-13}� MILLWORK LIGHT RECEPT A-15—► MILLWORK LIGHT RECEPT A-17�•—� ��-MILLWORK LIGHT RECEPT A-19`> —• a I �•- MILLWORK LIGHT RECEPT A-21I� ��►-MILLWORK LIGHT RECEPT A-23>---• MILLWORK LIGHT RECEPT A-7 }_--(—• ��► LASH DISPLAY RECEPT A-30 - (�---� �—.- LIGHT BOX LIGHT FIXTURE SCHEDULE SYMBOL DESCRIPTION FIXTURE MANUFACTURER & MODEL 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 42W CEILING HEIGHT TRIM: 6" X 10-3/4" CEILING C3MR-TRIM-2-21-LED-WT-120-277 -N F-N F-W T-3CLA-SN-0-10V AMERLUX Al RECESSED ACCENT DISPLAY LIGHT C3MR/SR-FRAME-2-LED-120-0-1OV RECESSED IN WHITE LED 42W CEILING HEIGHT TRIM: 6" X 10-3/4" WITH LINEAR SPREAD LENS CEILING C3 M R-TRIM -2-21-LED- W T-120-277 -N F-N F-W T-3CLA-SN-O-lOV-LS AMERLUX A2 RECESSED ACCENT DISPLAY LIGHT C3MR/SR-FRAME-2-LED-120-0-10V RECESSED IN WHITE LED 42W CEILING HEIGHT TRIM: 6" X 10-3/4" WITH LINEAR SPREAD LENS CEILING C3 M R-TRI M-2-21-LED-BT-120-277 - N F-N F-BT-3CLA-S N-O-10V AMERLUX B1 RECESSED ACCENT DISPLAY LIGHT C3MR/SR-FRAME-I-LED-120-0-30V RECESSED IN BLACK LED 21W CEILING HEIGHT TRIM: 6" X 6" CEILING C3MR-TRIM-1-21-LED-BT-120-277-NF- BT-3CLA-SN-0-10V CUSTOM 4' x W LIGHT FIXTURE; PER PINNACLE MANUFACTURER'S RECOMMENDATIONS, ATTACH (4) C1 RECESSED ACCENT DISPLAY LIGHT RECESSED WHITE LED 65W CEILING HEIGHT 10 GAUGE STEEL BRACING WIRES - (1) FOR EACH LF44-A-945LO-FL--OL1-1-0-W- CORNER OF LIGHT FIXTURE. WIRES SHALL BE CRF180236 ATTACHED TO STRUCTURAL FRAMING ABOVE. TWO CUSTOM 4' x 4' LIGHT FIXTURE PLACED PINNACLE TOGETHER; PER MANUFACTURER'S RECOMMENDATIONS, ATTACH (8) 10 GAUGE STEEL C2 RECESSED ACCENT DISPLAY LIGHT LF44-A-945LO-FL--OL1-1-0-W- RECESSED WHITE LED 130W CEILING HEIGHT BRACING WIRES - (1) FOR EACH CORNER OF LIGHT CRF180236 FIXTURE. WIRES SHALL BE ATTACHED TO STRUCTURAL FRAMING ABOVE, GC TO ASSEMBLE. WEST ELM ACCOMMODATES SEVEN 9W LED D DECORATIVE PENDANT LIGHT SCULPTURAL CLEAR GLASS GLOBE SURFACE BRONZE SHADE BULB: SATCO 59871; LED; 9W CEILING HEIGHT BULBS. UL LISTED. 7-LIGHT BRONZE CHANDELIER - CLEAR CANDELABRA BASE SMALL (CLEAR) ECOSENSE F 12" PERIMETER COVE LIGHTING COVE NATURAL ALUMINUM LED ZW COVE L35-1-12/48-02-35-90-MULTI-120 ECOSENSE G 12" REAR FOCAL WALL GRAZER COVE NATURALALUMINUM LED 8W COVE L50-I-12/48-08--35-90-MULTI-15X35 MERCURY J R 2X2 LED RECESSED RECESSED WHITE LED 20W CEILING HEIGHT LR15-22G-2300-35K-UNI MERCURY LIGHTING SURFACE / CEILING HEIGHT AND/OR CEILING MOUNTED WHERE K iX4 STRIP LIGHT SUSPENDED WHITE LED 35W SUSPENDED AT 12'-0" CEILING EXISTS LW3-4-3800-35K-HTA-UNI 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 EDR-1729-MCAV-AI7-WT-WW-3CLA PROJECT MANAGER ON SITE. CONTECH LIGHTING CEILING/WALL CEILING HEIGHT/WALL WITH 90 MINUTES OF Y EMERGENCY LIGHT MOUNTED, LED 5W MOUNTED (REFER TO EMERGENCY BATTERY BACK UP EL2HALEDEM-P UNO PLAN) EVENLITE WITH 90 MINUTES OF Y1 `RECESSED EMERGENCY LIGHT RECESSEDIN LED 25W ABOVE CEILING EMERGENCY BATTERY BACK UP APL-25-LC-UI CEILING EXIT LIGHT CONTECH LIGHTING CEILING/WALL 6" CENTERED ABOVE WITH 90 MINUTES OF X (ACRYLIC EDGE LIT) MOUNTED, LED 3W DOOR (REFER TO PLAN) EMERGENCY BATTERY BACK UP REXA-MF-R-EM UNO CONTECH LIGHTING CEILING/WALL 6" CENTERED ABOVE WITH 90 MINUTES OF X1 EXIT SIGN/LIGHT COMBO MOUNTED, LED 3.8W DOOR (REFER TO PLAN) EMERGENCY BATTERY BACK UP EX2HRLEDEM-P LINO FIXTURES SHALL BE NEW UNLESS NOTED OTHERWISE. WHERE EXISTING FIXTURES ARE TO REMAIN, REPLACE FIXTURES/BALLASTAND LAMPS AS NEEDED FOR LIKE NEW APPEARANCE AND OPERATION. LIGHT FIXTURES AND LIGHTING CONTROLS PROVIDED BY CAPITOL LIGHT. IF YOU HAVE ANY QUESTIONS CONTACT ANDRE LUCERO: 415-314-6201 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 FIXTURES AND PROVIDE FIXTURES THATARE COMPATIBLE WITH THE CEILING SYSTEM. MR16 LAMPS SHALL BE 10,000 HOUR LAMPS. 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 EMERGENCY BALLAST PROVIDED SHALL PRODUCE THE MAXIMUM LUMEN OUTPUT AVAILABLE FOR THE LAMP USE.D EMERGENCY LIGHTING BALLASTS SHALL BE BODINE OR APPROVED EQUAL. RECEIVED CITY OF TUKWILiA MAY 30 2019 PERMIT CENTER MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: Mechanical and Electrical Engineers 700 Rosedale Towers 1700 West Highway 36 Saint Paul, Minnesota 55113 (651)639-9606 FAX 639-9618 Project No. 86806 SEAL/SIGNATURE ya0i01 J v STORE #: 047 PROJECT: MORPHE WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: ALH CHECKED BY: MTT ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 SHEET TITLE: LIGHT FIXTURE SCHEDULE & LIGHTING CONTROL DIAGRAM LIGHTING CONTROL DETAIL NO SCALE SEPARATE PEW11IT AND APPROVAL REQUIRED J= REMARKS: RELOCATED PANEL • • • ��®© I111i1fiiYiiiYiLa '' '� AlCiZATING7.10KAIC m�®�p 0t 0 s •. pggg'�pgg�gggg Pg��ggg©�pq�®�� VIATRANSFORMER ©®p GP11I 1IlC �1fC�CHC 'ry C��IEO OCiCCI®ICE€� ' llCi C�� I�l��f�ECi114 � i t� �� OCCiCfi�ICIICfC�#C>�l'il��®��C�CCC�CCIi4C11��'CC�I'C�® ��®A��1R�1pg94Jq�91{��pg��g��gggg��pp ' � ' j��. gg��04L9991i9�E�9ig6g�F�;&tl1i�9pp`ppaa�B1GR8 ��g�qg ��®��q�9�p��il@�&198�LI��1�gg CH6114#1i9119L1Ik ��#�p��#�pp�g g��p9N�1�rygJHpL,3g61@�� ®N�qNMry E � 9 ��g, ' ,9�9�iiii��®� ��®�WH@6 g�rgy;gg�g �C811�19Illflid(1$��C4i�f19fl1V31�'fiP9tl: q`78;7G1'9CH9'N ppgp1�p II��g ;ry�g�L'iffig��1 ��®��®� � ��IflO~Oq�fll6#�11�900�1ik�l�OR��9i ii#OB�4'0[IRI�� PER PHASE TOTAL VA ) 15642 ! 16113 TOTAL CONNECTED VA 45V TOTAL CONNECTED AMPS j 3xHIGHESTPHASE j 483 HIGHESTAMPS j LOAD TYPE L= ILIGHTING C= !CONTINUOUS LM= LfiRGESTMOTOR M= REMAINING MOTORS N= !NON -CONTINUOUS R = !RECEPTACLE K/K21K3= jKiTCHENEQUIP _ DU= jDWELLINGUNIT TOTAL CALCULATED LOAD (VA} — TOTAL CALCULATED AMPS X 1.25 = X1= 5/222019 -11 ST 10KVA+ (110KVA)/2 j •� 0 iPEECES@100% *I 1ST 10KVA+ (>10KVA) 0.4 OR NEC T220.84 1 !DWELLING UNITS DOWNSTREAM ' I i PANEL NAME: B VOLT: 208Y/120 BUS SIZE: 226 AMPS REMARKS: RELOCATED PANEL LOCATION: STOCKROOM PH: 3 MAINBRKR: MLO AICRATING:10KAIC MOUNTING: SURFACE WIRE: 4 V.A V.A V.A. V.A. VA V.A j GNDBUS: YES GR:NO RM.NO. LOAD DESCRIPTION TYPE BRKR CCT A B C A B C CCT BRKR TYPE LOAD DESCRIPTION RM.NO. LED DISPLAY- BACKWRAP C 20 1 1060 1650 2 20/1 C WATER HEATER C /2 3 1060 360 4 2011 R HALLISTOCK RECEPTS LED DISPLAY -BACKWRAP C 20 6 1060 S60 6 20/1 R TVRECEPT-STUDIO C 2 7 1060 540 8 20/1 R STUDIO RECEPTACLES LEDDISPLAY- BACKWRAP C 20 9 1050 360 10 20/1 R STUDIO- FLRBXRECEPTS C 2 11 1050 180 12 20/1 R EMPLOYEE TIMECLOCK LOC SPARE 20/1 13 14 20/1 SPARE SPARE j 2011 15 16 2011 SPARE SPARE 201 17 1f, 18 SPACE SPACE 19 NMI 20 SPACE SPACE 21 22 SPACE SPACE 23 24 SPACE SPACE 25 IBM V ff 1 26 SPACE SPACE 27 28 SPACE SPACE 1 29 ! 30 ISPACE I ' 52 22019 - PER PHASE TOTAL VA 4290 2820 2640 ;._ - TOTAL CONNECTED VA 9750, VA TOTAL CONNECTED AMPS 271 AMPS 3xHIGHESTPHASE 128701 VA HIGHESTAMPS ! 36' AMPS I- I -- --- -- -- - -- --.. -- -- LOADTYPE - --- ; - __ I I *11 ST 10KVA+(>10KVA)12 L = !LIGHTING 0 X 1.25 = 0 �— 0 PIECES @1100% C = ICONTINUOUS 7950 X 1.25 = 9938 �- _ —* * 1 ST 1 OKVA+(>I OKVA)*0.4 OR NEC T220.84 j..... LM= (LARGEST MOTOR 0 XL25= 0 1 DWELLING UNITS DOWNSTREAM I. _. __..------------ ! M= REMAINING MOTORS 0 X1= 0 — -- — -- — N= I NON -CONTINUOUS 0 X1= 0 R IRECEPTACLE 1800 =1 1800 } K1K2/K3 = I KITCHEN EQUIP 0 ** = 0 - r — --- -- - -1 DU= IDWELLINGUNIIT 0 * = 0 - -- TOTAL CALCULATED LOAD (VA) =! 11738 TOTAL CALCULATED AMPS -� 33 LOC = LOCK ON BREAKER FIRE ALARM SYSTEM NOTES 1. THE FIRE ALARM SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS AND MUST MEET STATE AND LOCAL CODE REQUIREMENTS. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CODE REQUIRED DOCUMENTS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: A. A FLOOR PLAN WHICH INDICATESTHE USE OF ROOMS. B. LOCATIONS OF ALARM -INITIATING AND NOTIFICATION APPLIANCES. C. ALARM CONTROL AND TROUBLE SIGNALING EQUIPMENT. D. ANNUNCIATION E. POWER CONNECTION F. BATTERY CALCULATIONS G. CONDUCTORTYPEANDSIZES H. VOLTAGE DROP CALCULATIONS I. MANUFACTURES, MODEL NUMBERS AND LISTING INFORMATION FOR EQUIPMENT, DEVICES AND MATERIALS. J. DETAILS OF CEILING HEIGHT AND CONSTRUCTION K. THE INTERFACE OF FIFE SAFETY CONTROL FUNCTIONS. THESE DOCUMENTS MUST BE PREPARED BY A CERTIFIED FIRE ALARM DESIGNER AND MUST BE SUBMITTED TO THE LOCAL AUTHORITIES FOR REVIEW AND APPROVAL PRIOR TO ROUGH IN OF SYSTEM. 2. WIRING SHALL BE IN CONDUIT AND SHALL BE SIZED PER THE NATIONAL ELECTRICAL CODE. DO NOT RUN ANY OTHER WIRING IN THE SAME CONDUIT WITH ALARM WIRING. DO NOT RUN 120VAC WIRING WITH ALARM WIRING. ALL WIRE TO BE SHIELDED CABLE. ALLJUNCTION BOXES ASSOCIATED WITH THE FIRE ALARM SYSTEM SHALL BE SPRAY PAINTED "FIRE ENGINE" RED. 3. WIRE AND CABLE MUST BE RATED PER THE LATEST REVISION OF THE NATIONAL ELECTRICAL CODE SECTION 760. 4. CONFIRM ALL WIRING REQUIREMENTS WITH PROPOSED FIRE ALARM SUPPLIER PRIOR TO BID AND PROVIDE IN ACCORDANCE THEREWITH. WIRING REPRESENTS THE MINIMUM SIZE REQUIRED. WIRE SIZES SHALL BE INCREASED AS REQUIRED FOR VOLTAGE DROP. 5, WIRING SHALL BE CONTINUOUS FROM ONE DEVICE TO THE NEXT. SPLICING IS PROHIBITED. 6. THE TYPICAL WIRING DIAGRAM IS NOT INTENDED TO SHOW QUANTITIES OF DEVICES. REFER TO PLANS FOR EXACT QUANTITIES. 7. CONDUCTORS INCLUDING SHIELDS MUST TEST FREE OF OPENS, SHORTS AND GROUNDS BEFORE MAKING CONNECTIONS O THE FIRE ALARM CONTROL PANEL. 8. EACH FIRE ALARM PANEL REQUIRES A DEDICATED 120VAC CIRCUIT, RUN 3412 (INCLUDES THE GREEN GROUND WIRE) FROM A 20 AMP CIRCUIT BREAKER. PROVIDE A LOCK ON CLIP AND RED MARKING ON THE BREAKER. 9. SMOKE DETECTOR HEADS MUST BE INSTALLED FREE OF DUST OR ANY OTHER CONTAMINATION. SMOKE DETECTORS SHALL NOT BE MOUNTED WITHIN T-O" OF A SUPPLY OR RETURN AIR GRILLE. COORDINATE SMOKE DETECTOR LOCATIONS WITH MECHANICAL CONTRACTOR PRIOR TO INSTALLATION. 10. IN ROOMS REQUIRING SMOKE DETECTION, IF THERE IS NOT SMOOTH, FLAT CEILING, THEN DETECTION SHALL BE SPACED PER NFPA 72. IF THERE ARE BEAM DEPTHS LESS THAN 10%OF THE CEILING HEIGHT (OAXH), SMOOTH CEILING SPACES SHALL BE PERMITTED. IF THERE ARE BEAM DEPTHS EQUAL OR GREATER THAN 409/6 OF CEILING HEIGHT (0.4XH), SPOT SMOKE DETECTORS SHALL BE LOCATED ON THE CIEUNG IN EACH BEAM POCKET PER NFPA 72 2007, 5.7.3.2.4. 11. HORNS AND STROBES SHALL BE WIRED SEPARATELY FOR SYNCHRONOUS OPERATION. PROVIDE SYNCHRONIZATION MODULES AS REQUIRED TO COMPLY WITH CODE. 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 IS A DROP CEILING, THE REMOTE TEST STATIONS SHALL BE MOUNTED IN CEILING TILES BELOW THE DUCT DETECTORS. B. IF THERE IS A DROP CEILING, THE REMOTE TEST STATIONS SHALL BE LOCATED IN THE CEILING NEXT TO A MINIMUM OF 2'X4' OR TXT 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 AS CLOSE TO THE DEVICE AS POSSIBLE. 13. THE LOCATION OF DETECTORS IN AIR DUCT SYSTEMS SHALL BE PERMANENTLY AND CLEARLY IDENTIFIED AND RECORDED. 14. LOCATION OF FIRE ALARM REMOTE TEST STATIONS SHALL BE LAVELED PER LOCAL AUTHORITY REQUIREMENTS. TEST STATION LOCATIONS SHALL BE FIELD VERIFIED WITH LOCAL AUTHORITY PRIOR TO ROUGH -IN. 15. DUCT DETECTORS SHALL BE INSTALLED AND POSITIONED TO ALLOW EASY ACCESS FOR PERIODIC INSPECTION AND TESTING. 16. FURNISH AND INSTALL A KNOX BOX AS REQUIRED BY LOCAL FIRE DEPARTMENT. EXACT QUANTITIES AND LOCATIONS AS DETERMINED BY LOCAL AUTHORITY. KNOX BOX MANUFACTURER SHALL BE AS REQUIRED BY LOCALAUTHORITY. PROVIDE AN ADDRESSABLE MONITOR MODULE WHEN REQUIRED. 17. THE FIRE ALARM SUPPLIER SHALL PROVIDE A COPY OF THE PROGRAMMING CODES AND OPERATION MANUALS IN A SLEEVED BINDER ATTACHED TO THE FIRE ALARM CONTROL PANEL. 18. DEVICES TO BE FIELD TESTED WITH WRITTEN CERTIFICATION OF SYSTEM. PERFORM ALLTESTS 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 REQUIRED TO INITIATE REMOTE SUPERVISION. 20. PROVIDE AND INSTALL 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 AND INSTALL MANUAL STATION WHERE REQUIRED BY LOCAL AUTHORITIES TO MEET THE REQUIREMENTS OF NFPA 72 SECTION 3-8.1.21N ADDITIONAL TO THE DEVICES SHOWN ON THE PLANS. VERIFY WITH LOCAL AUTHORITY PRIOR TO BIDDING AND INDICATE COST IN BID PRICE. 22. DEVICES TO BE SIMPLEX GRINNEL. RECEIVED CITY OF TUK%VILA MAY 30 2019 PERMIT CENTER nklevkoil MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 L A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: Mechanical and Electrical Engineers 700 Rosedale Towers 1700 West Highway 36 Saint Paul, Minnesota 55113 (651)639-9606 FAX 639-9618 Project No. 86806 0 SEAL/SIGNATURE 20Iq STORE #: 047 PROJECT: ORPHE WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: ALH CHECKED BY: MTT ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/PERMIT/BID 05.23.2019 SHEET TITLE: ELECTRICAL SCHEDULES SEPARATE PEp,'&1T AND hu',Rt3VAL t {EGii1, i tED m LOCATION OF NAMEPLATE FOR SURFACE MOUNTED PANELS. FORE FLUSH -MOUNTED PANELS, INSTALL NAMEPLATE BEHIND DOOR. ENGRAVED LAMACOID, 5/32" LETTERS, SECURE TO PANELBOARD COVER WITH ADHESIVE TYPE FASTENER. 3" EQUIPMENT DESIGNATION NOTE: NAMEPLATES ARE REQUIRED ON ALL SWITCHBOARDS, DISTRIBUTION PANELS, PANELBOARDS, STARTERS, DISCONNECT SWITCHES, RELAYS AND JUNCTION BOXES GREATER THAN 411/16" SQUARE. ALSO PROVIDE NAMEPLATES ON BRANCH SWITCHES OF SWITCHBOARDS AND DISTRIBUTION PANELS. STANDARD COLORS: 1. NORMAL POWER- BLACK BACKGROUND, WHITE LETTERS 2. EMERGENCY POWER - RED BACKGROUND, WHITE LETTERING 3. IN ADDITION TO THE FUNCTION NAMEPLATE, PROVIDE NAMEPLATES IDENTIFYING ALL "MAIN SERVICE NAMEPLATE DISCONNECTS" - RED BACKGROUND- WHITE LETTERING NAMEPLATE DETAIL ONE i T,NOTES 1. CONTRACTOR SHALL VERIFYPOWER COMPANY REQUIREMENT PRIOR TO BIDDING AND INCLUDE THE COST OF ASSOCIATED LABOR, MATERIALS, CHARGES, ETC IN BID. 2. CONTRACTOR SHALL VERIFY AVAILABLE FAULT CURRENT WITH UTILITY COMPANY PRIOR TO BIDDING AND PROVIDE EQUIPMENT RATED ACCORDINGLY. SUBMIT FAULT CURRENT CALCULATIONS WITH SHOP DRAWINGS SUBMITTAL. 3. BUSSING SHALL BE COPPER. 4. PROVIDE FULL LENGTH VERTICAL BUSSING IN PANEL BOARDS. 5. PROVIDE FULL SIZE HORIZONTAL BUSSING IN SWITCHBOARDS. 6. CIRCUIT BREAKERS SHALL BE BOLT ON TYPE. 7. WALL MOUNTED EQUIPMENT SHALL BE MOUNTED ON 3/4" FIRE RATED BACKBOARD. 8. PROVIDE NAMEPLATES FOR ALL SWITCHBOARDS, DISTRIBUTION PANEL, PANEL BOARDS, STARTERS, DISCONNECT SWITCHES, RELAYS AND JUNCTION BOXES GREATER THAN 111/16" SQUARE. PROVIDE NAMEPLATE SWITCHES OF SWITCHBOARDS AND DISTRIBUTION PANELS. STANDARD COLORS AS AS FOLLOWS: NORMAL POWER- BLACK BACKGROUND, WHITE LETTER. EMERGENCY POWER - RED BACKGROUND - WHITE LETTERS. PROVIDE NAMEPLATES IDENTIFYING ALL MAIN SERVICE NAMEPLATE DISCONNECTS WITH RED BACKGROUND AND WHITE LETTERS. 9. COORDINATE SPACE WITH OTHER TRADES TO MAINTAIN CODE REQUIRED CLEARANCES. 10. REFER TO ELECTRICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 11. PROVIDE FINAL SETTING REQUIRED FOR ADJUSTABLE/ELECTRONIC TYPE CIRCUIT BREAKERS WITH LONGTIME, SHORT TIME, GF, INSTANTANEOUS, ETC. PROVIDE FINAL COORDINATION STUDY. 12. COMPLY WITH NEC ARTICLE 110.16 FOR LABELING PF PANELS FOR ARC FLASH HAZARD WARNING AS WELL AS FOLLOWING REQUIRED SAFETY PRECAUTIONS WHEN SERVING OR MAINTAIN ELECTRICAL EQUIPMENT. 13. HVAC CIRCUIT BREAKERS TO BE HACR TYPE WHERE REQUIRED BY EQUIPMENT NAMEPLATE PER NEC. 14. BALANCE PANELS AND ELECTRICAL EQUIPMENT TO +/-10% BETWEEN PHASES A/B, B/C, A/C REGARDLESS OF CIRCUITING INDICATED. 15. PROPER CLEARANCE MUST BE MAINTAINED ABOVE ELECTRICAL EQUIPMENT PER NEC. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT. 16. MAKE FINAL ELECTRICAL CONNECTIONS FOR A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM. 17. GROUNDING ELECTRODE SYSTEM CONDUCTORS SHALL BE COPPER. 18, CONDUCTORS SHALL BE COPPER UNLESS NOTED OTHERWISE. 19. FEEDER ROUTING IS DIAGRAMMATIC ONLY. ACTUAL ROUTING OF FEEDERS (OVERHEAD OR UNDERGROUND) IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ELECTRICAL ONE LINE DIAGRAM LEASE LINE LANDLORD AREA TENANT SPACE PROVIDE NEW JUNCTION BOX / PULL BOX IF ONE IS NOT ALREADY PROVIDED. TENANT ELECTRICAL CONTRACTOR TO PROVIDE NEW 2" CONDUIT WITH PULL STRING TO MORPHE TENANT STUB IN LOCATION AND PROVIDE NEW 200A EXISTING CONDUIT AND FEEDER FROM REMOVE EXISTING CONDUIT AND FEEDER - FOUR 113/0 CONDUCTORS & 1 LANDLORD SWITCHGEAR TO TENANT FEEDER FROM JUNCTION BOX/ #6GROUND TO LANDLORD SPACE TO REMAIN PULLBOX TO PANEL A. SWITCHGEAR. NEW 7-DAY, 24-HOUR, NEW FOUR #1, ONE #6 G IN J 4-CHANNEL DIGITAL TIME CLOCK. 11/2"C. / TORK #DZ5400BP. FOR STORE FRONT SIGNAGE, SHOW WINDOWS, AND STOREFRONT LIGHTS. P (a P L ( J RELOCATED TC RELOCATED RELOCATED 200A o / 0 p p 0 V q DISCONNECT AND REMOVE ALL PANELA PANELB PANEL CONDUIT& FEEDERS AND EQUIPMENT RENAMED RENAMED RENAMED EXCEPT FOR PANELS AND TO PANEL H TO PANEL A TO PANEL B EXISTING 200A CIRCUIT TRANSFORMERS. PANELS AND 200A MCB 125A MCB 225A MLO BREAKER IN SPACE OF TRANSFORMER TO BE RELOCATED. 480/277V 208/120V 208/120V LANDLORD SWITCHGEAR TO BE 3PH, 4W 3PH, 4W 3PH, 4W UTILIZED FOR NEW MORPHS 30 SPACE TENANT SPACE <y RELCOATED iG1 45 KVA XFMR q NEW 3 #4, 1 #8 G IN 1 1J4"C 480V:208/120V 3PH, 4W FINISH FLOOR / / / 1 EXISTING 480/277V, 3PH, 4W SWBDIA NEW FOUR #1, ONE #6 G IN 2000A 1 1/2"C LANDLORD'S SWITCHGEAR, NEW #6 GROUND TO LOCATED IN LANDLORD'S BUILDING STEEL PER NEC —_ ELECTRIC ROOM - RECEIVED CITY OF TUK%VILA MAY 30 2019 EXISTING BE BE ONE LINE DIAGRAM NEW MORPHS ONE LINE DIAGRAM 47 PERMIT CENTER btPAMATE MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: Mechanical and Electrical Engineers 700 Rosedale Towers 1700 West Highway 36 Saint Paul, Minnesota 55113 (651)639-9606 FAX 639-9618 Project No. 86806 SEAL/SIGNATURE T. of WAsy�Nc 4r Aar r ay 36363 �JA� aolti STORE #: 047 PROJECT: MORPHE WESTFIELD SOLITHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: ALH CHECKED BY: MTT ISSUES AND REVISIONS: 100%CHECKSET 05.16.2019 LL/PERMIT/BID 05.23.2019 SHEET TITLE: ELECTRICAL POWER RISER DIAGRAM PERMIT AND APPROVAL REQUIRED E4� \f 2015 Washin on Sam Ene Code Cart, is ceFormsfor Commergal @ullthn s{nakdk R2. R3, Rd Overt storl.s and a0 R1 Revan,-.12017 Ponied Tole: MORPHE-SOUTHCENTER loop 5/17/2019 The fdloMng h0on-Um Is necessary to check, Carroll appUcatian for campnanse won the II meat, mdtr, and electricalrequirtmmts In the pqa city ,n9 epadme (yas,na,ndj Code. Section Component Compliance Information required in Came document, Documents Notes LIGHTING CONTROLS" Yes C4052 Lighting controls; Foran lighting fatures kdnt ltghbg cantrN merved on plans E200, E300 general farspaces and lighting amem) served, n, xoepbon taken Lumilso, level Indicate plansall feades provldtl veto LLLC in Can of Me NO.2 fightm➢santrafs C405.2 lignamg-Weav, provide description ofoliturcl (LLLC) capabinles and erfamt p mrne[am Forpermanently scroll dl;E' gMu tl II gunk,,. NO C405:1 Lighting in awning asks Indicate llghtmgcontrol thd npl n f p and li9hhngzone{s)served, or demonstrate compliance with high efficac exwptlm C405.2.3 InmeIts m plans the method.[ n 1 lrghtingemtmf(what" Yes C9052.1.7 040522.2 Manual ccntrols comb) d wkh .coup, cy utoma0 I got tlo 6 , E20O,E300 C40s.zii WIua525 daylight responsive p aipin tan trN) k t of -I lose nu I control device and area arspecllo appficafiondse1. ManuelInland,light '"" m on plans which method 0manual 50%lighting load Yes C60522.2 C40523 reduction toils manage D tied a whether lentils doted via occ orb tl I l , posy sWe ntd E200, E300 ionfisch-oplan the method Ofoutomabe shulaff Career dung p lip a d (bcwp ry -m t tGr r E200,E300 Yes 0405.2.2 Method of automatic ".Wc,maml dl9k It swk ti)fa Il lfght g Intl ate locabonswhwa euromatle sburofilsprovitletl byamu _ ....... ,.... .._, methods(accomeWearsumordigitud tknereweaft)mwmch E200,.E300 time t h central maption applies Intll to DI tit Sp servetl:bY.,.ecupancysmsars' E2011 Yes C405.2.1 C405.2.1.1 Occupancy sensor controls Indicate bah mar onatomany 54 cpntr ham configumd to ba orserva,spot. engmle far. E200, E300 namus 1M.-bomad a h.n automahc 100%-on pe e O n Oecupancysmso' Indcate alslew"ys and p n. skwarahousespaces NA C405:2.1.2 rontrefs- provided with Candidacy cum"Central$ that reduce lighting warehouses povm by50%- Yes C405.22.t A' I'maticOr- twitch,debols Intl) at k . U f mad swachm on plans and the lighting an(,) named, Include areas. ft. E200, E300 Yes G405:2.8 Digital timer switch Intl t mitt Itl rswtch. trot lnpWd al on/aff,tk delay, audtiNeandvlsualand wtmn ofimpending ten -at EM0, E390 Inmste=ary a acemdaryddellght dayightame..I.an pia 1 Wtl 4 ft .___.._.__ C4052.4.2 Dayggnse"s- Ism tat pl gmtl N" htzone areas an Tans, includes &,: J } 16, C4052:43 Sidelight and topl ght For II orb I fenestration assembles (rough open ng less than 10 percent of primary Wight zone) where dayl ght responslvacontrtlsore not rout iced, provide fenestration area to dayhghtzme cafculation(s) Indicate on Ions lighting z rvedb daylight responsive p gh..._9 one(s)se. Y YI9h conhCl.... .......................... . .... ............... Ida tidy Itl Nght aadt pght daytidt zoo m r of provided with daylight. g tr Is and thepon(s) NA 0405.2.4 Daylight passive heapply; ..... .. ............. ... embok Intl) t PI tit Ilghb 91 tl d .d tM1 d- . .........__..._.....__ contl uous:dnnmmg,or,mpped dmrmng that provides at least two . b-mCO%10O%of ntedpower: "Mande matoayhght sensing conhols are 11Poed to completery shut oManem .on Ifgbts in Non llghtlngzone al controls- A"Ch...... Ideally spaces amilightkg fixtures on plans that require NA C4052.5 Spmhtcandmistian li htin aantrds speoK application lighting Cmtrofs per da,section Intll tie..ad pl 'he' disply ad Coal lighting, and d'Splay C405.2.5- De,pfay.M.0... t we pmtl [N Lmm bum general ccsa E200, E300 Yas Items.182 lighting htfing and other Intl llighting e g g applications wimp thesame apace: Indicate am dual and aunamadc Heading control memol E200, E300 _ Llgtiting Motorand Electncal, Pe'emlt Checklist Pg 4 LTG-CHK The fdlwbng kbmla6m Is necessary to check a Proul appllcatlm let cempnanee won the Ilghting, motor, and deetrt.al reellrepolas in Cho Applicability Location n Bu ding epartmen[ (yea,rro,I., Cotle SeMkn Component Compllanceinfomuties required In permit documents Documents Notes LIGHTING ALTERATIONS. More a 50%ofexistlng luminaires in ktedasp Ce(s) or parking garage are mplaced: kmcea compliance path (building or spaceby.spase method) InGutle all nawand ex sdngd Iamain luminaires In urnplane, fall(LTGINT-BLD or LTG NT-SPACE); indicate proposed lighting wffiage does not. Imedara.d parking exceed maximum allowed per camplema, path NA C5016 P.O. Ilghtmg .._.....__..._._.__.__.._.._. ..... _........_.___.._...�..._. .__....____. Wore akentlem Where <SnofexlMingmminalres or Interiorspacemn or pa ldnggarege are mpaced; Indicate total existing lighting :"tape In rah space pdorto attention; Include all M,i existing-t,hemdnluminaires. In LTGINT-SPACE fomf; Indicate proposedtdtallighting watage In almntfm area does not ceedtom) celsting lighting wattage pnorto attention Wnare a"%.of"hung e#edo,ligh ing wattage is replaced:. Include all -wand exlsfing4aremainluminaires in LTGEXT form; Indicate proposed total a#edor IighUng wadaga does not ceedmaximum allowed Where �50%Medson -mull On Ot gn gwa,Amoareplanclu Indicate local ezlstlng Ishtlngwattage priorto. a0entan; include tit C503.6 Wenor Ot`lca We. aftenllans all -wand n[Ong-tore in luminaires in LTGEXTfmm; Indian. proposed total Cxtenarll9hting wou age does not-. tINN..Is ing wa0age pdortoalteratian Where e- W hog Is formiledto setts nawktenor lumina nes Intenorkghtmgwdng and/ 1 ml Ire mrel sated too new Grcult Indicate - No C503.8 altentkne Ilghtkg ld eprovid provided applicable) -manual (C465 2.3) occupancysmsor (C405.2:1); noel ghl resRonsne (C4652.4) spmibc appOwbm (C4052.5), exk signs (C405 3) fxtenorlighfing N'he gi u 0 tiro ervanawe#enorlurnlnalres NA. C503.B wring altsnlms antltifn caneImatotlnw Copan: indarm exterior 1 retietl C2.7 Who. Ighb p paneli tall doh.I Coastal, pI is Ughtingpanel may tl(II y old d pro Wing); Indicate t lighting No C503.6 altentlons r.rea C Idetl (as appl cable)-samep -as wiring steratl,rmtans Worth Controls and manual light Institution Controls (C405.22) Where Interior spaca(s) Is recomAgured(parmarm dy nstalled Yes C503.6 litedorspace weRs or calacti-helght attentions): indicate lighting controls aro reconSgutadon. provlded I'as applicable) same pmvlslan. alghting panel afte floss Idendfymisbng luminaires being upgraded with bulb and l ar No C504.2 UshOngrepahs ballast replacement; Indicate fixture alteration does hotmasa. se sdngroom wattage. Identdy spaces on plan bah re the building area type. or space MI type Is being Changed fronton. type to another per Tables C40542(1)orl2). No C505./ Change of spaceuse indicatecempli.M. path (handling memspace-byspace. method);include all new and exlstNp-totem i heralmaires In comp) to.(LTGWTBLD or. LTGINTSPACE) indicate prepos.d lghf gwadaga does and exceed maximum allowed percampllancepath RECEPTACLES IdeMfijall cmtrobad and udn"Wed mceptaNes-electrical plan.In each space kwblen they are required; Include Controlled. meptael configuntfo h Is spacing b.tween ad-fled No G05.10 recWtaNe and b II tl d4pl tl ice Cc India le nil bah m the metli d t ro all hilt each controlled recephdezone Is by MCupant sensor or pro nmmable tint,-of--tlo ContrN 2015 Washington State' Energy CodeCom Manse Forms for Camdvars1 bu116nshchling R2. R3, R4over3atodes and an Rl Revised Nov 2017 Pro)eat Tittei MORPHE-SOLRHCENTER Date 5/17/2019 The fdlomag infermaum Is necessary m check,. permit appO Cder, for compnamm with the lighting, march, and electrical mdalmonarts In the plicatany LowOonH BUlking Usawbrom tyes,noma) Cape sapd.c Component Compliance Information required In permit documents Documents Notes C4052.5- HoteVmotel guaW d{wttmethod.fautomato..moot vacancy or captive key ",I NA Item 3 roans Ud l tall d l inI it owech d reteptzcl in West. - C405.2.5- Supplemental[ k I d t mom d dI Ubay of t h s ry NA.__...._ Item 4. lighting but fors ppl Man"' task lighting, Including under-she8ar ding a ode Alin tight g Iadi t plans an, his n -vsuallghting ap i,stions, Wd q.fl of eh lghfin 9 fool _ C4052:5- Llght'ng fo... n tll t plan,tit t Ilighting ControlledNA Item6 n coal aponabo d peldq.!. fr bINhg self lightin➢a ad other lighting aRPkwtlonsaMhk the same spade:l Indicate methodmanual Ilghtlng control and applicable automatic g tiese mnbol Indicate oft plan'mat lighting equipment for sat or Gghtmg eco m t demprableMn - C.Cloph.df dependently from both general NA Israel, or lighting and other lighting applicationsthe same name*5- Ite1n8 demonstration Ep _. .. _. Indicate era dof lllghb ➢ tr I dappll lanatkU hits Rtr 1 Itl ntdy plans egress fthaps that ficU hot "" E200 Yes C4M2.5- loan 10--faide lighting Pd d oaf 1Wab n. oaf flgrdn'Bo we danstyoitoial grass hghtng, E200 Htotal egres'�s lightln9 Posner densryis. greaterthan 0.02 Whq: ft., Insensate an plans egressfat qui g ,finsodiachat-off du g P Palo": mat Cate method at to an..shulaR o6nmal Indicate on ancient, lighting play andf# chedules are ut.madt➢gnu g contral methad,cmtml segd...... ad ' ery tl. IForbullrling facade and landscape ltghbng, radiant ul m do E.Mr.rlghung bon but off lighting fu Ml ftl wNtl sk dit d NA C405.2,7 controls P Ing to Ingh .. .. .. Farah othere# d igniting Inchoate tomaticc gghdng as, funcdle of avallable daylight; hewde wnWt sequence that .1.aduces lighdola polde, by 9least 30% between 12ambam, ar frond 1 hour star planing to [hour .battles cn g basedupon motionr Extenorbulltlng F bq k'n9gounds faurasgreater titn 100 watts, bombard on NA C4N.S.1 grounds light PI wnetherf cures have tffic ryg tit 801umens or controls at are <ontrolledbymotonsensm, rare. xemptlghbngper C405 5.2 Area Controls- IndicateI-Mo(Q afmastercm'd swnohnl) handed 1. CA05.2.5 Mastercontml pmbd multiple lndepmtlent camphes;circa&breaker may not E200 Yes (listed after swwn,nmt NRuk be..d as a master contral switch_ C40s.2.7) p6YfGfI�i° mp clrecas asnholfed by a singe svvi[char comma ' no bat aummatk Cmtrdrsloaded be and80% �0° ADDITIONAL EFFICIENCY PACKAGE OPTION ENHANCED DIGITAL LIGHTING CONTROLS T,courplyeAtPaddhn,l,ffioie,cypttageopdon,indle,teon plans all intmw6ghtrgg lado-that era mdMduailyadd..a.d NAC405.d Enhanced Cigil l d provided with CaMnuousd g enAl tat .......... .......... .... ..... _.... hghhngcanhds hgo ng power czicstahm ofpercenlemoved cropecan fi povrerlhallon requiredenhanced tl9oWpack 90%uredwm funetlms (min 90%locomply wlth atldklmaleficiencypackage g. option) L'ghting;`Motor, anihElectric`al Permit4Ghecklist P 5 ..,; LTG-CHK ' g The fdloMng InfiM ame Is nbeeea ry W check a Carton application fer compliance wgh the lighting. manor and decbiw! requirements In Its ofor mining eparmemday) :a CdeSeCmpo-nt empfiancenfnnatlonmgUketlhi mkdocuorlds DL.cab1 fs Notes MOTORS, TRANSFORMERS, ELECTRIC METERS, INTERIOR TRANSPORTATION Yes U05b Eled cat tanslco e s Include electrical trumdarner schetlulaCn elesmcal plans; Isobel. lnnsformer.1C..�elen : ce tlon taken Ed00, E40d NA CdOS.T Dvrelling aaa aftoo Inotcate on electrical plans haleach tl ling unit In Group R-2 .ad'. has. sep.r M.1,W.alsnergyom r Etecmcmotor IncNda Including frattbnal hp memo, ineleadde, Yes Cd05.8 dfidency _1 title moor schedule an elswiwl pales; Indicate no, rpm, rated efisfine , or..hot. applied E400, MOO Far luminafres In each elevator.Cab, provide calculated avenge efgwcy af.mbd,.d fumpasthat ihL.ms efficacy I. not less than 35 Wmens per wait; Indicate rated wom per con far elevator cab v.oulaInn fans do not exceed O33 walls Per eM1n; NA 0405AI Elevator cabs ticw contain de-energlza bunko and ,that ,engate nf,ns etO ventllatlon fans wfim elevatorls Moppetlantl unoccupied fora paled oils minutes m more Eswlatomand Indiwkeswlaton comptyxith ASME At£.71CSA 8a4; NA C405.g.2 mavingwalks au tomaticmumpsareed Me net reduce opera6onalapeetl to the minimum mriaea lhtennamuaa NA C405.9:3 RagenentNe drive Indlwm attune -way d.wn or ro erslble edowsmol are provided with a v....... eneyregenenth, drive DOCUMENTATION AND SYSTEM REQUIREMENTS TO SUPPORT COMMISSIONING (Cie) Indicate that an electrical systems (receptacles, bansfamlen, inotom..ar landhanctarl I tramp=..) for which the WSEC requoes cmtrol fvnMlo- and) orcanfigundmto Scopeof MecMeal p Ro ,peGU fu tl eW dt b ommissimed: NA C40B3 mran vvedlightlag - .. ._ ... _ .. Wit reroml bu ldonallghtl glad) 20 kW where now ... .... ........._ ..._....._ systems lighting load oft 1 k req inng daylight mg and I., apporkhanng ins "My corm 10 kW, Indicate that a0 automatic lighting stand systems are reWlred1. b' essmed ceprovida building Nghdeg powerwlculatkn de mseetkg aArgbUby for exoepbn; Indicate Cx reWlrementa laplam d peadcamens Wall a nespi-lecmcal and lightingcatral systems er C40B; Include general sumenarywnh at minimum items 1 thou 4lithe C405,13 Comm anar ng Cap! :per C408.1.2 Including: wmative desdnpon of C408.1.1 reoqulrements In aMmbresponmblkres dtheC t ,Glad le. ofaUlvlties NA G08.1.2 � suuidon rnelutlN veM afros of g project dose out documentation per C40B.1.4:2 documents Ct03.6 and adage, ofinterestptan(Kmquoad); C103.8 IncWde In general summary that a Cx project report ar Compliance Checklist (Fig.. NO8.14.2) shall. be completed by the Certified Cx Pmfessional add poe4d.d to ma owner prior it. theflat eleslra.; Instead., Functional Itlendfyln pits,. and Ipecif,111 nsthe Intended operation ofal1 NA C408,11 Paris- ce testing equipment and mntrolstluNng all modes of opentlon,lnclumng .roans Interfacing betweennewandexlsting.c .I lnsyatems PROJECT CLOSEOUT DOCUMENTATION Intllwle In. plans that pro}ecI Nose out doeumenmt orris. PmjeEtNose out requimtl Including WSEC lfgpt ngcompl4mmi ned-rd Yes C103.t1.3 d-hadeatim calculations that dowment.11menmand e#era' lighting area E500 onvorements and/orsudabetype,. lighting Power dewdrops and installed de aks' any quesuun, Prvvme exPtanauorl;. End of Lighting, Motor & Transformer Permit Documents Checklist Liytiting,;Motortarid=Electrtcal'PermitClieckllst Pg ,3 .. .{ -MAI,.. The fNlosin9 Information Is necessary to check a permit application for comptance with the ffghting. muter, and electrical requlrements in the Applicability Lobatbnm untling Department (yes,no,na} Code Section Component Cop ifomtatmn gamd in permit do is Dopaments Notes INTERIOR LIGHTING POWER & EFFICACY Ireland 111 lest a s k nghtl g fi Utschedule; Indicate f tore types.k np., begests, dman fade rs led its par moo tat Ida a ei(ftee f ngid g p pb s C405.4.1 Tmafm Cnedetl in sc a and mPIWn form Indicate the C ptl applied; E500. you 0405.4.2 Intedw Ught ng powe .ran ICe [harf q 1p t flgbl f lghd gp p- ---__-..._. , in TMpre ura wscheduleapd incompllence forms, Indicate me E500 Indicate thattxempt lighting equipment is 1, still W general am Rallied and Is sontrNled Independents Yes C4053 Wsigns Indicate lowtlm ofexit ]gas plans ad Ted-ft PC, E200, E300 fixture in lighting form. schedule (ma demon 5 waas par due) ffhlghaffbacyexceptbn is applied to perm tb Installed U8htomntlwMing fighling6#urtsis=flgunits, Indicate) lighting forum NAC4051 "offs -Imp " cY Ischandes Cheap, In teammatehigh efllstayp R404.1. Calculate percentage ffal with high. g aoylampsln preload (M75%b mordlywilin ephce). Interior 4 htin Power Calculation- Inrgeat, maternamad andintak Summng Area Cc pt t 9 I ad emPl f Pr p tlwalt 9 Per No C905A.2,i Method bulltl g a d Ct ce d matt mall tlY2tage par bulking area, (dent iapabons pfbuiunn a as on. laps Co pl t q 1 d"".p1hatc. foram - hotel ppo etl weal: Yes 0405.A.22 doe t eilled xl IlowedwaUag k MyI .ionso IS"fe"YS".. Method spa type an plans, l dud ng rend display._., ispl y ,lobbyart&. E500 be lNitlspiayareas;andcellinghelghi asappwble. ADDITIONAL EFFICIENCY PACKAGE OPTION -REDUCED INTERIOR LIGHTING POWER DENSITY To plywlm atldUia I ffde cy paCkageopU Reduced lighting dent strata n omplia C loans a ttct 1.-,diedlet nor U08'3 power tlansity Ilamina wzftoge is 25%I thantheletal m Mowed lighting -#age va:@mlmng Area Method or SMo"y-space Method Reduced lighting ForpojeM with#widn gunes to comply with. ddtl nal powertlens0y- afro cyp lags p Indicate 'n fighting fipschedule If 'ffi NA C4063 d-fli.1ficony untlamp lampsi Iman fin m h tyrat g060! nm per ffi`rery waU Calculate percentage offi# wnh lamps that havelfle ffi y t g(mk 95% to comply with option) EXTERIOR LIGHTING POWER & EFFICACY Include all luminaires in hghang fixure sohedule; Indicate fixture its per types; lamps, ballast,, and somehct opt . rated -is Mule; ftl. trYW nor applications ellgOsle farlighbng power Total connected NA CA0552 e#eriar ltghbng exemption n plans and in compliance forms; indicateexceptlo Paz aPPnad iIa ao Indicatetthatarld esextedwhtting; Celtics firen r dcs.-,-.Claimed Cal, each fixure.1grmudofI.m antler axcep6m wtagory NA Table. C4055.2(1) ExteeriorliI Inganne IndicatebUlldingextMer)ighdngzmeasdebnedbythe AHJ Extmnrbelding ForbuUdinggm..ds W..0 mtedatgreamrman100watts NA C605.5.1 grounds lighting that arc aampl)dirg based an efficacy, India..ham' lamp efficacy On lumens on watt In future sonetluie E#eriorlighting Complete. requtretl compllance fond- proposed watage for NA C405.5.2 pourer calculations" c#mor lfgh00g plus bass sAe allowed does not exceed maxrmuma®aw.w _...._. 0 Nev, Cm atruabOR :y portion - O Marren 0 Spapeswtiere <50%of O Spapeswhere a 50% If. 0 Spea s,v to a me Use 0 Standard 0 Additional EfficienayPark,ge Option C4O6.3 Reduced Moo, Ughbng To torridly w)h 04063, the Proposed (PD shah be 25% Aiwer than me. Targai LPA. LIUW ArtlEM bit Dispn Agwtbnce from LTG Ian-D1SPtAY°pret� P1'otaosed LiehfingWattaee"are' Lp alion lot.,#, ,Carl#) F'bduraDesoliat. Number of F1.111 Wahsl F"'nor a, Wade Proposed 20 OFFICE TYPE :1 1 20 RESTROOM TYPE 1 35 35'. 00 HAf1WAY TYPE) 4. 20 STUDIO TVPE A 6 42 252 :130 210 STUDIO TYPEC2 1. 130 STOCKROOM: TYPEK .5 35 Proposed Retail Display Lighting from LTGINT-DISPLAY Total Proposed Walla may net. ex-ofTotal Altered Watts fbe lotsiw tghtirg Total PrappsedWatts 4459 5186 Into "Lighting Power: Allowance COMPLIES Note1-GstaR unpue,porn lypesper Table C40542(2) lMI ocCwintlaepro 'SCdpe, SekCf space type Categoryframdrop-awn-»ten". Note 2-tratcate ceditg hegh! hV atbllmS andspareSWrAn+g the ceittng height adjUStmeM per Table C4054.2(2), F G Stec tl Ph. f, Node 3-Lsf aft Prof oseo' 4glfirrg Wales Coh"yl J exeriryN lghhng eTulpmaM: and 2%15flrgto{em3rn f+kfU'fls: Nofe 4 -For proposed FixfureDestrgstmn, lntlicale Nxlure type, tarsi Type (e.g: r4, number of lames 0low fixture, and: ballast type (A inc'N+ded). Far, track tioMlng,, list the tength ofUn, ItaOk(in feet) a,add9ron 1.the ll t-, lamp;: and ballasl information Note 5- For lahlg",ornerd pgithe for,,"," tionper C40541,'do exreptron number soot leave WeflsnAfure blank. Not" - EklMtlg{ommain hdares Mffbe nooucad In the PttlaosedI.lg Ing WalfageI.Wlemtha samemanrxY as new fixtures: hambry as ex sang in holtire desc,vian. Note7-Forprq!vsed Watfs/Fixforeader the Avidoere mason ior.installed Won, and ballast using mare facfiitera^ doer approved sm000 Far' tuminaire5 worth SCrewvn: fares, enter fAe manufatturer.'s listed maxirrwmira,lAwaftagavffJie frxfure f,+mf fhe tamp wattage). Fn' low. vcdage . 50 HgMirg, eMxthe wattage oflhe fran5lormer: For Ark voRage'frach2usway cystems, enferthe farger.W the ettactrd lumtnaire wel(am,: or waRs/A-at foot, v enter fhe watage fvm!Wpe-manent curmod Amkrng device. NIXeB 111, AIL LTO DisplayAibwal>ca u+ndepeldent 11one, Mad am Allowed' Ltaidfig Wehage. Enter 0lonposed lobby'. ary/exhibi dsplay fiklures in LTG-INT-DISPLAY rprm onyx. Note.9 -Calculation Area Details: C...Lgn(ug r (ive ins build 3 a,dddion may.cwnply ass staml none pro/ed,. dr they maybe combined wgh top o-ml exls s y bada,I,g: rrgMing syt atpt�ampn5fr�e mrr{obanCe Af to CW2. 1. o, Far aderatxute arxfbuiodgg apob.; provkm Spare Types and grossiryenw -a I, the Maximum AMawed Lighting Wattage India If a Wuildirg addley IeIR vri*astvmboddwfh the C,1-0ezisfag Wmlyrig l9hiM syslems, dnckdsdo apyaxabkexisting Spare Types -artdaps urror. .. MORPHS 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 A R C H 1'i T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: 1� t �. Mechanical and i, Electrical Engineers 700 Rosedale Towers 1700 West Highway 36 Saint Paul, Minnesota 55113 (651)639-9606 FAX 639-9618 Project No. 86806 SEAL/SIGNATURE STORE #: 047 PROJECT: WESTFIELD SOLITHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: ALH CHECKED BY: MIT ISSUES AND REVISIONS: 100%CHECKSET 05.16.2019 LL/PERMIT/BID 05.23,2019 RECEIVED SHEETTITLE: CITY OF TUKWILA LIGHTING MAY 30 2019 ENERGY FORMS PERMIT CENTER SEPARATE PERM11T AND APH OVAL REQUIRED Project Info ProjeatTitle: MORPHE-SOUTHCENTER Data 5/17/20i9 Compltance Appficafill Ion. 1'rovkfernnfaet lnbnnakon for ImAwdualuho can For Binding Department Use m+s m do not res oadm uidesabout core .fence formmfamathm rovided. p nq PI P CQmpoNa e: MORPHE•WESTFIELD SOUTNCENTER fewrear pawMM Compare Adtl ss: 637 SOUTHCENTER MALL; SUITE:1530 use. Instruction. land calcufal irectle Applicant Name: a e m1s. pmbckd. Applicant Probe: ApplicanLEmall: Project Description ® New Building QAddilm liaAleregon 13 No Lighting Scope Include PROJSUM firm fncludedin envelope forms earkbgok) bath fightshicomplience, forms. Interior Lighting System REPLACE ALL LIGHTING IN' SPACE WITH NEW LEE) LIGHTING Description. 13 Interior Ughting Plans Ihduded Interior Lighting Power 13 Buili ing Area Methdd ® space-by-spece method Allowance Method Selectmethod used +npioject. Interior Lighting Controls. laAll C405.2.1- C405.2.8. Lighting Controls 13 C405.2 Excepti on 5 U-maUe L..el Lighting Controls (LLLC) O Addit anal EfficiencyPackage 0pbat C406 4 Enhanced Digital Lighting To corripfywm -0406.4, no less than 90%of the btal m.1.iledlnbnor lighting pot^er shell cnmplywih required oonbols par.C406.4. Dwelling Unit: Interior FWmenenfiyiMtoltedinbriorlighUngfixtureS indmiling unftscomply WrIE No D-Ming Lighting OC405.2 thiu C4055 Commercial Lighting Centrals and LPA Units OC406,3 High Efficacy Lighting O R404.1 Resldarnal High Eficacy Lighting. Duelling unlf lighting Compiles with WSECResfdenbaf Provislonsin lieu of WSEC Commercialpmvislons. Exterior Lighting System NO EXTERIOR LIGHTING Description ® Exterior Ughting Plans Included Building Additions compliance Method ! hued, lighting Fdedarghlng Lighting. systems in addfiw area complylvith aliapplc9bie i -13 Rek, to Section0502.2,6 for additional requirements.. _provi lm5 esestand hew tonsw6 project I ..._. _ _. - . r_... . _ ._...._.._: LBhbng systemsln eddibonaemmbin dwtthiniefing 1 13 building lighting 5yst m5 to demonstrat ompllarme 0 Addid- Is comblead w/ih exkdng; For lrmaki'lighlngpmiects, includenew+exfsing-bo maininbdorlighfingfixtwe,effage In ProposeciLght erg Wetbge tMik is LTGJNT-BLD m LTG-INT-SPACE tam. Forextrlarllghlrigprojecfs, fnc/rdenew+ exising-fe+emalnerisnor Itghinglxtura w.gage in Proposed Tedebte end Proposed Non-TredabtefighfiM Wahage tables in LTG-EXTform. mminsfin"'age m50v.0clinaelfront or en ter nanatbrge, limitafp monentcunenthinibngdewee Note 6 -Total Retail Proposed Display Wafts Is aulemeficallyonbred Into me Proposed Forces, Wattage table in LTGINT-SPACE. Nob 9 -Retail dlspfayfghengpow.r all-c- fs the lesscroffhe Maximum RakilDiainkYAM.-i m OR Ns, Total Retail Proposed OkplayWans. Rebiidisplaya.ftageatloxanWiseubmalcallyenbredlnme MaxlmumAllowdLighing Wattegetabtem LTGINT-SPACE. Note 10 -Enter a unique folk for each lobby area in the project Mat hassepaebiy controlled aitexhibft displaylghing. Alobby tier free (Column A) end the gross interim sfof the lobby.- are are both required M. generate the maximum displayallousncc. Not 11-Lobbyan and exMbifdkplayamnage aloxarrce per Table C405.4.2(2), Foamob a = 0.6 WAF. Not 12 - Released display lighting btafs for each bbbyaren per Information entered Into Proposed Lobby Art0ispiayLighting Wattage table. Nob 13. Only separately co hroled draplayfixbre9 installed in lobbies for thepurpose oflghlighing art and exhibik, that ere Independent of general ems lighting maybe entered in this table. Net 14-L.bbyA&Exhlbl DisplayAllov.nce is aubmalcallyanumadf InLTGINT-SPACE. Project Title: MORPHE-SOUTHCENTER = Date 5/17/2019 Change of Space Use Existing Interior righting systems In Massurider-going a change in spaceuse are upgraded to "'Ply wltn LPAs for thenew space types per Tables C405.4.2(i) a C405.4.2(2). tdenfifyinterior spaces requiring LPD upgrade b Me current Code in Proposed Lighting Wattage table In LTGINT-BLD m LTGINT-SPACE farm. Interior and.. Exterior Ughting Power I Inuariallgibbing i P rklrlggarage Extedaligliing Lighting Alterations 13 13.__ _..._. 50%or morof ewsting me replacetl (0 J1 I Conbolefemenathatappfyhs the sncope Less than 50% ofcaNtin98rerepikeedj 13 I 13 13 - th roll D. %act l Project inctud s8 _..__.,_.. _._._._.. __ ,. _ - _ ....-_i. .__...__.. combination fspaee. Moreless than Lamp and/or ballast replacement miY I 13 0 50%mine elsfingftxbres arereplamd -existing total wattege not increased 1 In ore pa ,and50%amoreatthe es imam %ormgm Mpla d-7-tallghb'ngpoaerolnew+eXisUg-taoemainfiXi=sshallComplywo mo separateoedmgpolie provdencefti tin. ii LPA per Sections C40542 and C4055.2. Include new xkbng-biemaln Mumma In s far file Aw retrofit cometia FtopatedLighting We Gage table in L TGINT-BLD, LTGINT-SPACE, L TGEXT f,m. s.Sph undergoing q" floth fit sshaflnotexceed Lesslhad50%replacedxe mayecombedink, one mmpri-cmfterm.lo one of rstngpouelenft+ex%aring-Wiemain xkt lhetafalliad-g tabs, LTC-EXT*airt Bxtures fn the Proposed lghingpovaY oompffancefam. Mgmkgp.. inn TG.INTa13LD LTCludehevACEw Lighting Watfage7abkinLTG1NT-Blur, LTGlN75PACEattGEXTfam. 50%threshold applies 0 numberoflummaf-tier interim spaces and parking garages, aid blot Refor to Session 0503.6 her additional Inslalfedtteftag, for exkniaJumfnok- requirements: Lighting Controls Meriar9hting Parkin99arage Edanar lighting: Allalerabon fightlngconrd4 shalbe pommisclonedperC406.3, New wiring meteued to se added fixtures andslxtures relocated to 13 13 13 new ----(a) .. I_ .._._..._.__.. _ New m moatl Ighting panel 13 ;•. E3 Q Imarm space is reconfigured Ell Wminaires unchanged or relocated I Newwb fens - tear/t - F, inkdorlghb'ng, provda.requiredmenuatmnbols par C4052.3, -occupancysinaamcommlepa C405:21, dayiighfresponsim cont /spec C405.2.4 and application specificlighting contokper C4052.5. For extorter fighting, provide required confrolsPar C405.2.7. 0 No changes are being mad, ro Me.Mbnororextertor fightlng l aleorammeeptielef - Previdee all applicableliglrmir concofs as noted fir New Wiring and aulanatic systems Andezktfng space lm,slash conbol.Par C405.2.2. uaesand configuratlon are not Reconfigured hererlarspace -RCvideaft required lighting conbnfs that apply to a now Interim clanged. space. Apelca6'onspecif.fighting -it./ provkionsperC405.2.5 do not apply to reconfigured Interior Cls _la L trim aceu=b S ace LTG,INT DISPLAY p y`_ g g -Sp.. y. p Project Title: MORPHE-SOUTHCENTER Data 5/17/2019 G.riand Arms. In Lobbyism.,, enaddllonafw Isw a Jim. rca ispenefled for lghb'ngtnsfalled specicallybr the purpose o1 highlighfngartand exhibits. Only Lobby areas War efglbledisplaylighting may use this addftionalafinience. Proposed afsplayllghting foreach Lobbyarea may hotexceed this all—, Maximum Allowed Lobby ArVExhibit Display Lighting Wattage For Building Department Use Lobby Area NOTE is Lobby Description including (plan #&room#) Gross Interior Area in itr Minimum Display Wehs Allowed Per Area No?E11 Proposed,Display Lighting Total Per Areano Taal Lcbleywith Display Ares I Total Lobby Ad/Exhibit Display Alowano!"' t4� Proposed Lobby ArVExhibit.Display Lighting Wattage -- Taal Lobby ArVE�hflbr( Proposed Display Interior Lighting Power Allowance See footnotes on prexious page 201SWashimaten State .Ena Code Com Ilence FonnsforCommemral Buildingsincludln R2 R3, R4 over3 stories and ell R1Ravisetl Nov 2017 Project Title: MORPHE-SOUTHCENTER Date 5/17/2019 General No. -In Sakaareas, art Increase in lighNngpoiar 6110k- Frparnefred fir lighrrginstafled specificallyfa the pwposeof h)gmfghd'rgmemhardlse.Only Sakericas Illu@rinafedvin eligible For Building Department Use hndieddt la li lib' g ma t includedin the Gross Interior Are. undaea l,Retaifos ego .This lighting Porte 11W8noe i.s MaM Im-Retail DlsplayAlimeisa OR the TotalROfif- le-e Display Wells, ds miche I.ka,Proposedretaildispleyb'ghbngvsttage,thMaarmeds/hisellm^odemisappliedto general area lighting. Uaer Note Maximum Allowed Retail Display Lighting Wattage Location (plan#, roan #) Retail Sales Area TypeN0iE 1 Gross Interior Area in f? A➢reved Wafts Far f NpTE 2 Wells All -ad (wattstt[x area). NO - SALES Retail 3: Furniture, clothing, mernmes, artwork 2486 1.40 3480 Total Retail with Display Ate 2486 Total Watt 3480 Retail Display Lighting Base.Allmanc 500 Maximum Retail Display AA_oPITI 1 3980 Proposed Retail Display Lighting WattageN ' Retail Area Locetion(plan#, room#) Fixture DescrlptlerNOTE a. Numherof Fixtures a 'per Fbd-NOTEr welts Proposed Retail SALES TYPE 81 7 21 147 Retail SALES TYPEA 51 42 214.2 Retail SALES TYPEAI. 4 42 168 Retail 3 SALES TYPE P 26 42 1092 Retail SALES TYPE CI 7 130 910 Taal Retail Proposed Display WattsNOTea 4459 RETAIL DISPLAY WATTAGE ALLOWANCE -PER LPA Retail Display Power AJI-moil"" a 3930 Proposed Retail Display Lighting I Retail i 1 Retail z 1 Retail Retail Totals from LTG-INT-DISPLAY I 1 1 4459 Nob i - Sebctndefl sales arks fic n drop done menu. Onfyietaii sates areas that complywM C405.4.22.1 maybe entered in Ins. table. Nor, 2-Retaildieditylightingia— al/ov.nces paIC405.4.22./,.Equation 441. Note 3 -Unfit Message - Enter lighgnghxture inearmafion for thisreiatl Saks area in PropoeedUghifng Wattage table to generate Lighting Foam Allmance. Note 4-Marx ummtaldkplayxsttzge aIts.-ascakulatedpar C405.4.221.Equaii-4-11. Note 5 -0 fry wpomL-tywnbolkdmbil displayfarfums that are Independent agemeral area lighting per C405.42.2./ maybe entered b this fable. Note 6• For proposed picture Descnpllon,IfstALL proposed drepiaylkhingfixhrres. hathcale fixture type, lamp type (".. TS),menterof lamps in Me fixture, and ballasf type (l included). Forback bghbng, list the length of Me track (in fear In addition to the Irene, lamp, i ndbalastimbrmalon. Noe, 7 -Far Proposed Wafts,Fixtere enter the luminalreu.ftage fa- insfallacknin and ba/leaf using manWsclaer orotherapproved source. Fm tuminerkswlh saewin ramps; enter the manufacbrePs listed maximum Inputanalage of the fixture [not the lempt+etbge). For rw.,wano AnPNnn nnW IM uoaano Ntfu Mnnervmw Fri lino v+ih�.bar4A.,,cuov evebme anw. Mo rnrnsvM the nxn,-xwr t RECEIVED CITY OF TUKWiILA MAY 30 2019 PERMIT CENTER MORPHE 22 FOURTH STREET, 4TH FLOOR SAN FRANCISCO, CALIFORNIA 94103 r AR C H IT E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com CONSULTANTS: Mechanical and Electrical Engineers 700 Rosedale Towers 1700 West Highway 36 Saint Paul, Minnesota 55113 (651)639-9606 FAX 639-9618 Project No. 86806 SEAL/SIGNATURE 011 STORE #: 047 PROJECT: IRWAR0RPHE WESTFIELD SOUTHCENTER SPACE# 1530 637 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO.: M0047 DRAWN BY: ALH CHECKED BY: MTT ISSUES AND REVISIONS: 100% CHECKSET 05.16.2019 LL/PERMIT/BID 05.23.2019 SHEET TITLE: LIGHTING ENERGY FORMS SEPit, RATE P � 4TAND , J,J! RED