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Home My WebLink AboutPermit D19-0103 - HOLLISTER - DOWNSIZE STOREHOLLISTER 857 SOUTHCENTER MALL D19-0103 Parcel No: Address: ��^�»� ~�� Tukwila ~~�~� x�x " ��nxw�Una Department of Community Development 6]006uuthoenterBoulevard, Suite #10O Tukwila, Washington 9818D Phone: 206-431'3670 Inspection Request Line: 3O6'43D'9]S0 Web site: http://www.TukwilaWA.Rov DEVELOPMENT PERMIT 9202470010 8575OUTM[ENT[RMALL Project Name: HOLLISTER Permit Number: DI9-0103 Issue Date: 8/15/2019 Permit Expires On: 2/11/2020 Owner: Contact Person: Contractor: WESTFIELD PROPERTY TAX DEPT P0BOX l30940,[ARLSUN]MI, 92013 CANYON CONTRACTING CORP Address: 28215KYERD'VVASHOUGAL WA, 98671 License No: CANYOCC945PB Lender: Name: ''' Expiration Date; 5/18/2021 DESCRIPTION OF WORK: DOWNSIZING OF EXISTING HOLLISTER STORE. Project Valuation: g781,775I0 Type ofFire Protection: Sprinklers: YES Fire Alarm: Type ofConstruction: VB Electrical Service Provided by: TUKWILA Fees Collected: $11,955.45 Occupancy per IBC: M Water District: TUNm|Lx Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VVA[296-46D: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channe|izaton/StrpinQ: [urb[ut/Aucess/3idewa|k: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signa Volumes: Cut: O Fill: U Number: 0 Date: � ��_/�-/ �� / -» � |hearbycertify 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 compiled with, whether specified herein or not. The granting ofthis permit does not presume togive authority tnviolate orcancel the provisions ofany other state nrlocal laws regulating construction urthe performance ofwork. |amauthorized tosign and obtain this development permit and agree tothe conditions attached tothis permit. Signamre PrintName: (fzR^n-L5 W.,)F_/-.A5c (!:�l4^m�-�.4� Date: 5-1'5--\l This permit shall become null and void ifthe work isnot commenced within 18Odays for the date ofissuance, orif the work is suspended v/abandoned for aperiod of180days from the last inspection. PERMIT CONDITIONS; l: 'BUILDING PERMIT COmD[OONS~~* Z: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. ]: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: 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 to the Building Official in atimely manner. S: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall besubmitted totheBvi|dinOOMidai The final inspection report shall boprepared bythe approved special inspection agency and shall be submitted to the Building Official prior to and as a condition offinal inspection approval. 6` New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. AS[E7'Chapter 13. 7: Partition walls shall not betied toasuspended ceiling grid. All partitions greater than 6feet inheight shall belaterally braced tothe building structure. Such bracing shall beindependent ofany ceiling splay bracing. 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 9: 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. 10: 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. 11: 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. 12: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 13: 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. 14: 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). 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 16: 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. 17: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 18: 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) 19: 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) 20: Fire extinguishers require monthly and yearly inspections. They must have a tag or label 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 be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the 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) 21: 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 "All 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) 22: Maintain fire extinguisher coverage throughout. 23: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) ` 24: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle isengaged from inside the tenant space. (|FCChapter l0 ZS: Exit hardware and marking shall meet the requirements ofthe International Fire Code. (IF[Chapter 1U) 26: Door handles, pulls, latches, locks and other operatingdevicesondonrsequiedtobeaccessib|eby Chapter 11 of the International Building Code shall not require tight grasping, tight pinching ortwisting of the wrist tuoperate, (|F[ 1020.1.9.1) 27: Exits and exit access doors shall bemarked byanapproved exit sign readily visible from any direction of egress travel. Access toexits shall bpmarked 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. (|FC101l1) 28: Every exit sign and directional exit sign shall have plainly legible letters not less than 6inches (lE2mm)high with the principal strokes ofthe letters not less than O75 inch (l9lmm)wide. The word "EK|T"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 0.375inch (9.Smm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing inproportion totheir height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means isnrisnot energized. |fanarrow isprovided vspart nfthe exit sign, the construction shall besuch that the arrow direction cannot bereadily changed. (|F[10116.l) 29: Exit signs shall beilluminated atall times. Toensure continued illumination for aduration ofnot less than 9Ominutes incase ofprimary power loss, the sign illumination means shall beconnected toanemergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1013.6.3) ]O: 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 (1 lux) measured a�ong the path of egress atfloor level, Illumination levels shall be permitted tndecline to0.6foot-candle (6 lux) 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 I shall not be exceeded. (|F[10O83.5) 34: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall beextended, altered nraugmented asnecessary tomaintain and continue protection whenever the building isaltered, remodeled oradded to. Alterations tnfire protection systems shall bedone inaccordance with applicable standards. (|FC9Ol.4) 32: Sprinklers shall beinstalled under fixed obstructions over 4feet (12m)wide. (NFPAl3'8.6.S.33) 37: Maintain fire alarm system audible/visual notification. Addition/relocation ofwalls urpartitions may require relocation and/or addition ofaudible/visual notification devices. (City Ordinance #Z437) 31: All new sprinkler systems and all modifications toexisting sprinkler systems shall have fire department review and approval ofdrawings prior toinstallation nrmodification, New sprinkler systems and all modifications tosprinkler systems involving more than SOheads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior tosubmittal tuthe Tukwila Fire Prevention Bureau, Nnsprinkler work shall commence without approved drawings. (City Ordinance No. 24]6). 35: Afire alarm system isrequired for this project. The fire alarm system shall meet the requirements nf N.F.P.A. 72 and City Ordinance #2437. 3E: All new fire alarm systems urmodifications tnexisting systems shall have the written approval nfThe Tukwila Fire Prevention Bureau, Nowork shall commence until afire department permit has been obtained. (City Ordinance #2437)(|FC9Ol2) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 39: 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 exceed that set forth inTable No. 80lllofthe 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 #Z43Oand #2437) 42: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition orviolation, 43: These plans were reviewed byInspector 511. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(2D6)57544U7. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (IOG)438-9350 1700 8U|L0NGF|NAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 4046 S|'[P0XY/EXPCON[ 4042 S|-F|RERETARD COAT 0406 SUSPENDED CEILING CITY OF TUKiA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov 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 LOCATI(ltl Site Address: ' S il YUI4it Tenant Name: \\i 1i4 PROI'E Name: t \- tt. t Address: mo o n ort t_ _ _ o Cfra City: gi State: \ L Zip: cloccy) CONTACT P communication;, Name: ` :\wJ Address: nS . k. City: 0\kAc State: Zip: gqcig Phone:((1)tIu Fax: Ql(-(�q3 4z Email: LT] Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: King ColAssessor's Tax No.: Suite Number: \Li Floor: New Tenant: ❑ Yes f.. No Company Name: ANArAcb Ili Architect Nameuw(Am ed, , ,^tiv ,I Address: 3o E _ O.?�, cy City: NUM Phone: L*1, g p_sit' Email: State: o Zips (3 2 1 s- Fax: 14 i_ w (wady) 'cat r ere J,ji s EE] Company Name: Engineer Name: c Address:e (Y o h i.i[ 4_ City: 0 s State: d w Zip: s•- Phone: b � )2L1-37Ji Fax: P @ esc- me p. (ems, Name: Address: City: State: Zip: H:Wpplications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 Page 1 of 4 Blittasic4iiiMartr o 1144113eiiit1i*t Valuation of Project (contractor's bid price): $ 6 \ Describe the the scope of work (please provide detailed information): -cx`.ts\‘(N \\r.)\vk..tc: s,\_ore) Existing Building Valuation: $ Will there be new rack storage? Yes 0.. No If yes, a separate permit and plan submittal will be required. (621) Attached Type �f Occupancy per Dtached Garage CoveredDeck UcedDe 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 ofParking Stalls Provided: Standard: Will there be a change in use? 0 Yes FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinlders El Automatic Fire Alarm El None El Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If "yes attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Saf ty Data Sheets. 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. Compact: Handicap: No If "yes", explain: H: \ Applications \Forms -Applications On Line \2011 Applications \Permit Application Revised - 8-9-11.docx Revised: August 2011 Page 2 of 4 Scope of Work (please provide detailed information): kijx\svie d- �?C'tSi;� ` Ot \\\ k ` Ca11 before you. Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ... Valley View ❑ .. Renton ❑ ... Sewer Availability Provided 0 .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report 0 ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) 0 .. Maintenance Agreement(s) 0 ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑.. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 0 .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications'Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 Page 3 of 4 ONNO. 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). I HEREBY CERTIFY THAT I 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 AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0W R OR AUTH i RUED AGENT: Signature: , 41i�' .? Print Name: -erS Mailing Address: qs - )O Day Telephone: itt�rk l" Date: k 1t. -.(ate q. 34 l a Sta4 te Zip H:\ApplicationsW orms-Applications On Line\2011 Apptications\Permit Application Revised - 8-9-11.docx Revised: August 2011 Page 4 of 4 DESCRIPTIONS 1 ACCOUNT .. .._ QUANTITY I PAID PermitTRAK $15,604.49 D19-0103 Address: 857 SOUTHCENTER MALL Apn: 9202470010 $11,955.45 DEVELOPMENT $11,604.55 PERMIT FEE R000.322.100.00.00 0.00 $7,017.91 PLAN CHECK FEE R000.345.830.00.00 0.00 $4,561.64 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $350.90 TECHNOLOGY FEE R000.322.900.04.00 0.00 $350,90 EL19-0282 Address: 857 SOUTHCENTER MALL Apn: 9202470010 $2,153.75 ELECTRICAL $2,070.91 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $1,656.73 PLAN CHECK FEE R000.345.832.00.00 0.00 $414.18 TECHNOLOGY FEE $82.84 TECHNOLOGY FEE R000.322.900.04.00 0.00 $82.84 M19-0053 Address: 857 SOUTHCENTER MALL Apn: 9202470010 $1,302.89 MECHANICAL $1,252.78 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $969.07 PLAN CHECK FEE R000.322.102.00.00 0.00 $250.56 TECHNOLOGY FEE $50.11 TECHNOLOGY FEE R000.322.900.04.00 0.00 $50.11 PG19-0051 Address: 857 SOUTHCENTER MALL Apn: 9202470010 192.40 PLUMBING $185.00 PERMIT FEE R000.322.100.00.00 0.00 $113.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 PLAN CHECK FEE R000.322.103.00.00 0.00 $37.00 TECHNOLOGY FEE $7.40 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17306 R000.322.900.04.00 0.00 $7.40 $15,604.49 Date Paid: Tuesday, April 02, 2019 Paid By: PRECISION PERMIT SERVICES Pay Method: CHECK 16499 Printed: Tuesday, April 02, 2019 10:22 AM 1 of 1 YSTEM5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Project:kr- T of 1 spection: i ,�/,,�/ f7�► "L Address:( �' ! 4$ _o• t.�' 1 ! " Wv 1� Date Called: 25 Special Instructions: *Date Warted: 7 ifieep.m. a.rn. Requester: Phone No: proved per applicable codes. COMMENTS: Corrections required prior to approval. lnspecto late/! _g-2,e, 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 y. 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 Project: 1 Type of Inspection: Address: Date Called: Special lnstructi ns: Date Wanted: I J © a.rn. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: *Inspector: Date: REINSPECTIO 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 pi cl -0/03 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 Project:1MJ) Type of Ins peetd* nt A Address: 9Date Ca { ed: Special instructions: ��". Date Wanted:(-e- a.m. p.m. ' ( e t e j `Requester: Pion °: 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: � ,000;e) AG - Inspector: Date: REINSPECTIONFEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection. INSPECTION RECORD Retain a copy with permit INSPESi' NO. PERMIT NO. tw- cic.3 CITY OF TUKWILA BUILDING 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 DIVISION (206) 431-3670 Project: FlolIi l T e of lnsp �� 1 ,, , ... i� �V Address: 851 Sera ce4 iA t L Date Cared: Special Instructions: Date an d• { a,rri. Pan - Requester. Phone No: 23'27-727 3537 riApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: V6O -- 4-pieRothq) Acs /M<ACie) 47-6c.1- 4. at3 R.e:60.1, 5vs,p , f � f VVV inspector: Date: /45 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioo. 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 'Prr ject: 1��/++/ "RP Type of Inspection: Address: �-- Date Called. e357 Special Instructions: pate Wanted: Requester`: Phone Nc•, 7 7., Y �� Approved per applicable codes. Corrections required prior to approval. COMMENTS: nspec Date: l0 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cast 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 Project: _ a Type o nspection: Addre+s"s: Date Called: Speial instructions: [ _ / 1 Date Canted: ? 2-7 a.m. p.m. Requester: e'il Ph/7 - 745 3 S1 Approved per applica e codes. © Correction equired prior to approval. CO M ENTS: - •, , M�wYYSMM1.nN. wiw�w.Mk� .. _ •.MVMM.MMMM Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Calk 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 Project: tierw. i I 5 Address: Special Instructions: TypEf Inspeir n: Date Wanted a,m. p.m. Phone No72q. Approved per applicable codes. El Corrections required prior to approval. 44- 05 Inspecto Date: ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection MAYES TESTING ENGINEERS, INC. December 20, 2018 _ r Mr. William G. Carter, Jr. Abbot Studios Architects, LLC 130 East Chestnut Street, Suite 302 Columbus, OH 43215 Re: r Testing and Inspection Services Hollister Westfield Southcenter 280 Southcenter Mall #1410 Tukwilla WA Mayes Testing Engineers Proposal No. 18583T reffartCOMPANY _ _I CO:0._ C,.; LirA E Avt APR 2 5 2019 City of Tukwila BUILDING DIVISION - Sallie CON 20225 (Mar WIEN RoEd Sub 110 LfirlAcalWA93036 01425.7429360 faa4.25.745.1737 Tacoma Offize 10329S TacanaWay Sub E-2 Teuirs.WA98499 0125'4-5843720 ta253.584.3707 FtraniOilla) 79111E3W:dm Sule 190 Patrd, OR 97211 ph 503281.7515 tix9X3231.7579 Dear Mr. Carter, Mayes Testing Engineers has an excellent track record of successful projects which means you will have fewer demands on your time, reduced risk, and the likelihood of completing on or under budget. The attached cost estimate for the Hollister Westfield Southcenter is based on careful review of the plans dated 12-14-18. No construction schedule is available at this time. Once a schedule becomes available it would benefit Abbot Studios Architects, LLC to provide us the opportunity to review and revise this estimate based on updated schedule information. The inspection and testing scope of work includes: • Proprietary Anchor We understand periodic inspection of proprietary anchors are the only required inspections. Mayes Testing Engineers has been performing testing and inspection services in the Pacific Northwest since 1984. You will find we have the trust and respect of the City of Tukwila Community Development Department. We are fully certified and perform all tests in accordance with ASTM and IBC standards. With the largest staff of WABO registered inspectors in the State, we have ample capacity to staff this project with multi -licensed inspectors. Washington State Professional Engineers directly supervise all inspection activities. As an integral part of the project team, we work with our clients to provide realistic testing and inspection budgets. Our clients will only be invoiced for actual work performed. A four-hour minimum charge applies to all inspections and time will be charged portal-to-portal from our Tacoma office. A premium rate of 1.5 times the regular rate will be charged for all work outside of normal working hours or in excess of 8 hours per day and on Saturdays, Sundays and Legal Holidays. Payment is net 30 days from date on invoice. This proposal is valid for 90 days from the date of this letter. Final costs may vary up or down depending on the contractor's scheduling of the work. All services will be billed in accordance with the attached fee schedule. If you have any questions or if we may be of further assistance, please do not hesitate to call. If you find this proposal acceptable, please sign and return one copy to our office. We look forward to your favorable response. Respectfully Submitted, MAYES TESTING ENGINEERS, INC. Accepted By: Zail4 Printed Name: William Carter Title: Sr. Proj Architect Date: December 21, 2018 CillifIIZEI A Attachments: Cost Estimate and Fee Schedule "2017and General Conditions bl oi os APR 02 2019 PPVIRAZT fachrren 1 City of Tukwila Building Division Building Permit Number: Special Inspection and Testing Schedule Testing/Inspection Agency/Special Inspector: Mayes Testing Engineers, Inc Project Name: Hnl 1 j ct-pr Co_ , wegtfi pld Sont-hrpni-pr Mi11 Project Address: ?BOO Spu 1- hren pr Ma 1 1 , Spanp 1 4 4 0 , Tukwi a , WA 9 R1 RR REINFORCED CONCRETE, GUNITE, GROUT & MORTAR: Concrete Gunite Grout Mortar Aggregate Tests Reinforcing Tests Mix Designs Reinforcing Placements Batch Plant Inspection Inspect Placing Cast Samples Pick-up Samples Compression Tests PRECAST / PRESTRESSED CONCRETE: Concrete Gunite Grout Mortar Aggregate Tests Reinforcing Tests Tendon Tests Mix Designs Reinforcing Placements Insert Placement Concrete Batching Concrete Placement Installation Inspection Cast Samples Pick-up Samples Compression Tests 8 City of Tukwila Building Division STRUCTURAL STEEL / WELDING: Sample & Test (list specific members below) Shop Material Identification Welding Inspection [ I Shop [ ] Field Ultrasonic Inspection [ ] Shop [1 Field High -Strength Bolting Inspection [ ] Shop [ ] Field HA325 [ IA490 ]N [ lX [ IF Metal Deck Welding Inspection Reinforcing Steel Welding Metal Stud Welding Inspection Concrete Insert Welding Inspection MASONRY: Special Inspection Stresses Used Preliminary Acceptance Tents (Masonry Units, Wall Prisms) Subsequent Tests (Mortar, Grout, Field wall Prisms) Placement Inspection of Units Building Permit Number: FIREPROOFING: Placement Inspections Density Tests Thickness Tests Inspection Batching INSULATING CONCRETE: Sample & Test Placement Inspections Unit Weights FILL MATERIAL Acceptance Tests Placement Inspections Field Density STRUCTURAL WOOD: Shear Wall Nailing Inspection Inspection of Glu-lam Fab. Inspection of Truss Joist Fab. Sample and Test Components List all other additional of required inspections, conditions, tests, or special inspections here: Post anchors Spismir CPiling system Form completed by: William Carter w/ Title: Sr. Prol . Architect William E. Abbot -Architect Telephone No: 614-582-6006 Date: 12-17-18 9 City of Tukwila Building Division Building Permit Number: Special Inspection and Testing Schedule Testing/Inspection Agency/Special Inspector: Mayes Testing Engineers, Inc ProjectName: lin] 1 i star C'n_ , West f i al ci SrithrPni-pr Mal 1 Project Address: 2800 Sputheent ar Mal 1 , SparP 1440 Tulcwi 1 a , WA 981 FIR REINFORCED CONCRETE, GUNITE, GROUT & MORTAR: Concrete Gunite Grout Mortar Aggregate Tests Reinforcing Tests Mix Designs Reinforcing Placements Batch Plant Inspection Inspect Placing Cast Samples Pick-up Samples Compression Tests PRECAST / PRESTRESSED CONCRETE: Concrete Gunite Grout Mortar Aggregate Tests Reinforcing Tests Tendon Tests Mix Designs Reinforcing Placements Insert Placement Concrete Batching Concrete Placement Installation Inspection Cast Samples Pick-up Samples Compression Tests bvf' 0103 nEcEivEn CITY OF TUKWILA APR 02 20198 PERMIT CENTER City of Tukwila Building Division STRUCTURAL STEEL / WELDING: Sample & Test (list specific members below) Shop Material Identification Welding Inspection [ ] Shop [ ] Field Ultrasonic Inspection [ ] Shop [1 Field High -Strength Bolting inspection [1 Shop [ 1 Field [ [ A325 []A490 []N[]X[]F Metal Deck Welding Inspection Reinforcing Steel Welding Metal Stud Welding Inspection Concrete Insert Welding Inspection MASONRY: Special Inspection Stresses Used Preliminary Acceptance Tents (Masonry Units, Wall Prisms) Subsequent Tests (Mortar, Grout, Field wall Prisms) Placement Inspection of Units Building Permit Number: FIREPROOFING: Placement Inspections Density Tests Thickness Tests Inspection Batching INSULATING CONCRETE: Sample & Test Placement Inspections Unit Weights FILL MATERIAL Acceptance Tests Placement Inspections Field Density STRUCTURAL WOOD: Shear Wall Nailing Inspection Inspection of Glu-lam Fab. Inspection of Truss Joist Fab. Sample and Test Components List all other additional of required inspections, conditions, tests, or special inspections here: Post anchors Spismirl Cpiling system Form completed by: William Carter w/ William E. Abbot -Architect 614-582-6006 Telephone No: Title: Sr. Prol. Architect Date: 12-17-18 nECEIVE0 CITY OF TUKWILA APR 02 20?9 PERMIT CENTER PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0103 PROJECT NAME: HOLLISTER SITE ADDRESS: 857 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # DATE: 04/02/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: PlY4Cd Building Division qi1Di Public Works lin f1/4.M Fire Prevention Structural AiIt." lannin dvision Permit Coordinator 101 PRELIMINARY REVIEW: Not Applicable 7 (no approval/review required) REVIEWER'S INITIALS: DATE: DUE DATE: 05/02/19 DATE: 04/04/19 Structural Review Required APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Revie (ie: Zoning Issues) P1 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire El Ping LJ PW Staff Initizls: 12/18/2013 H ornEspanol Contaa Safety & Health Claims & Insurance 4:74:. Washington State Department of Labor & Industries [CANYON CONTRACTING CORP Owner or tradesperson Principals BROWNE, MICHELLE LEE, PRESIDENT BROWNE, MATTHEW DEREK, SECRETARY Doing business as CANYON CONTRACTING CORP WA UBI No. 602 654 687 'Search L&I A-Z IlidQx I 1\1\.1,&I Workplace Rights Trades & Licensing 2821 SKYE ROAD WASHOUGAL, WA 98671 360-837-2204 CLARK County Business type Corporation Certifications & Endorsements OMWBE Certifications Women Business Enterprise (WBE) Apprentice Trainfn,g Agent Not allowed to have apprentices. icense Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. CANYOCC945PB Effective — expiration 10/12/2006— 05/18/2021 Bond TRAVELERS CAS & SURETY CO $12,000.00 Bond account no. 104801509 Received by L&I Effective date 10/12/2006 10/06/2006 Expiration date Until Canceled Insurance Employers Mutual Casualty Co $1,000,000.00 Policy no. 4x45262 Received by L&I Effective date 11/07/2018 11/24/2018 Expiration date 11/24/2019 Help us improve Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against ti.e bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts a.e recorded for this contractor license during the previous 6 year period, but some debts may be recorded b other agencies. License Violations No license violatio.s during the previous 6 year period. Workers' ccmp Public Wor,.s Requirements Workplace Safety and health s Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve RESPONSIBILITY SCHEDULE HOLLISTER LITE#31620 OWNER/LANDLORD RESPONSIBILITY SCHEDULE FURNISHED I OWNER INSTALLED OWNER TERMINATED LANDLORD FURNISHED LANDLORD INSTALLED WA COMMENTS PLEASE NOTE: IF ITEM IS NOT LISTED IT IS GC RESPONSIBILITY FOR PROCUREMENT AND INSTALL PER THE CONSTRUCTION DOCUMENTS 1 GENERAL: A CONSTRUCTION BARRICADE X X G.C. TO COORDINATE INSTALLATION. B BARRICADE GRAPHICS X X OWNER'S VENDOR TO SUBMIT GRAPHICS TO LANDLORD FOR APPROVAL PRIOR TO MANUFACTURING C DEMOLITION ALL DEMOLITION BY G.C. U.N.O. D POLISHED CONCRETE FLOOR TOPPING X X ALL DEMOLITION BY G.C. U.N.O. E jTURNOVER AND FINAL CLEANING X G.C. RESPONSIBLE FOR DAILY+ PUNCH CLEANING 2 STOREFRONT SYSTEMS: A ENTRY DOORS & HARDWARE REFER TO DOOR SCHEDULE FOR RESPONSIBILITIES B ROLLING GRILLE X C STOREFRONT SIGNAGE, DECALS, BLADE SIGN X DOMESTIC ONLY X G.C. TO PROVIDE POWER AND BLOCKING D STOREFRONT METAL AND WINDOW SYSTEM X G.C. TO PROVIDE REVEAL CHANNEL+ GASKETS E STOREFRONT WINDOW GLAZING AND SIDELITE GLAZING G.C. SUPPLIED F GLASSCLIPS X G.C. TO PROVIDE REVEAL CHANNEL + GASKETS E WALK -OFF ENTRY MAT 1 X tEXTERIOR LOCATIONS ONLY. 3 SALES: A PRE -FINISHED CABINET CROWN X ALL BOOKCASE CROWN, CUTTING STOCK LENGTHS, INSTALLATION AND TOUCH-UP BY GC B PRE -FINISHED SHELVES,HARDWARE, STANDARDS X TOUCHUP BY GC. WHEN STAIRS OCCUR IN SALES AREA G.C. 70 SUPPLY CABINET TOP CAPS. C DOORS, FRAMES AND ACCOMPANYING HARDWARE REFER TO DOOR SCHEDULE FOR RESPONSIBILITIES D FITTING ROOM HOOK AND HANG BAR X F CASHWRAP, BACKWRAP, OMNI CABINETS & COUNTERTOPS X TOUCHUP BY GC G FURNITURE, FLOOR FIXTURES, RUGS, PROPS & FITTING ROOM BENCH x x SURFBOARDS, TABLES, CHAIRS, T-STANDS, WARDROBERS, FREESTANDING MIRRORS, F.R. BENCH ETC. (G.C. TO SECURE) H MARKETING TRACK AND HARDWARE X I SURFBOARD WALL STEEL TUBE UPRIGHTS, PEGS & SURFBOARDS x J PROMOTIONAL MARKETING (HANGING) X X K MARKETING BRACKETS, IMAGES & BARS X G.C. TO CUT METAL POLE TO CORRECT LENGTH IN FIELD L DENIM SIGN X CHAIN HANGING DENIM SIGN ''. M SUSPENDED ACOUSTIC LAY -IN CEILING TILE & GRID ASSEMBLY X SALES AREA ONLY WHERE REQUIRED ''.. N SALES SHELVES AND BOOKCASE CROWN X G.C. SUPPLIES ALL OTHER MILLWORK O CONCRETE FLOOR TOPPING X X G.C. SUPPLIES ALL OTHER MILLWORK 5 NON -SALES: A ROLLING & FIXED SHELVING, WALL SHELVING, HANGBARS, ROLLING RACK BUMPERS AND PROTECTIVE COVERS x B HARDWARE BIN & BAR BIN X C MANAGER'S WORKSTATION & CHAIR, PROCESSING & PREP DESKS X D FLOOR MOUNTED SAFE X X E EMPLOYEE LOCKERS X DELIVERED WITH STORE SUPPLIES F BULLETIN BOARDS X DELIVERED WITH STORE SUPPLIES --G-"DELIVERY DOOR VINYL IDENTITY SIGNAGE X ONE SIGN PER RECEIVING DOOR H MICROWAVE&REFRIGERATOR X 1 BREAK ROOM TABLE&CHAIRS X J HEALTH & SAFETY SIGNAGE X G.C. TO INSTALL SIGNAGE WITH PLASTIC ZIP TIES FURNISHED BY OWNER K EVACUATION PLAN & FRAMES X ONLY WHERE REQUIRED BY CODE L TOILEr ROOM ACCESSORIES REFER TO J/A11.00 FOR EQUIPMENT SCHEDULE M IEMPLOYEE LOCKER ROOM BENCH X ONLY WHERE REQUIRED BY CODE N IJANITORIAL ACCESSORIES X O DOORS, FRAMES AND ACCOMPANYING HARDWARE REFER TO DOOR SCHEDULE FOR RESPONSIBILITIES 6 POWER DISTRIBUTION: A MAIN DISCONNECTS X X EXISTING TO REMAIN B MAIN BREAKERS X X EXISTING TO REMAIN C MAIN SWITCHGEAR X X EXISTING TO REMAIN D CABLE FROM MAIN SWITCHGEAR TO MOP X X EXISTING TO REMAIN E SILVER BULLET PANEL X G.C. TO INSTALL F LIGHTING CONTACTORS & ENCLOSURE X G.C. TO INSTALL, FURNISHED BY OWNER 7 ELECTRICAL: A DELIVERY DOOR BELL BUZZER SYSTEM X B LUTRON SYSTEM, ENCLOSURE, AND COMMISSIONING X C ENERGY SUB METER X SEE E1.20 FOR DETAILS D HAND DRYER X GC PROVIDED FOR INTERNATIONAL STORES 8 TELECOMMUNICATIONS: A _BF TELECOMMUNICATIONS OUTLETS X X X TELECOMMUNICATIONS WIRING X X X C POINT OF SALE (POS) EQUIPMENT X X X D WIRELESSACCESSPOINTS(WAP) X X X E PEOPLE COUNTER EQUIPMENT X X X MOUNTING ENCLOSURES BY AND CONDUIT W! PULL STRINGS BY G.C. F IPEOPLE COUNTER WIRING X X X G TELECOMMUNICATIONS IT CABINET AND.EQUIPMENT X X X 9 IVIDEO WALL: A VDEO PANELS & LOCKING MECHANISM X X X 8 VIIDEO CABLES X X X C IVIDEO WALL EQUIPMENT WITH RACK X X X D BOLTS & ALL THREAD X X X ALL OTHER COMPONENTS OF UNISTRUT SUPPORT SYSTEM TO BE SUPPLIED & INSTALLED BY G.C. E COMMISSIONING & PROGRAMMING X X X 10 LIGHTING: A LIGHT FIXTURES, TRACK & ACCESSORIES X B LAMPS X C LAMP SLEEVES DOMESTIC 11 AUDIO: A AUDIO SYSTEM SPEAKERS X X X B AUDIO SPEAKER MOUNTING HARDWARE X X X G.C. TO SUPPLY & INSTALL BLOCKING. REFER TO LIE6.10 FOR SCOPE. C AUDIO SYSTEM RACK & EQUIPMENT X I X I 1EQUIPMENT INCLUDES VOLUME CONTROLS D AUDIO SYSTEM WIRING X I ISEE WIRE SPECS ON E4.00 F.C. TO PROVIDE WIRE 12 LOSS PREVENTION: A ELECTRONIC ARTICLE SURVEILLANCE EAS) CONTROL PANEL X X X B EAS POWER PACK X X X G.C. TO FURNISH AND INSTALL POWER C EAS ANTENNA X X X D EAS SPEAKER X X X G.C. TO PAINT HOUSING ADJECENT COLOR FOR SALES AREA E EAS WIRING X X X GC TO PROVIDE CABLE TRAY & CONDUIT. GC TO FURNISH & INSTALL POWER F CCTV SECURITY CAMERAS X X X G.C. TO FURNISH & INSTALL POWER G DVR X X X H CCTV MONITORS X X X I CCTV CAMERA CABLE X X X CAT 5e OR CAT 6 J BURGLAR ALARM SYSTEM (BAS) SECURITY PANEL X 1EXTERIOR LOCATIONS ONLY K BAS SECURITY KEYPAD I X 1EXTERIOR LOCATIONS ONLY L BAS SECURITY DOOR CONTACTORS X EXTERIOR LOCATIONS ONLY M BAS SECURITY MOTION DETECTOR X EXTERIOR LOCATIONS ONLY. G.C. TO PAINT HOUSING ADJECENT COLOR FOR SALES AREA. N BAS SECURITY WIRING X 1EXTERIOR LOCATIONS ONLY 13 FIRE PROTECTION: A SYSTEM TAP I X I I IG,C. TO VERIFY WITH LANDLORD PRIOR TO SUBMITTING BID 14 MECHANICAL A HVAC EQUIPMENT (RTUs, ACUs, ACCUs, VAVs,) X ALL NON-OSM HVAC ACCESSORIES BY G.C.. AIR CURTAINS AND EXHAUST FANS BY GC. B ENERGY MANAGEMENT SYSTEM (EMS) PANEL X X INSTALL PER APPROVED SHOP DRAWINGS. G.C. TO MOUNT EMS PANEL AND RUN CONDUIT FOR POWER AND LIGHTING CONTRACTOR COILS. REFER TO S/E1.20 AND S/E6.10 FOR ADDITIONAL DETAILS C EMS SENSORS X X X INSTALL PER APPROVED SHOP DRAWINGS D EMS CURRENT OPERATED SWITCH X X X INSTALL PER APPROVED SHOP DRAWINGS E EMS CONTROL CABLES X X X INSTALL PER APPROVED SHOP DRAWINGS G.C. TO FURNISH, INSTALL AND TERMINATE ALL HVAC EQUIPMENT (NON -EMS) CONTROL WIRE F EMS CONTROLS COMISSIONING X X X G.C. TO PROVIDE AIR AND WATER BALANCE PER SPEC BOOK 15 PLUMBING: NOTICE TO CONTRACTOR RETURN AIR PLENUM PROTECTION REQUIRED (This only applies to those spaces that share return air plenums) Before any mall Tenant space Improvements or alterations are to begin, where plenum ceilings are removed, altered or return air ceiling grills are open/exposed to construction dust contamination, a "plenum protection plan" shall be required to show procedures and methods for protecting ;and sealing the return air plenums of any contamination from construction dust and combustibles prior to and during construction work. No inspections shall be performed until mitigation procedures are made to protect any shared ceiling plenums. I EXPESITE: UPDATED ELECTRONIC FILES FOR THIS PROJECT CAN BE VIEWED OR DOWNLOADED FROM EXPESITE AT https://www.exposite.com. VENDORS AND CONTRACTORS MUST CALL ABERCROMBIE 4 FITC4 TO SET UP USER NAME AND PASSWORD. EMAIL PURCHASING CONTACT LISTED ON T1415 COVER SWEET. 1. G.G. TO PROVIDE AND INSTALL FIRE EXTINGUISHERS FOR STORE OPERATION AS REQUIRED BY FIRE DEPARTMENT INSPECTOR. AT A MINIMUM, INSTALL A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A PR 2-A/IOBC WITHIN 75' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING BY CONTRACTOR DURING CONSTRUCTION. 2. SPRINKLER SYSTEM TO BE APPROVED BY LOCAL AUTHORITIES. 3, A 36' CLEAR BUILD AISLE SHALL BE PROVIDED AND MAINTAINED THROUGH ROOMS TO EXIT DOORS, EXCEPT IN EXIT HALLWAYS WHERE 44" IS REQUIRED. IN CALIFORNIA ONLY A 44' CLEAR AISLE MUST BE PROVIDED AND MAINTAINED WHERE SERVING MERCHANDISE ON EACH SIDE AND AT EXIT HALLWAYS. 4. REPLACE ALL DAMAGED FIREPROOFING (IF APPLICABLE). 5. ENTRY DOORS TO BE CLOSED AND LOCKED AFTER BUSINESS HOURS. 6. ALL SECURITY DOOR AREAS TO BE PROVIDED WITH A KEY LOCKING DEVICE SO AS TO ENABLE DOOR TO BE LOCKED IN THE OPEN POSITION AND 50 LOCKED DURING BUSINESS HOJRS (WITH THE EXCEPTION OF T14E REAR SERVICE DOOR). (PER LOCAL BUILDING CODE REQUIREMENTS) 7. EMERGENCY LIGHTING SHALL BE PROVIDED WITH AN ILLUMINATION VALUE OF ONE FOOT-CANDLE AT FLOOR LEVEL, UNIFORM THROUGHOUT EGRESS PATH. 8. ONLY PANIC HARDWARE APPROVED AND LISTED BY THE STATE OR LOCAL FIRE MAR514ALL SHALL BE INSTALLED. 9. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING AREAS WITH AN OCCUPANT LOAD OF 50 OR MORE PEOPLE. 10. DOORS OPENING INTO ONE -HOUR FIRE -RESISTIVE CORRIDOR SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP FIRE ASSEMBLY HAVING A MIN. 20 MINUTE RATING. 11. EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND THE TWO LAMPS SMALL BE ENERGIZED FROM SEPARATE CIRCUITS. ILLUMINATION SHALL NORMALLY BE PROVIDED BY TWE PREMISES WIRING SYSTEM. IN TWE EVENT OF FAILURE OF T1415 SYSTEM, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM. EMERGENCY LIGHTING SHALL GIVE A VALUE OF ONE FOOT-CANDLE AT FLOOR LEVEL, UNIFORM THROUGHOUT EGRESS PATH. 12. FIRE DAMPERS OR ACCESS DOORS SHALL BE PROVIDED WHERE DUCTS PENETRATE FIRE -RATED WALLS OR CEILINGS AS REQUIRED PER LOCAL CODE 4 AUTHORITIES. 13. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL OR SPECIAL KNOWLEDGE OR EFFORT. 14. ALL DIMENSIONS ON PLANS ARE FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE. 1. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED AS REQUIRED AND BE VISIBLE FROM APPROACHING PEDESTRIAN WAYS. 2. ALL REQUIRED DOORWAYS SHALL BE V-0' x 0-8" (MINIMUM). 3. WAND ACTIVATED DOORS SMALL BE OPERABLE WITH SINGLE EFFORT TYPE HARDWARE WITHOUT REQUIRING THE ABILITY TO GRASP TWE OPENING HARDWARE. 4. HAND ACTIVATED DOOR OPENING HARDWARE SMALL BE CENTERED BETWEEN 34' MIN. AND 48' MAX. ABOVE THE FLOOR. S. EACH SIDE OF AN ENTRANCE SHALL BE LEVEL WITH AN AREA IN TWE DIRECTION OF TWE DOOR SWING OF AT LEAST 60' AND A LENGTH OPPOSITE THE DIRECTION OF TWE DOOR SWING OF 48' AS MEASURED AT RIGHT ANGLES TO THE PLANE OF TWE DOOR IN ITS CLOSED POSITION. 6. THRESHOLD AT DOORWAYS SMALL NOT EXCEED 1/2' IN HEIGHT. RAISED THRESHOLD AND FLOOR LEVEL CHANGES BETWEEN 1/4' AND 1/2' SMALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 7. MAX. EFFORT TO OPERATE INTERIOR DOORS SMALL NOT EXCEED 5 L55. WHEN FIRE DOORS ARE REQUIRED MAX. EFFORT MAY BE INCREASED TO MINIMUM RATING OF FIRE CODE. 8. FLOORS TO BE SLIP -RESISTANT, WITH A SLIP COEFFICIENT OF 6 OR HIGHER, ol. CENTER OF GRIP OF OPERATING HANDLE OR SWITCHES SHALL BE NOT LESS THAN V-O' NOR MORE THAN 4'-0' ABOVE THE FLOOR OR WORKING PLATFORM, 10. BOTTOM OF TWE MIRROR @ M.G. FITTING ROOMS SMALL BE LOCATED WITHIN 18' OF TWE FLOOR. 11. HEIGHT OF CLOTHING HOOKS SHALL NOT BE GREATER THAN 48' FROM THE FLOOR. 12, GRAB BARS, FASTENERS AND MOUNTING SUPPORT SMALL Be ABLE TO WITHSTAND 250 LBS. POINT LOAD BEARING SWEAR AND TORSION. 13. WATER CLOSET FLUSH VALVE SMALL BE LOCATED ON THE WIDE SIDE OF TOILET TWE FORCE REQUIRED TO ACTIVATE TWE FLUSH VALVE SHALL BE 5 LBS. 14. LAVATORIES ADJACENT TO WALL SMALL BE CENTERED 15' MIN. (IW IN CALIFORNIA) FROM SIDEWALL WITH RIM OF SINK NO WIGWER THAN 34'. FROM FINISH FLOOR. 15. FAUCET CONTROLS AND OPERATING MECHANISM (OPERABLE WITH ONE HAND) SHALL BE OF THE TYPE NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST AND AN OPERATING FORCE NOT EXCEEDING 5 LEIS. 16. SELF -CLOSING VALVES TO REMAIN OPEN FOR AT LEAST 10 SECONDS. 17. WATER COOLER SHALL CONFORM TO REQUIREMENTS OF TWE ADA 2010. 18. NOT WATER PIPES UNDER LAVATORY SHALL BE INSULATED PER PLUMBING SPECIFICATIONS. THERE SMALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORY. Iq. TOILET PAPER DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS THE DELIVERY OR TWAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. TWE OUTLET OF TWE DISPENSER SMALL NOT BE LOCATED BEHIND GRAB BARS. 111=16i • k • , '.., �. 1. NON -SALES ROOMS INCLUDE RESTROOM5, OFFICE AND STOCK AREA U.N.O. 2. SALES ROOMS INCLUDE GUYS SALES, GIRL'S SALES, FITTING ROOMS 3. ALL OWNER SUPPLIED MATERIALS (OSM) ARE FURNISHED TAILGATE DELIVERY ONLY. THE GC IS RESPONSIBLE TO UNPACKAGE, COUNT AND INSPECT FOR DAMAGE ALL OSM. THE GC SHALL TRANSPORT ALL OWNER -SUPPLIED MATERIALS FROM TWE POINT OF OFF-LOAD TO THE JOBSITE. MATERIALS WILL BE DELIVERED TO THE CL05EST AVAILABLE TRUCK DOCK OR OTHER LOCATION AS COORDINATED WITH AND DIRECTED BY TWE LANDLORD. REPORT DISCREPANCIES, DAMAGES OR MISSING ITEMS TO OWNER'S PROJECT MANAGER WITHIN 48 HOURS OF RECEIPT. MATERIAL OF QUESTIONABLE QUALITY IS NOT TO BE INSTALLED. OTHERWISE IT WILL BE REPLACED AT CONTRACTOR'S EXPENSE. G.C. 15 TO RECEIVE AND INSTALL ALL OWNER SUPPLIED MATERIALS, AS SHOWN IN DRAWINGS, DESCRIBED IN SPECIFICATIONS AND/OR AS DIRECTED BY OWNER'S PROJECT MANAGER. 4. TWE G.C. IS RESPONSIBLE FOR DAMAGE, LOSS, THEFT OR DESTRUCTION OF ALL OWNER -FURNISHED MATERIALS. THE CONTRACTOR WILL BE BACK -CHARGED THE FULL COST OF REPLACEMENT MATERIALS INCLUDING FREIGHT CHARGES. REVIEW SPECIFICATIONS FOR ADDITIONAL INFORMATION. S. G.G. TO COORDINATE THEIR INSTALLATION OF OWNER SUPPLIED MATERIALS DIRECTLY WITH OWNER'S VENDORS. THIS PERTAINS TO DELIVERY, SCHEDULE AND INSTALLATION. IM SUNRAY: 10:00 A.M. - 6t00 P.M. MONDAY - SATURDAY: 10,00 A.M. - 9,00 P.M. ARCHITECTURAL AO.00 TITLE SWEET AO.01 UL DETAILS 4 SPECIAL INSPECTION AO.30 DOOR 4 HARDWARE SCHEDULES AO.40 FINISH SCHEDULE ALOO BARRICADE / DEMO / EXISTING CONDITIONS PLAN AIJO FRAMING DETAILS A2.00 CONSTRUCTION 4 FINISH PLAN A3.00 REFLECTED CEILING PLAN All LIFE SAFETY PLAN A7.00 INTERIOR ELEVATIONS A7.01 INTERN ELEVATIONS A8.00 STOREFRONT PLAN, ELEVATION 4 DETAILS A8.20 STOREFRONT SECTIONS 4 DETAILS A8.25 STOREFRONT SECTIONS 4 DETAILS A8.40 VIDEO WALL DETAILS A9.00 TYPICAL SALES AREA JOINERY DETAILS Aq.05 TYPICAL DILLY CABINET DETAILS Aq.15 GILLY JOINERY DETAILS Aq.20 CONSTRUCTION DETAILS (FITTING ROOM) Aq.25 CONSTRUCTION DETAILS (GILLY FITTING ROOM) Aq.30 CONSTRUCTION DETAILS (CASH 4 BACK WRAP) Aq.35 CONSTRUCTION DETAILS (GILLY CASHWRAP) AILOO CONSTRUCTION DETAILS (NON -SALES) AIIJO CONSTRUCTION DETAILS (STOCKROOM) ELECTRICAL ELIO ELECTRICAL/LIGNTING SCHEDULES EI.20 ELECTRICAL PANEL BOARD SCHEDULE E1.30 DIMMING SCHEMATIC E2.00 POWER AND DATA PLAN E3.00 LIGHTING PLAN E4.00 AUDIO PLAN E4.20 ALERT TECW DETAILS E5.00 ASSET PROTECTION PLAN E6.00 ELECTRICAL DETAILS E6.10 ELECTRICAL DETAIL5 E7.00 ENERGY CODE FORMS E7.10 ENERGY CODE FORMS FIRE PROTECTION FP2.00 FIRE PROTECTION PLAN MECHANICAL MLOO MEC 4AINCAL SPECIFICATIONS M1.20 MECHANICAL SCHEDULES AND LOAD CALCS M2.00 MECHANICAL PLAN M6.00 MECHANICAL DETAILS PLUM51NG PLOO PLUMBING SPECIFICATIONS P2.00 PLUMBING PLAN AND DETAILS STRUCTURAL S2.00 STOREFRONT FRAMING PLAN 53.00 TYPICAL STRUCTURAL DETAILS 53.07 TYPICAL STRUCTURAL SECTIONS •� • ,' i' �' • ,� f i', LANDLORD COMMENTS 4 STORE TYPE: HOLLISTER Co LOCATION: SOUTHCENTER MALL LEVEL: 1 OF 2 BUILDING OCCUPANCY USE GROUP: M-MERCANTILE CONSTRUCTION CLASSIFICATION: IIB - FULLY SPRINKLERED APPLICABLE CODES: BUILDING: 2015 INTERNATIONAL BUILDING CODE W/ STATE AMENDS MECHANICAL: 2015 INTERNATIONAL MECHANICAL CODE W/ STATE AMENDS PLUMBING: 2015 UNIFORM PLUMBING CODE W/ STATE AMENDS ELECTRICALP7 ATIONAL ELECTRIC CODE W/ STATE AMENDS FIRE- 2015 INTERNATIONAL FIRE CODE FUEL GAS: 2015 INTERNATIONAL FUEL GAS CODE ENERGY: 2015 WASHINGTON STATE ENERGY CODE/ IECC ACCESSIBILITY: 2009 ICC/ANSI A117.1 ACCESSIBILITY REQUIREMENTS: ACCESSIBLE TO TWE PHYSICALLY HANDICAPPED IN ACCORDANCE WITH GUIDELINES AND THE AMERICAN DISABILITIES ACT - 2010 AND LOCAL CODES. OCCUPANT LOAD 5,527/60 = 92 SALES 2,000/300 = 7 NON -SALES q2 + 7 = q9 TOTAL MINIMUM PLUMBING FIXTURES WATER CLOSETS: 1 REQUIRED FOR EACH SEX LAVATORIES: 1 REQUIRED FOR EACH SEX URINALS: 0 POINT -OF -USE WATER COOLER: (1) WI/LO SHALL BE PROVIDED MOP/SERVICE SINK: (1) PROVIDED UNISEX LAVATORY: 0 FIRE PROTECTION: DEMISING WALL - 1 HOUR SALES / NON -SALES WALL - 0 HOUR SALES / NON -SALES DOOR - 0 HOUR CEILING - CLASS 'A' COLUMNS - 0 HOUR SERVICE CORRIDOR WALL 1 HOUR SERVICE CORRIDOR DOOR X MIN. SPRINKLERED: AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED SMOKE EVACUATION SYSTEM: N/A FLAME SPREAD REQUIREMENTS FOR GROUP 'M' SPRINKLERED EXIT ENCLOSURES AND EXIT PASSAGEWAYS: MIN. CLASS B CORRIDORS: MIN. CLASS C ROOMS AND ENCLOSED SPACES: MIN. CLASS C EGRESS REQUIREMENTS: (2) EXITS REQUIRED - (2) EXITS PROVIDED MAX. TRAVEL DISTANCE: 200' EGRESS WIDTH REQUIRED: 36" OR 44" NOTE: OCCUPANCY CLASSIFICATION FOR SPACE #1440 USE GROUP MERCANTILE, TYPE 115 (FULLY SPRINKLERED - PROTECTED) EXIT / EGRESS OCCUPANT LOAD - q9 LEVEL - 1 OF 2 ENTIRE SALES 4 NON -SALES AREA OF TWE STORE 15 TO RECEIVE AUTOMATIC FIRE SPRINKLER PROTECTION AS PER APPROVED FIRE PROTECTION PLANS. MALL DESIGNATED CONTRACTOR TO BE USED WHEN REQUIRED. USAGE HISTORY: RETAIL PROPOSED USE: "HOLLISTER CO." RETAIL SALES 15 TO BE USED EXCLUSIVELY FOR BOYS AND GIRLS APPAREL RETAIL SALES REQUIRED CONTRACTORS: (REFER TO TENANT CONSTRUCTION MANUAL FOR ADDITIONAL INFO) BARRICADE: BOSTON BARRICADE FIRE SPRINKLERS: CROWN FIRE PROTECTION P14:425-481-766q LIFE SAFETY: GUARDIAN SECURITY PW: 206-34q-5714 ROOFING: COMMERCIAL INDUSTRIAL ROOFING PH: 425-423--Og00 STRUCTURAL ENGINEER: HARBOR CONSULTING ENGINEERS PH: 206-70q-2397 WASTE MANAGEMENT: KETER ENVIRONMENTAL SERVICES PW: 866-679-5079 PILE COPlfi Permit No. �2 O�O Plan review approval Is subject to errors and omissions Approval of construction documents does nor authorize the violation of any adopted code Or Ordinance Receipt of approved Feld Copy and condi"ons Is ac"nowledged: By, C_61R.tS T.7ELc &AL Date: '2, V5 - Iy Crtv of Turc BUILDING DIVISION HOLLISTER TENANT 14OLLISTER Co. 6301 FITCH PATH NEW ALBANY, OHIO 43054 (614) 283-6500 TENANT'S REPRESENTATIVES DESIGNER CLAIRE HUNTER #(614) 283-66g4 E-MAIL: CLAIRE-HUNTER@ANFCORP.COM PROJECT MANAGER OLEG POKWNA #(614) 283-6362 E-MAIL: OLEG_POKHNA@ANFCORP.COM PURCHASING EMAIL: PROCUREMENT-CAPITALPROJECTS@ANFCORP.COM DEVELOPER UNIBAI L-RODAMCO-WESTFIELD 4gO5 OLD ORCHARD CENTER, SUITE 060 SKOKIE, IL 60077 PHONE: (847) 779-4832 TENANT COORDINATOR MALL OPERATIONS EMILY YEE ANDY THOMPSON PHONE: (847) 779-4832 PHONE: (206) 246-0423 E-MAIL: EMILY.YEE@URW.COM E-MAIL: CONSULTANTS ANTHOMPSON@WESTFIELD.COM ARCHITECT OF RECORD WILLIAM E. ABBOT, ARCHITECT 130 E. CHESTNUT ST., SUITE 302 COLUMBUS, OH 43215 PHONE: (614) 484-51g1 FAX: (614) 461-1107 PROJECT MANAGER: DON SCHUMACHER E-MAIL: DSCHUMACHER@ABBOTSTUDIOS.COM MEP ENGINEER OF RECORD STRUCTURAL ENGINEERING SUPPORT SERVICES PAUL J. FORD 6 COMPANY 130 E. CHESTNUT ST., SUITE 303 250 EAST BROAD STREET, COLUMBUS, ON 43215 SUITE 600 PHONE: (614) 224-3331 COLUMBUS, OH 43215 PROJECT MANAGER: JIM WOGLE PHONE: (614) 221-667q EMAIL: JHOGLE@ESS-MEP.COM CONTACT: STEVE BOOTH EMAIL: SBOOTH@PJFWEB.COM AREA R, CALCULATIONS GROSS AREA - 7, 527 SO.FT, SALES AREA - 51527 SQ, FT. NON SALES AREA - 2 J 000 SQ. FT. LINEAR FEET OF STOREFRONT - (oil-011 L.F. THIS SET IS INCLUSIVE OF ALL MASTER UPDATES THROUGH: RFI* EXCLUDING RFI #: XX, XX, XX 0000 MASTER SET DATE: 03 2017 BUILDING REVIEW COMMENTS ( BID ISSUE DATE{-_ E : J 12-14-18 I SPECIAL INSPECTION: P ,n MAYES TESTING ENGINEERS, INC. 20225 CEDAR GALLEY RD, #I10 LYNNWOOD, WA g8036 (425) 742-9360 SEPARATE PERMIT RE UIRED FOR: Mechanical Electrical Plumbing LEI Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope Of work without prior approval of the Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review. APR 25 2k City of Tukwila BUILDING DIVISION REVISIONS Q INDICATES REVISION TO SWEET ON DRAWING INDEX REV. NO. I DATE I COMMENTS .,�,.�..,. REVISION DIRECTIVE KEY 6$7 R> 6STERCo ARCHITECT B.D. - BUILDING DEPT. DIRECTIVE , T.D. - TENANT DIRECTIVE WIWAMEDWARDABBOT G.C. - CONTRACTOR DIRECTIVE STATEOFWASHINGTON L.D. - LANDLORD DIRECTIVE Plot dote: 22 March 2019 DESIGN N0. �4�J CRACOMIT INC —grambSmd20TM joiidsanopposite sidesofstuds need not bestaggered or backed byarelframing.Horuuntaljoins onthe samaside need not bestaggered What applied horizontally, both layers ofgypsum board o x v o foamed to each side of immingwdth I is long Type S steel screws spaced in OC and staggered in OC between layers. When applied vertically, both layers ofgypsmn board fastened to each U ¢ o irs sideeffrnmiagwith1islongTypeSsmelaaewsspaced8in.00almgvetBCa(edgaand12isOCmtheGeldmBBaed4isOCbelwzmlayers.Screaysspaadamaz12isalongthetapand 0 Co FEBRUARYIs,2014 bottom edgesofdaewall r NonbaringWWl Rating-11iR. 3. Bat and Blavkeis*—(Optional)—Mineral woolmglassfber6atts partially at wmpletelyfillingsmd Cavity. NATIONALCYPSUM CO—T)pePSW � � x N * Indkatnsuch products shaBbear WetJLorcULCertifcatims Mark for NimberingWaIjRatinictiomempPoyiugthe ULorcULCer catbn(such asCevada},respttfieely. San nken'(pnknal)-2)uiegwolfor names sfiberarsifipdcompavies. 4P. Gypsum Board- — As NATIONALGYPSUMCanaTyToemltem4.Fmusew.t6ltem3E,BathendBlavk¢ts*—SBin.tldck,4Bwid¢,insalledasdescribedinitem4. _ U 3AFiber,Sprayed*— Assn Channels 8atmendBlenketr(Item3)—(100°IBomteFormuh6on)—Spmyappliedcellulose material. ThefiberisappGedwiihwater tocompletely fill the UNITED STATES GYPSUbiCO—Types ULIX Z� n ^ enclosed Cavity inaccordance with thaapplirafion instructions supplied wifhthe productwif6anominal dry density of2.716(ft?. Alternate ApplieeAenMel6od:The fiber is appliedwidmdwata or m adhesive atanominaldry densityo3,5HU,maccordance wihtbeoppliratfmntisvuwrfimnasuppliedwi0theproduel Us GR ERLL C-43733 BS745 h wetor dryapplication, LD a and IN57701D areto be owed fordryapplicationonly 3 w 36.Fiber,Spray*—AsaoaltanatefoBaOsandBlenkefs(Itero3)and[tem3A—Spmyapplied¢elluloseinsuladonmatetiaLl'hefib¢risappliedvrithwzrertoivtedoraurfacesinaccordante 4Q. Gypsum Boud* — 314 in. thick 4 ft wide, attached to steel studs and floor and aling track as described Item 4 widi screw too increased to ink I- 118 in Z with the application instructions supplied with the ptoductApphedto Completely fill the enclosed Cavity, Minimum dry density of4.3 pounds pm cubic it PABCO BUILDASC PRODUCES LL C, DBA PABCOCYPSUht—TypePG•D NU•\YOOLCOINC— Cellulose Insulation 5. Joint Espousal Comp rm d—Vinyl, dryorpremizedjoim compound, applied tutwo coats tojoinh and saewheads; paper tag 2 in. wide, embedded infest layerof compound overalljoints. As an 3C.filer, Sprayed*—AsanshomeaCk Batts and Blankets from 3)—SpmyappliedaRvlasefiber.ThefibahappliedwiWwetertocompletelyfihthe enclosedavityinacwrdanwwiththe almmate, nominal 3132in. thickgIasumveneaplastamay beappliedtothemine smfeceof0assifiedvaeabasemand7oinhminforced.Papatagandjointcompound maybe omittedvrkevgypsum applimfionh5hucdmsupplied with dtepmdud Themioimem dry density shall be4.30 flu B3. boardsmesuppliedwith square edges. 2 n INTERNATIONALCELLULOSE CORP—CethaIh S Resident Chaovd—(Op6ovol—Not Shown)-2S MSGbepacedv¢rtially maz24 in.00, Bangepordonattached to each imersectingstudwith 12 is longtypeS•2pn 3D.Batts —Formewith had seelsaews.Maynotbeused willows 4Fa47 61 Steel Framing M1tembers* —(Not Shown) — As an ahemate to Item 6, furring ekannels and Steel Framing Members as described below: SeeBeBs andiganketr (BZIZ) ategory•fanames of manufacturers. LFloor and CeRingRmutn— otShmm)—CamdahaPedumen,3-S/SmdeoA(min),I-Il4lnlegs,fomedfrommmNo,2SMSGgayse4ahachedlofloorandceilin8 with histories , a YniagC6avnes—Formed ofNo.2SMSGgelvstel.2-9116iaorG23f2nwideby718iadeep, epaced24nACpapendculmtosN�.Channetsecmedto 3E.Rathmllhodmh_Far use wilen.Placedinstuavaanymn- ,cgassetmameangheassamMmgastoSmacBmogCmeterstrs smdamotescribednitemb, Ends ofadj000gchannelsare overlapped 6ianodded logetherwithdoublestmvdofNo.ISSWGgalvsmelwdrenwmchmdofovelap.Asap spaced 24 in OCmax and+orF'veRaisana, alternate, ends of adjoining channels maybe overlapped bind and seemed togethermthtwoself4eppiogNe.66amiogsaews,min 7116 in. bngattlremidpoiot of the overlap, with IA, Framing M1femben*—FloorzadCeBiogRmoen—(NotShown)—Asmaltematetofront l—Chamm(shapedmin3-S/bin.deep,attachedmflootand ceilingwidafasmnem24inOC.max See Bath avd�ank¢Is(BKNVorBZ1Z)CategotiesfornamesofClassifiedwmpaoies. onesazwooac6flange oftbec6anvel. ALLSTEEL&GYPSUMPRODUCTSINC—TypeSUPREMEFrmingS}atem 4.Gypsum Bmrd*—SISm.thick,4Bwide,aaachedtasteel smdsandfiooravdceiling hackwi0lialong, TypeSsteel screws spaced8in. GC. alongedgesofbomdaudl2in.00inthefieldofthe h FramivgMemben*—Used toattachfmringchannels ptema)fostuds (it¢m2). Clips spaceddBin. OC.,evdaecmedtosmdswif6l-SI8in.waferorhexhadTypeS CON30[,IDATEDFABRICATOASCORP,Bli17,DINCPRODUCFSDIV—Type SUPREhtEFmming3ystem bomdloinhorieotedveNallyaodsmggmedonopposilesidesofrheassembly. When aiteekedtoItems b(resiliemchannels)or6A,6Bm6C(futringchannels),gypsmnboard issaewattachedmfmring stcelsaewthroughthecentergrommetFurring chann¢IsazeBimionfittedintoclips. RS[Gycfipfmuse wii62.9II6iawidefmringchannels.RSIG1(2.15)clipforusewitlr channels with t ilkils a dfla steel screws spaced I2 is OC. 2-23132 ro, n each tdng ehameh. QUAH,RUNBUtLDiNGMATENAtSINC—TypeSUPREkfEFrammgSystem PACiNTERNATIONALLLC—T RS[C-I,RSIC-12 ACADWDRYWALL SUPPLIES LTD—TypeX,518Type$TypeBloeglassEMeriorSheathmg YAa (�1 b7 SCAFCOSTEELSTUDMANttFACPURlNCCO—Type3t7PREhdEArnraingSystem 6B.Fnmm Members*— otShown 0 nonalononaorbofhsides Asmahematclolmmb,tumn channel andSmelFramm Mem6emasdescdbedbelow: AMERICANCYPSUMCO—Types AG-C,AGX•t,M•GIms,LightRac g (K )—(p� )— & g STEELCONSTRUCITONSYSTEMSINC—Type SUPREbiEFramiog3ystem $EIJINCNEW BUILDING MATERIALS PUBLIC LTDCO—Type DBX-I a Furrn Chmvels—FottedofNo.2SM3G8vst¢eL2-318n.wideb 718indCoP�Nacedroax24ia0C atmdiwlarlostd.C6melssaemsmdsas UNtTEDAfETALPRODUCfSINC—TypeSUPREMEFramingSystem desmbedinitemb.Gypsmnbatdahachedtofurtingchannelsasdmcribedinitem4. CGCINC—Trpa AR, C, W-AR,1P-Xl, IP-X2, WGAR, SCX, SEIX,llSGX, WRC orWRX(Jointtapeand wmpound,Item 5, optionalforusewilhTypeUSGX) IS. FramivgMemben*—Flovrand Cei6ng8uvnen—Not Shown—InlieuoFltemJ—Porusewithltum26,propnelarychanuelshapedmnnem,l-II4in.widvbymin3-Sl8indeepfabriated b. Steel FraminghlembeW—Usailm attach Mng channels from 611i) to am& Hem 2). Clips spored m 48 its 0C.GEMECIJPS smarmidto studs with frommm OA20in, thidgalvstcel,aRachmimfloorand alingwilh fasteners spaced 24m.Centex. CERTAINTEED GYPSUMINC—Types 1, EGRG, GWRoc TypeX, TypeXd, TypeC, 518'Easi-LiteTy?zX Easi-LiteTypeX-2 No, 8 z I -la is minimum self-ddlfing, S-12 steel smwilvough theranterground Flaring Charisma friction6tted-into dips. CALtFORININEANDEDMALPRODUCTS C0—Viper20TMaTrnck CONTINENTAL BW,DINGPRODUCTTSOPERATING CO, LLC—TypesLGFC2A,LGFCbA,LGPMA,LGFGWa,LGLdX pLfTEQINC—TyypeGenie Cfip INARESINC—pTrack PACDTCGYPSUM LLC,DAP,DAPC,D,LS, ase• Type $WatmRated • Type $ShaOing•Type 6CSIetFraming NOptional, Not Shown) —Furtingchannels and Steel PolandMembers asdescribed below, City of Tukwila X, Soffit - Type X, TO-C, GranGlass Type X, Type ComfodGtard Sound DadenmgGypsum Board , TypeLW$ VeoeerPlaster Base -Type LWX, NatmRated•TypeLWX, Shathing Building Division IC Floor and Coding Runners — (Not Shown) —For me with Item2C—Channel shaped ,fabriatedfrom min 20MSG wrrosion-promctedatgivsucLmin depth toaccommodate stud size, with Type-LWMatfit-TyTaLWX, Type DOLW, Water Rated -Type DGLW,SheathingTypo•DGLW,Soft•TypoDGLW, Type LW2X, Viacom Plaster Base - Type LW2H,Water Rated -Type a Fusing Channels —Formed ofNo.25MSGSolar steel, Speed 24in.00perpendicular tostuds, Channels secured tosmdsasdescribed inloan b.Ends ofadjomog g minlinlonglegs,atechedmfloorandceilmodafmcnemspaced max24in.00. LW2X,Shathing-TypeLWASoffit•TypeLW2X,TypeDGL2W,WaterRacal-TypeDGL2W,SharNng-Type DGL2W channels overlappediih andficalogotherwil challestreandolfNa. ISARGgivanizedsholl wire.Gypsum beard attached to fordirg channels as described in Item 4. M O ID. Memben*—Floor Runners—Nughown—Iolieuof➢emsIthrou IC —For use n chamelsh wmen,ldl4m.d la b. StedFramiv Members' —Used to channels mm6C8m9mds.Cli eaeed48iaOC.,andseemedtostudswiR2kcamse wallsaew U Building Permit Number: g B through Y.ProP��! � deeplay NATTONALCYPSUMCO—TypeXP•C,FSKPSK•C,FSK•G,FSMR-C,FSW-C,PSWG,FSW,FSW-3,FSW-S,FSWfi,FSW-B,FSL g B P ) ps P �Y aria 3-SiB is widefabriatedBommin O.OlSin. ddck galvsmel, atachedfafloorand ceilingwith fasienemspaad2-0ia OC max withl is dam washerthtough to center hole. Furring channels me6ictionfifted boodle. F— � N O PABCOBUB.DINCPAODUC[SLLC,DBAPABCOGYPSU6t—TypesPGL,PG9,PG•II,PG3-WRS X �+ .¢ ¢ Ct.ARimIETRICHBUILDINGSYSTEM1fS—CDProTRAK 57'UDCOBl17LDQiCSYSTEh13—REHfLhtOIINTSoundlsolafionChpa-Type A237R � N � Special Inspection �.l�d Testing SClledlil� PANELREYSA—T}paGREX,PRC,FRC2,PRX,REIX,MD$ETX 7 ,�, DhiFCW7iSLLC—ProTRAK 7.Wall and ParlitivnFaetu and Accessories*— 0 homl,NotShowm Noroioall(i'm.thic 4Bwide faro honaluseasanaddiBmalla mononembothsidaofdmessembl Panels 0 f M � SAINT-GOBALYCYPROCMIDDLE EAST FLE— eG rocFueSto,G meFueSto G FireSm hi2TEC G mcFveSto ACT[V'AigG rocFireSto hfft M (p ) �' p y Y' O W 0 T' MBAMETALFRAMING—ProTRAK TYF }P P n PME+ YP P yF P YF P attached inaaurdanawithmanufacpuer'srecommendations.WhentheQR•SOOmQR•S10panelisinsalledbetweentlusteetframingandtkeULCmssifiedgypsumboard0teraauiredULClassified O p ACTMAir, G}pros FireStophl2TECH ACTINA'v,GyproeDmaLme, Gyproc DmaLinehiR, GyprocDumLinehf2l'ECH, GyprocDurel'ute ACTMAir, GyprocDuraLineM1DtACT1V'Air, um board la s Wractobe installed as indicated as to fastener ands ear except that the umed fastener le shall be aminimumof Win. Not evalmedaiotended as a m Z = .p SYPs YaP) • LYpe spacing & a# m9 � � Y = RAMS.ALE3LLC—RamPmTRAK GyproeDauaLinek127ECHACTMA'v aubsBMaiorthortquuedlaym(s)ofIJLClassifiedGypsumBoard m � O U -0 TestingJlnspectionAgency/Special Inspector: Mayes Testinq Frigineers, Inc STEELSTRUCfUR1LPRODUCI3LLC—Td-SProTR4K SLI6LCYPSOh1INDUSTRY(SARABUR>)COLTD—TypeEX•I Q � O Q O PABCOBUILDINGFRODUMLLC,DRAPABCOGYPSU51—TypeQWe[PA-QR-500andQR-SIO W _ � �J Project Name: +- ('n WPGi'f P1r1 ti'nnI'}ll`P�-Pr Mall TH;1[CYPSU6iPRODUCFSPCL—T T C = a' IE.FramingMembers'—Floorand CetlivgRnooen—NotShown—InlieuoflmmsllhroughlD —Forme withItem 2Eand4Ionly, pmpriearychamelshaped runners,L114in.de¢pby YPe� Type H.RUvenland FibmBomd'—{Opdoml,NmShown) —Far op6oaluseasmadditiomllayaononesideofwall.Nomlt2iafMek,4Bwidewkhlong dimPnsioapareSeland Caoreredovm W~ N� O Z o Project lR00 ern th�Pntar Mall S 144-D.,, ter II 1a, wa 9R1fiR Iin3SmngMe beri*—FloammidCtiiigbongs—No,ahoAi—➢fvuodceiWgwioghIDe—Formecia0Cmaz. UNITEDSTATESODSUMCO—T CFRX-0,W- N-XI,B-X2,WG SCX,S WRC, 8.MhuBachedFiberlioa➢'—(Ocei' g we pe g g Cary' gyp y W O M `- U v J ypeAR, , AR, AR, HX, WRX,USGX(lointapeandcompomd[mm5,op6onWforusewithTypeUSGX) kegrunnemwith]•S/&ialon T Sstedsaews,s cedt2ia0Caod24m.00Wov allmtemediamfmmio Tker vedilLClassified sum board loan 1BLLINGINDUSTRIESLLC—TRIIE•TRACKTM(1tem4M)istobeinsalledovertheMinemlandFiberBoards.BarisandBmnkea,Item3D,andAdhesive,ttemll,arerequited USCBORALDRYWALLSFZLLC—TypesC,SCX,USGX(Jomtapeandcompouod,ttemS,op6onalfmmewidtTypeU3GX) REINFORCED CONCRETE, GUNITE, GROUT &MORTAR: ROM1LSSOTECO—HomasoteType440d2 = W Z d' � USC a11EX[COSADECY—TypeAR,C,IP•AR, 1P•XI, IP•X2, IPC•AR, SCX,SHX,USGX, WRC or WRX(Joutfape and compomd, Item S, optionWfor usewithT)pe USGX) J F- 9.Lead BaBwShips—(NotShown, For UseWi+hlmm4E)—Leadbattenstrips,minl•12m.wide, maxlOftlmgwithamax ddcknessof0.12SinSidpsplacedontheimeriorfaaofamdsand J O 4A. Gypsum Board' —(Asakermmmltem4)—NomSBio. thick gypsum panels whit 6eve(ed, squeezer aperededges, applied vatiallymhorizontally. VerpaljoinacenreredovasNdsand , " , attached thealwiorfuoftltesNdwithiwolia"longTypeS•12panhadseesmw,onatthetopofth¢stripandoneatthebotomofthestrip.Laadbatenstripstobaveapmityof49% OO �u IF. FnomingRtember0—Flomand Cegingibmaten—NdtShown—In lieu ofllmldueughlE—Fmuse wihItem 2charelahapedruners,l•I(4adeapbymin3Sl8in.widefabriaredfrom staggered vtyvnoppratesidesoEsmds,Hon' Horizontal elmndhodntalbutjuiNsonoppoaitesidofstusneednotbesggeredorlwekndbysteelfraing.Panelsancicedtp meeuogt6eyedemlapu�atlonQQ-L201f,Garde°C.Lad6aftngrips eguuedbehi�veNcjoioaofladbackedgypsumbomd(em4E) and optivnletremai�gsmdloatioas.Required 6ehmd O Concrete Gunite GIOnt Mortar AggregateTeStS min MSG steooceiling stahCmx steelsmdsaormona I an mBTYP saewsspaced am. OCwhena PlorizonaR or8ia0Calon se boaman edgmandl2o.00mihefieldwheo� Isaze vertim Reinforcing Tests KtRD(HONGKONG)LTD—TypeKllil[ applied vertically When used inwidds othathan48 is,gypsum panels lobe msWled hodrnotally. IG.Fnmin b%when*—FloorandCeB' Rnmers—Nm3howm—InGru oflmmslthrou IF—Forusewith [t�m chamdsha rumem, l-114in de bruin 3-Sl8 in, wide, eftacked to CEATAINTEED GYPSUM1fINC—TypeX,TypeXd,T}peC, TypeEGRG1GIasRoe, Tfx SdmatFX,EaA4jeTygX-2 stud Lblitwo m,Iints—(Not Tyre S-oranese sitatom 41)—Lmealhumanimpol,2iawiand one ste Whom sip at with ormin,I in hargaua Typeefaceeheadsaaiscrewedmthe he I � Mix Designs g mg through k P� WY studwithtwomialin.IotEminT}peS-Bpanhadsmelscmws,omatthempofthestripaodeaeatrhebodomofthestripotwitkonemialialongmin.Types-Span hadsmoiscrewauhe X as fleotudceilingwiahfastounspaced24in.00maz. Reinforcing Placements CCCINC—TypAC,1P-AP•XI,IP-XZC-ASCX, HUS PRCorWRX(lointapendcompoundtmS,optionalforuewithTypeUSGX) to ofdestri stop, Lead tohsama m 99.5%meeComing theFedemspecification L•201f,Gades",Cor"Ladbattnstripsrequdbhindvedial!onrsofladbacked W w STUDCOBURDN(G5Y5FEtdS—CROCSTttDTreck gypsum wallboard ([tem4ljandoptionalatremaining sNdloa6ons. > t- V I Batch Plant Inspection CONTIWENTALBUILDDVCPAODUCfSOPERATINCCO,LLC—TypesLGFC2A,LGFC6A,LGFC-GA,LGFC•WD � w w Z O 10. LeadDsnorTa6s—(Not Shown, For Use Wihltem4E)—Usedolieuoformaddificnmheladhttentrps(temB)oroptivalatoherloafions•Mae314adiamby iH.MoormdCdiin Rnmers— otShown)—Chamelshaped fabriamdfrommm.02in. aNs!eel,min widthoauommodateand si with min iinIon legs,forueuihsmdssPCo if°dbelow GEORGLA-PACF[CCYPSUhLLC—T}pesDAP,DtuPCDGG,DS tt„o) w InspectPlacing mx(2Siv.tcklddiscampressiontdorar¢dovesteeiscw6dsaxtn.byl-ll4bym0.12Sieklzdbspacedongypsm6ordspte4E)undemhscwloctons �andfabriatdfrommind.02ingaysteelmhicka,aftachedmfloorandcdlingwihfstentsspacedmex24in.00, =U}p a, Cast Samples SAINT•GOBAINCYPROCMmDLEEASTFLE—TypeGyprocFiteSmp,GyprocFueStopMR,G}procFireStoph;2TECH,GyprocFueStopACT)♦"Au,G}procFimSrophiR priorlothe ivsallatiovofthescrews.Leaddisesora6stohave apurityof94.9'/omee6ngtheFedemispeciBa4anQQ-L-201f,Gmde"C°. z � t— Q F p P 6L1RINOhM1`ARE,D[VOFWAREINDUSTRiFSINC—Viper20TMTmckVT100 O p ACTIVAG,GyprocFMtopNMUHACTIV'Au,GyprmDmL. e,GyprocDuraL'meMR,GyprocDumLineNi2TECACGy cDmdLineACTMAv,GyprocDuraLinebIRACTMA4, IOALeadDhrs— w a Cow q Pick-up Samples (NotShowgforusewith[tem41)—MaxSll6iadiambymaz0.14Diativckladdhcswmpr¢ssionfdtedorad6eredoverstcelsaew6eads.Laddiscetohaveaputity Z _ Z P P 1LFrammgbiemben'—FooraodCelBvgRunven—NotShowv—In lieu oflteml—Fmueewith Item 2Fhproprietary chmmelshap¢dmmnem,i-I[4io.widebymm35l8iadeepfehtiatedfrom GypmcDuaLineM2TBCHACTMAu of99S%meetio theFedemlS fiafion 420If,Gmda°B,CaD". O � a w W� 4 Compression Tests min0.020in.ihickgalvstal,akachedtoFloorandailivgwidafastenemsparad24inOCmax g � to C] 13 Q —t TILIIGYPSUMPAODUCfSPCL—TypeX,TypeC it. Adhesive —Not Shown— (For usewith Item 3)—Connection gradeadlembe applied caventind, sepremeag nominal 318 in, wide heads down me length dbodiverficaul edges ofMincral 5: r r t s TELLING INDUSTRIESLL C—Viper2O- Track UNFFEDSTATESGYPSUM CO—TypesaC,FRX•G,INAR,IPAI,IPA2,[PC.AR,SCX,SHX,WIC, WRY, USGX(loivttapeandcompountloun5,opfionalfor mewit TypeUSGX) andRberBoardptem8). W a Q u (> SSED CONCRETE: io Members*— Y trl 1 J PRECASTJPRESTRE IJ.Fnm g FloormdCeflingRumers—NotShown—[niieuofitcrust—Forusewifhltem2l,proprietarychannelshapedmmms,Idl4iadeepbymin3-S/8in.widefabriated USGBOAALDRYWALLSFlLLC—TypesC,SCX,USGX(Jomtapeandwmpoand[LemS,optionalforusewithTypeUSGX) 12 Wa➢avdPartiUovFaeiogsandAttessorin*—(OptionalNotShown)—For usewilhltemsltolt,Items2to21,llan3,ltems4to41,[temSandltem6.FormazimumBremSng from min ODiB be (Mck galvsteek attachedto flommd ailingwith fasteners spaced 24 m.00 max of I bom.0a muside of the well, over the firstlayer of Gypsum Board (Iman4 to Item 41), installRefleXor membmnewiththe gold sidefecing outwards. Membrane installed with T50 staples spaced 12 USG M1IEXICOSADECV—TypeAR,C,)P-AR,IP-XI,IP-X2,TC-AR,SCX,S}IX,USGX,tYRCorWRX(lointiapeandcompoundltemS,opfionalforusewit6TypeU3GX) inchaoncentminbmhd'uectionsas amavufaaurer'siraWc6ons,samsinmembrenetobeoverla ed6 2inch¢s.WhenReBeXormembraneisusedanaddifionallayaofG umBeardihatis Concrete Gunite Grout Mortar STEEL INVEST11iElYTGROUPLLC—AIpIaTRAK P PP Y 7Ps 4B.GypsmBoad*—(Asavahmtoto(tem4or4A)—Nom3l4inhim,4wde, handled asdescribed mItem 4Awifbsanvlengthmcreasedto(-I14n. idenfiatotheoneuedintefustlayerndaspeciBedinlm4tolam4[shaBbemalledovmt6emembraneThadditiovalayerafG}pmBoardtobeiralledtluoughhemembmnetohesmdaAggie ate Tests IKFmiogAlembers*—FioorandCedingAmna—NotShown—InlieudimanI—ForteewithItem2hl,proprietarychannelshapedrunnem,l-114iwidebymmMISiadeep,fabriared specifiedmttem4totmm4laceptlhefastenerlengihshallbebcmedbyaminimumd5/Slack lnslallBathandBlanketsinflesmdavityasFBem3.Onthembersideoflhewall, pdmtothe Reinforcing Tests Bow mm25 MSG(0.018 in. min. bare meal0tickness), attached to flomand ceiling with faftmem spaced 24 in OC max CGC 1NC—TypesA$IP-AR installation ofthe Gypsum Board, install Resili atChannels as perltem6. GvertheRsilient Channels imtall3/4 inch lick SONOpanpanel seemed totheResfliem Channels with drywall screws and Tendon Tests CALIFORNIAEXPANDED METAL PRODUCTS CO—VipmXTmck UN!'PEDS'fATFS CS'PSDMCO—Typo APti IP•AR washers spaced att6In. OC ontheperimeterofth¢paneland Bio.00inthe➢eldoFlhe panel. SONOpan pared install the same0ypsum Board as specified in Bem4toRem 41 with the fastener O IL.LIFOR AEXPA EXPANDED TALPRm UCTSC—NolShaXTrack ieuofItami—ForusawiNltem2N, ro omen chamdaha edrunne I ll4in,wide min3-il8in.dee febdatbe UNTITUS ATESGYCV—T}pesApmA tang➢in acssedbyminimum3tthepeallotevaluarederiand8in.00i $a fieldofthepaneedmyertheSONOpanparedGyngthesard Z Mix Designs 8 & P P� Y P �• br P O from min 0.020in. thickgalvsmekatachedtofloormdceilingwith Instants spaced 24in.00max 4CC sumBeard'—Asanalnowlemltems 44and4B—Nom519in,drick, sum net withsuamed applied sum anesfazmnedtoframin Ail MSL—RefleXormembnne,SONOpmpanel as Reinforcing Placements be "� dg s, S gas PP Y YP P g g * > CRACO MFGINC—SmanTrnek20TM 6uglehad swat screws spaced amaz 8 in OC, wtlhtrst2 screws 314 m. and 4 in. from ash edge of board. Hodzomaljeiutr need notbe backedbysmel framing. Horizontal edgejoims and Iudicatm such products shag bearihe UL ore11L Cert'�fiatiovhtarktorjurisdie600s employing 16e UL or tUL Certifications (such as Cavada), respectively. uJ Insert Placement horizontal b rujomtson opposhesides Clatude on infafor wallowed not bestaggered orbacked byseel framing Last Updated on 2017.12-07 B Concrete atching GEORGIA-PACIFIC GYPSUM L L C— Type DCG, CretoG lass Type X Concrete Placement 2. Steel Studs —Chancel shaped, 3.5/8 in dup(min), formed from min No.25MSGpIvshel spacad24io.00 max. Studs to becut 3(4 in less Iben assembly height 4D. Gypsum Board* —As analtemamtoitems 4, 4A, 4B, and 4C—Nom.518 in. thick gypsum panehappliedconically othmizoatally. Horizontal edgejoin s ad horizontal buftjoints on Installation Inspection 2AFromiagMembers*—SmdStands—Assn alternate toImm2—Chamelshapedstuds, min 3•S18indeep, spdcedamaxof24in, OC. Studs tobecut3/4In.lessthromembiybeight opposhosidesofstudsneednotbestaggetedorbadodbysteeldancing,Gypsumgoodsfastenedtofnminothlin.longTypedawayscrewsSimOCalongverialedgesand12InOCinthe Cast Samples field when pmelsareappliedvadally: When gypsum panels applied horizontally, fasten m framing wire 1 be long $peS smd screwsspaced 8 in.00along verda(edges and in Ihefield Screws ALLSTEEL&GYPSU1giPR0DOCT5INC—TypeSUPREhEFmmingSystem spacedamax12 in cuslongthetopandbdtomedgyumpanels for iedhvezBaaandhodntoframingwam, Pick -Cap Samples CONSOLIDATED FABRICATORS CORP,BU7LDINGPRODUCF'SDIY—T}paStlPREMEFmming3ystem ypes -C,-C,FSKA,FSL,FSWL,FSWG,FSWFSW-3,PSW-S,FSW-b,FSW8,FSMR-0 � p I NATTONALCYPSUINCO—T eXP Compression Tests N aQUAILRVNBOAAINGbtklVd tSINC—TypeSUPRMFwm gSystem 4E.GypsmmBoard'—(Asanaltematetoltems4tluough4D)—Insalledasdescribedin7tem4518inthick,4Awide,papersurfaud,appliedveuiallyonlyandfastenedlothestudsand platnwifhlm.kvgTypeSsteetsciewasyracedtiaOC.Nattobeustduil6item6. SCARCOSTEELSTUDM1tAMIFAC[URINGCO—Type3[1PREAfEFramingS}atem NATIONALGYPSUMCO—SoumIDrakXPTypeXGypsumBomd HOSTEELCONSTRUCfIONSYSTEM1iSINC—TypeSOPREMEFmmingSpstem 4F. C}psum Board*—(Not3hown)—(As analtematatoBem 4 when esed m the base layeron me mboih sides ofwall. Fa dimetattu6meAtonlyto steal awls Item ZC) •Now S18 in.think UNITED M1tETALPRODUCfSINC—TypeSUPREhRFremingSysfem lad backed gypsum panels with beveled, squareortaperededgAappliedvertially.VedialjoinsameredoversmdsaadstaggeredminIsedavityanopposilesidesofsmdaGypsumboard ~ W Q 2B.Framing hfemben*—SteeiStuds—Not Shown —In ban ottem 2—Formeavida lure IS, proprietary chiral shaped steel studs, 1-1/4in. widebyrom3-5/8mi domfidaricaud from secured tostudswirhid(4iaiongTypeS42stulscrmspaad8inOCatpermetermd12ia0Cinthefield. I- 0 mind.020inlhiekgalvstaeLSmdseW3l4inlassiniengththanaasembipheight RAY-BAAFaNGINEERINGCOAP-7ypeRB-LBG � Q D: rr _ CALIFORNIA EXPANDED METAL PRODUCTS CO—ViPa2OTM ewF— w 4G.Gypaum➢ard,_(sanemamtolemslrough,4FI—otuewhltemslmony,Sn.ck4 It wa,arm¢efosmelsmdsandAomandaeilirytnckwithlaong,Type SamelsaewspaedSinCalong edgaofborda�12ia0Ciolhefieldo[habomd7otuaodntedvertiallyandsaggeredonopposimsidesofheassembty. V) CLINGPAODUCfSOPERATULLC—Ty6ALGFCGA F�— m CRACOM1INCINC—SmartStud20TM NATIONALGYPSUMCO—TypmFSW City of Tukwila 0 t!J Building Division UNITED STATES GYPSUM CO —Type SCX N � USG BORALDRYWALL SFLSIC — Type SCX (0 BuildingPermit Number: MARINDAVARE,DIVOFWARE INDUSTRIES INC —Viper20TM T 4H. Gypsum Board* —(As analtemetetolmms 4through 4G)—Nominal SIB is thick B wide pawls, applied vestiallyand seemed mdesaibed tu loon M PABCOBUILDING PRODUCTS LLC,DBAPABCOGYPSUM — Type QWetRakFS Y STRUCTURAL STEEL WELDING: FIREPROOFING: mBmrd*—(As ForusewithltemslEand2Eonl W = 20Sled SNds—(AaanahemamtoltemiFmusewithfrom 4E)—Chaendshaped ,fz6datedfrom mh20MSGooaosion�protedcdorgalvsmal,3•I(2iamin depth, spaademanofl6ia0C.Surds 4t. CYPan ( g 1')— Moody, U fishation-fit into floorrand ceiling mines, Studs to be cut to 314 it less thestracceemblyheight ateelscrewsspacedBin.00.Wongedgesofboerdandl2in.00fnlhefieldoftueboard7oinaorieWedvertiagymdsaggemdonoppositvaidesoftheassembly. Z _Sample &Test (list specific members below) _Placement Inspections 2D.RrammgMembaa*—SkdStuds—AaanahermtefoItems2ihrovgh2C—ForusewithltemlDand4Gody,danndslapedsmds,min3•SlSinwldefabdatedfromminO.OlSiatNckgaly UNITEDSTATESGYPSUM CO—TypeSCX ® 0 Q _Shop Material Identification ,_Density Tests same, sPcedamnxoF24is. OC, Smdstobecut ll2in, lasrtanassembiyheight USCBORALDAYWAISSFZId,C—T)peSCX ~ w U� M Welding Inspection [ ]Shop [ ]Field _Thickness Tests CI,ARKDINTRICHBUILDING SYSTEMS —CD Pro3TtID 4J.Gypsum lbard*—(NotShownj—(Asmalmmamtohem 4w6enusedasthe base layer on one or6othsidaofwall.Find'vepattachment onlytosteel studsltem2C)—NomSlBin.thick Ultrasonic Inspection [ ]Shop [ ]Field _Inspection Batching D64'CWBSLLC—ProSTfID lead backed gypsum panels with beveled square ortairand edges, appliedvertically. Verficijiati centered oversuads and staggered min Iswd cavity an opposite sides ofscads, Gypsum board � Z _ secured to studs with Id14 it. longType S-12aeelsa¢ays spaced 8 in OC atperimemsmd 12 in OC in be field. To be usedwithLad Battat Strips (see [tan 9A) mLead Discs (salters IDA). LU High -Strength Bolting Inspection MBA METAL FRAMING—Pro3TUD Q [ ]Shop [ ]Field INSULATING CONCRETE: RAM1ISALESLLC—RamProSTUD MAYCOINDUSTRtESINC—TypeX•RayShieldedGypsum O � 4K. Gypsum Board* —(As an altematom Item send 4A, oar for usewiihtt¢ms ID, IE, 2D and2E)—Nom.518 in thick gypsum panels wSh beveled, squamotapered edge installedm iy' o CD STEEL STRDCPURALPRODUCfSLLC-2nSProSTUD lambed in [tem4md4A [ ] A32$ [ ] A490 [ ] N [ ] X [ ] F Sample n Test 2RFraming Members* —Steel Studs —As an alternate totmms2lhtough2D—Forme with Item lEand4lonly, channel shapedahrds,min3Sl&m.widefdariatedfrom mm0.018in. thickov m Placement Inspections CGCINC—TypeULX Q _ p stel,spacadamaxof24m.00.Smdatobecutl@ialessihenassembiy6eUvht (.IJ Metal Deck Welding Inspection Unit Weights TELLING INDUSTRIES LLC—TRUESTUDTM UNTTEDSTATES CYPSUMCO—TypelJ[,X _ Reinforcing Steel Welding USG MExTCOSADECV—TypettLX Q W _Metal Stud Welding Inspection FILL MATERIAL 4L.Gypsum Bmrd'—(No!Shawn)—(AsanClimate toltem4when used asthe6aselayaonmeer6othsidaofwall.AradvectalaclmentoWytosmelsmdsltem2C).NomSlBinddeklad backed gypsum pandDECV —T)Tsquare Compact edges, applied venially. Yearicadjoinat; Centered overstuals itudiaggaed min I and cavitycia opposiesides ofstuds. Wiflimurdsecaured to Z V% Concrete Insert Welding Inspection ZF.FramingMemben*—Steel Studs —As analremaleioItems2through 2B—FotusuwiBtltemIF, charmelskapzdetuds,min33l8iawide fabricated from min2SMSGateW,spaeedamax atudswifhl-114ialongTyp¢S-12steelsaewsgypwmpmelsteelsamvaspaced8in.00atperimetetandl2m.00mt6eBeld. Lad batten stripsrequired behindvertialjoinaofieadbacked UJ W Acceptance Tests of24m.0CSmdsmbecul112io.Iessibmassemblyheight Ulm wallboard andopfionalatremalWngsmdlocadons.Ladbahensidps,min 2m.wide,maz&ftlangwithamaxshicknesof0.14inpBadonthefacepfsmdsandattachedtothesmdwith � V J co Placement Inspections IORH(HONCKONC}LTD—TypeKIlB constructionadhesiveandtwo l In. ImgTyperS•12panhadicelscona, one atthempofthemaipandoneatthebottom oftha,m estrip.Leaddismnnd3/8in.diambymax0,095indtick, _ —I M x Compression dead withered overthescrewbads,William strips and discs mhaveapurity d99.9°/ameetingtheFacrrelspecifiationQQ-L•201f,Gmde'C°. U) a T— U _Field Density 2G.FromingMemben*—SteelStuds —Not Shown —in fin ofltem2through 2F—Forme William 1G.Propdearychamelshapedstuds,mimmm3•S18in. wide,SmdslobeattWho. lessthan F � M fheassemblyheight RADIATIONPROTECTtONPRODUCTS INC—TypeRPP•LadLinedDrywaR 4MGypsum Bmrd*—(ForusewithItem 8)-51inddek4Bwide,appliedverdallyovaNli miandFiberBomd(Rem&)withver6aljoinislvaWJamw6ereoversmdavifi¢s.Secmede 0 [r MASONRY: STRUCTURAL WOOD: STttDCOBUtLDINGSYSTEM3—CRGCSTW O � W mioeralmdfiberbomdswilhl•I1tin. TypeGSerewsspacedgin, OCaloogedgesofesshvettialjoimand12ia0Cinimerm�iatefi¢ldofiheMmemlandFibmBoazd(ltem8j.3ecmcdto �®,y U N � Q � 2TUDOOiBUILD6GSYSTEMStuds—Not Shown—mlieu oflmm2—For usewithttemtl,propdemrydannelshapedsleelsmds,t•t(4iawidebymin3-S18iade�tabriatedfrom comrmoandfiband boardsandcetong,TypeGcreialeagTypeSsmewsspadgesof OC, Gypsum hatmaj1iamOCcovered withediaapeandjoMnerAnd.3aewhadscemS).Stbjomr L V�Special Inspection Stresses Used _Shear Wall Nailing Inspection mm0.020m.thickgdvsmei.Smdsad314ialessm]engththanassemblykdght compound o�Preliminary Acceptance Tents _Inspection ofGlu-IamFab. TELLwGINDDSTRDSLLG—vipa2BTM AAINAtCANGYPSUhiCo—TypeAG•C vCE ��(Masonry Units, Wall Prisms) _Inspection of Truss Joist Fab. CERTA➢VT'ELDGYPSUhiINC—TypeFRPCTypeC ��t"•t°tOv�ll7 '� W WI'J Subsequent Tests _Sample and Test Carnponents CGCINC—TypaC,iP-X2,tPC•AR APR 2 5 2019 u-(Mortar, Grout, Field wall Prisms) IFrammgMemben'—StedSluds—Inlimad mm2—Forwowilhltml,chaandshaprdsoms,fabricated8ommin25MSGcorrasion-proteaedstee43-5/9hdeep(min),spaced24m,OC CON77NEN•FALBUILDINGPRODUCt'SOPERATINGCO,LLC—TygLGFC-GA ® J �Z mac.SmdsmbecW3(4m.Iessthmassemblyh¢ight C/)PlacementInspec6onofUnits GEORGTA•PACIFICCYPSUMLLC—TypaS,DAPC,TGC I Of NEBn1ETALINC—NrrRosTw tY Tukwila 0 W Wa 2J,FramingMemben'—StedStuds—InfnoF➢em2—Formewithlmml,channelshapedthus,fabriatedfrotmm25MSGcormsion-protededsleei,3-S/8in.hcp(mia),spaced24inOC NATIONAL CYPSUMCO—T}peseXP-C,FSK-C,FSW-C DING DIVISION _ 00 U List all other additional of required inspections, conditions, tests, or special inspections here: max Studs lobe cut314in. less danassemblyheight PABC'OBUILDINCPRODUCTS LLC DBAPABCOCYPSUM—TypePG-C tJ� to Post anchors OLM1tARSIIPPLYEVC—PRa¢STUD PANELREYSA—TypesPRC,PRC2 C i sm' r- r o,i I i nc;g)4a; -em 2K,FYamis Memben'—StaiStacb—As analternatetaltem2—Formewithttem18 3S8ha. widetrack),chiral shapedstuds,iabritedfrommin25ASGwosi•prom¢ed SAINT-GOBAINGYPROCMWDLEEASTFZE—TYeG PmeFimS mP,G RmoFireSmpG ProeFireSt WTEC GypmcFkeSto AC11YAu,G}oeFueSto hlR steeLI-U4kwideby3-5lgiodu;spacedommof24i.0C.SW&tobecut3/8io3(4islessthmammblybeight ACTIVAir,G)FmFiR&opM2TECHACTMAu,GyproeDmaline,GypmcDumineMR,GyproeDuraeMM7[t,GyprocDumLineAMVAir,GyFocD=ineAlRACTMAu, i /T MARK'OIWARE,DTVOFWARE INDUSTRIES INC—Studilimon GypmcDmAineMZTECHACWAir THAICYPSUMPRODUCTSPCL—TypeG P,e�%ISTFRE7? Form completed by: William Carter W/ Title: Sr. Proj. Architect ARCHITECT UNITED STATES CYPSUbi CO —Types C, IP•X2, IPC-AR William E. Abbot —Architect 2L.FrammllMemben*—StedStuds—Asanaltemaretolmms2—For mewBhltece It, chamelshaped studs,min3.5(Bin, widefabriatedfrom man 0.018in. thick galvsted,spacedamon USCBORAL➢RYWALLSFZLLC—TypeC WILLIAMEDWARDABBOT 1 2-1 7-1 8 STATE OF WA""GTON Telephone No: 614-582-6006 Date: ofNia0C.Shtdambecut314in.lessthmassemblyheight VSGKIMCOSADECV—TypesC,[P-XZ,IPC-AR �.'.,. nECR[�/E STEEL INVESFMENTGROUPLLC—AlpbaSTUD 4N. Wall audPartiaFacings mdAccwmies*—(Ascontinuous tolmm4)—Nomival518imthick,4ftwidegn¢Is,appliedvettiallyandsewredasdescribed inItem 4. Y ©fi l �I\�'� ftA 2MF5MSGd.lembms'—Stemeadda—NotShown—N4lieu offtCon2—Fmanwith 1lyhightmpri¢arychanvelskapeddeelstuds, min t-I/4inwidehymin3•S/Bin dap,fa6datedfmm pABCOBL'ILDINCPRODUCfSLLC;DBAPABCOCYPSUIk(—TypeQuietRock527 r(I ] Cam 25MSG(0.018iamin.beremetalHdrbaess).Smdaem314ialess ivleogththan assembiyheight �� 0`� 2019 �/ (� ryr:25,(\ 9 cAUFGRNUEZPANDEDM1�TALPAG➢Ucrsco—vipax PERR917 p 2ALIFONIAEXANDEDMEtadsRODUCShown SCO— lieu iperftom2—ForusewithItem IT, proprietary themalshimalsmdstuds,l•114 in. wide byram3-518m.deep fabriatedfrom CENT�'� 11,10,020,31R min0.020 is fltickgalrstueL Studs eW3/4 is less in length dom assemblyheight 40. Gypsum Board*—Asas theaamtoltemsq 4A, 4B, and 4C—Two layers Nom.916 m, thick gypsum panelsappliedvedicallyahoriwnadly. Horizontal edgejoinh and horiwnal butt SHEET SPECIAL I S EC _ AND TESTING SCHEDULE UL DESIGN. U465 -- SCALE: N.T.S. A2.00 SCALE: N.T.S. Plot date: 22 March 2019 DOOR TYPES NOTE: SEE DOOR SCHEDULE FOR ACTUAL DIMENSIONS AND FIRE RATINGS. REFER TO CONSTRUCTION PLAN FOR DOOR HINGE ORIENTATION. E7 it'-11" D D FRAME DOOR STO (INTERIOR 2 1/2" TOP RAIL CUSTOM P HANDLES GLASS SIDELIGHT 10" BOTTOM RAIL EQ' WELDED - METAL COAT FRAME CLOSER DOOR / MOUNTED o MIRROR 7 LEVER — / HANDLE / KICKPLATE o / :a m LEVER HANDLE AT 40' A.F.F. TYPICAL. OPERABLE FROM INSIDE W/O USE OF KEY. KICK PLATE DOOR PRE -FINIS DOOR AND 1 1 �.Im .�N AMBULATORY DOOR GILLYJAICK5 ■ .. ROOM kv#: 0.3 0.3 E3 CLOSER G / I G / I / PULL HANDLE \ O.BOVI / / I 0.3 PUSH PLATE \ \ K i "' o K T o / CAM LOCK Ie ES I \ I j \ \ �'P in (SAL / m SIDE) cn E KICK PLATE 6 0.3 NON -SALES SIDE SALES/CORRIDOR SIDE umnFni nr»a wt-ru wnnFnl nn�rr �ry E5 E6 WELDED METAL FRAME / CLOSER B / PULL HANDLE 0.3 / \ PUSH PLATE_+",j,. \ \ KICK PLATE NON -SALES SIDE o.3 TYP. E8 CASING F 0.3 SOLID CORE DOOR JAMB / (REFER TO E/Aq.20) 3� E11 :a m LEVER HANDLE AT 40' A.F.F. TYPICAL. OPERABLE FROM INSIDE W/O USE OF KEY. KICK PLATE DOOR PRE -FINIS DOOR AND 1 1 �.Im .�N AMBULATORY DOOR GILLYJAICK5 ■ .. ROOM kv#: 0.3 0.3 E3 CLOSER G / I G / I / PULL HANDLE \ O.BOVI / / I 0.3 PUSH PLATE \ \ K i "' o K T o / CAM LOCK Ie ES I \ I j \ \ �'P in (SAL / m SIDE) cn E KICK PLATE 6 0.3 NON -SALES SIDE SALES/CORRIDOR SIDE umnFni nr»a wt-ru wnnFnl nn�rr �ry E5 E6 WELDED METAL FRAME / CLOSER B / PULL HANDLE 0.3 / \ PUSH PLATE_+",j,. \ \ KICK PLATE NON -SALES SIDE o.3 TYP. E8 CASING F 0.3 SOLID CORE DOOR JAMB / (REFER TO E/Aq.20) 3� E11 APPLY SMALL CONTINUOUS BEAD OF CLEAR SILICONE ON BACK OF ALL CASING 4 BASE BOARD TRIM BEFORE INSTALLING - 14OLD BEAD APPROXIMATELY 1/2' IN FROM OUTSIDE EDGE. WIPE OFF ANY EXCESS SILICONE IMMEDIATELY AFTER INSTALLATION. SF -I GALVANIZED SHEET METAL PANELS UP TO 48' A.F.F. FITTING RM. SIDE LINE OF BASE BELOW (TYP.) 4� 3'-0" FINISH DIMENSION 3 " CASEWORK (REFER TO DETAIL 3? S/A9.00) CUT TO FIT 1/2'x P DOOR STOP - GLUE AND SCREW IN PLACE, COUNTERSINK HEADS AND PUTTY TO MATCH. DOOR STOP SHALL RUN FROM FLOOR TO TRIM BOARD ABOVE. FITTING ROOM DOOR - REFER m ❑ TO DOOR SCHEDULE ON AO.30 u ` 2 x BLOCKING \#12 SCREWS @ 16' O.C. (TYP.) CASING #1 (REFER TO DETAIL S/A9.00) STORE SIDE FITTING ROOM JAMB DETAIL AO.30 I SCALE: 3' - 1'-0' KICKPLATE SECURED TO DOOR WITH SILICONE ADHESIVE (NO MECHANICAL FASTENERS) 'o�lo 46" TYR EYE / \ VIEWER PANIC \ HARDWARE / \ KICK PLATE \ / MALL SIDE E9 DEADBOLT LATCH LEVER HANDLE OPERABLE FROM INSIDE W/O USE OF KEY. ENTRY FOLDING GRILLE WITH POCKET: A. DESIGN 15 BASED ON EZ PARAVENT BY DYNAMIC B. G.C. TO VERIFY GRILLE IS TRUE, PLUMB, AND OPERATING PROPERLY, BEFORE INSTALLER LEAVES PREMISES. C. CAREFULLY COORDINATE INSTALLATION AND HOOK-UP OF GRILLE WITH ALL AFFECTED TRADES. D. SUPPLY GRILLE MANUFACTURER WITH FINISH FLOOR ELEVATION FOR PROPER INSTALLATION OF GRILLE LOCK AS WELL AS PRECISE GRILLE LOCATION ON FLOOR LAYOUT E. GRILLE HAS SHOP INSTALLED MORTISE CYLINDERS, 25MML X 2q.37MM DIA,. NOT MASTER KEYED (OPERABLE FROM BOTH SIDES). 1ARDWARE CONTRACTOR TO REPLACE STANDARD CYLINDERS WITH MATERKEYED CYLINDERS IN THE FIELD WHEN REQUIRED, ' GAP TAPER EDGE OF DOOR CASING, TAPE --� t AND SPACKLE FLUSH WITH G.W.B. WALL A5 SPECIFIED. - NOTE, USE DOUBLE STUDS AT JAMB NON -COMB. BLOCKING 1' X 5' DOOR CASING G HIDDEN DOOR JAMB AO.30 SCALE: 3' - 1'-O' TAPER EDGE OF DOOR CASING, TAPE AND SPACKLE FLUSH WITH G.W.B.—I- ,%K6'-8 1/2' A.F.F. BOT. OF TRIM ABV. BENCHMARK DOOR MOUNTED FLUSH WITH ADJACENT G.W.B. TYPICAL SALES AREA WALL BASE — 'BOSS' HINGE MORTISED IN PLACE DOOR MOUNTED FLUSH WITH ADJACENT G.W.S. LINE OF DOOR FRAME AND STOP ABOVE AND BELOW NOTE - CHAMFER DOOR STOP TO CLEAR DOOR 1/2' X 1-1/2' DOOR STOP WALL AS SPECIFIED NON -COMB. BLOCKING 1' X 5' DOOR CASING 1/2' X 1-1/2' DOOR STOP 3/4' F.R.T. PLYWOOD CAP, PAINTED TO MATCH ADJACENT FINISH EXIST. CONC. SLAB DOOR SCHEDULE REFER TO DOOR JAMB DETAILS THIS SHEET DOOR # DESCRIPTION SUPPLIED BY DOOR TYPE HARDWARE TYPE RATING DOOR SIZE NOTES WIDTH HEIGHT THICKNESS 100 CONSTRUCTION BARRICADE DOORS BARRICADE E9 MW7 - (2) V-0' 7'-0' 1 S/4' FROM MALL TO CONSTRUCTION AREA (1) PAIR SOLID CORE WOOD DOORS 101 STOREFRONT ENTRANCE DOOR OWNER El 14W1 - (2) 3'-0' q'-10' I/2' TEMP. GLASS AND STOREFRONT FRAMES. SEE STOREFRONT SHEETS FOR DETAILS 102 VIDEO ROOM HIDDEN DOOR G.C. E25 WW2 - 2'4' 6'-3' 1 3/8' PAINT GRADE HOLLOW CORE WOOD DOOR AND FRAME PROVIDED BY G.C., TO BE FLUSH WITH AND MATCH ADJACENT WALLS. ILO FITTING ROOM G.C. E8 14WB - 3'-0' V-0' 1 3/8' WOOD DOOR AND FRAME, DOOR PROVIDES 32' CLEAR OPENING 111 SALES STOCKROOM/EXIT HALL G.G. E3 11W3 - 3'-6' 7'-0' 1 3/4' HOLLOW METAL DOOR AND WELDED FRAME RIX STOCKROOM/EXIT HALL SERVICE CORRIDOR G.C. E6 14KS 45 MIN. (2) 3'-0' 71-0' 1 3/4' HOLLOW METAL DOORS AND WELDED FRAME 112 STOCKROOM EXIT 14ALLWAY EXISTING HW6 - EXISTING EXISTING EXISTING I G.0 TO VERIFY ALL HARDWARE IS IN WORKING ORDER. REPLACE AS DIRECTED BY OWNERS PM. 113 MOP SINK CLOSET STOGKROOM/LAVATORY EXISTING HW6A - EXISTING EXISTING EXISTING G.0 TO VERIFY ALL HARDWARE IS IN WORKING ORDER. REPLACE AS DIRECTED BY OWNERS PM. 116 LAVATORY STOCKROOM/EXIT HALL G.C. FA HW4 - 3'-0' 7'-0' 1 3/4' HOLLOW METAL DOOR AND WELDED FRAME G100 GH STOREFRONT ENTRY OWNER Ell NWIO - IV-9 1/2' q'-0' - HARDWARE PROVIDED 8Y VENDOR (EXCEPT LOCK) D002 MATERIAL ALUM., FRAME MATERIAL CLR. ANODIZED, DOOR AND FRAME FINISH SLACK G101 GH FITTING ROOM DOOR OWNER EIO Ww - V-0' 6'-8' 1 3/4' STANDARD FITTING ROOM WOOD DOOR PROVIDED BY OWNER, INSTALLED BY G.C.; DOOR PROVIDES 32' CLEAR OPENING HARDWARE SCHEDULE HARDWARE QUANTITIES LISTED ARE PER DOOR OPENING, UNLESS NOTED OTHERWISE. 1ARDWARE SET HARDWARE COMPONENT QTY SUPPLIED BY DESCRIPTION 1ARDWARE SET 1ARDWARE COMPONENT QTY SUPPLIED BY DESCRIPTION {.DWI TOP RAIL 2 OWNER 2 1/2' TOP RAIL, W/ INSERT; FINISH BLACK 14N(o HINGES 3 G.C. STANLEY HINGE #FBB-179, 4 1/2' X 4 1/2' FINISH = U526D SATIN CHROME DOUBLSINGLE ENTRY DOOR DOOR NON -SALES BOTTOM RAIL 2 OWNER 10" ADA COMPLIANT BOTTOM RAIL W/ ARM 4 LOCK; FINISH SLACK PUSH PLATE I G.C. NON -SALES SIDE - ONE (1) 1/16' THICK 3' W. X 12' H. FINISH : STAINLESS STEEL CORRIDOR FRAME 2 OWNER PT 21 (PIVOT) FRAME PORTION WITH COVER PLATE. FINISH: BLACK PULL HANDLE/ PLATE 1 G.G. CORRIDOR SALES SIDE OF DOOR - 3' W. X 13' W. PLATE W/ 7/8% X 11 3/4' M PUSH PULL D-WANDLE. FINISH, STAINLESS STEEL. HANDLE 1 TRIM 2 OWNER STANDARD BLACK ANODIZED DOOR PULL HANDLES PER STOREFRONT SYSTEM EQUAL TO APIF2100. SUBMIT TO PM FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION CLOSER i G.C. CORBIN RUSSWIN DOCK CLOSER #DC3200 MOUNTED ON PULL SIDE LOCK I OWNER DORMA AR20 PATCH LOCK FITTING GLASS. FINISH: BLACK. G.C. TO CUT GLASS AND INSTALL LOCK. DOOR STOP I G.G. IVES FS444 FINISH, US260 SATIN CHROME DORMA INSTAKEY STANDARD LOCK CYLINDER, FINISH, BRUSHED ALUMINUM. 5-PIN SMALL FORMAT/ CYLINDER 1 OWNER INTERCHANGEABLE LOCK (PROVIDE EXTERIOR KEYED CYLINDER ON ONE LEAF ONLY AND INTERIOR THUMB TURN ON OTHER) KICK PLATE 2 G.G. 40'W X 32'44 X 1/10T GALVANIZED STEEL KICKPLATE (42, DOOR) CLOSER DUST PROOF STRIKE I I OWNER OWNER (1) SYS 75V/H FLOOR RECESSED CLOSER WITH ADJUSTABLE HOLD -OPEN FEATURE DORMA. FINISH: BLACK NW6A DOOR TO MOP SINK HINGES 3 G.C. WAGER 3 1/2' x 3 1/2' ACID ETCHED SPRING HINGE LOCKSET I G.C. CORBIN RUSSWIN LATCH SET CL3610 NZD WITH LEVER; FINISH: US32D BRUSHED S.S. KICK PLATE 2 G.C. SOW X 32'14 X 1/16'T GALVANIZED STEEL, DOORSTOP I G.C. IVES F5444; FINISH: US26D SATIN CHROME NOTES - A. DORMA STYLE 'F' UNIVERSAL HARDWARE B. DO NOT PAINT HARDWARE A. ONLY REPLACE AS DIRECTED. C. G.G. TO COORDINATE WITH DORMA INSTALLATION INSTRUCTIONS AND GLAZING MANUFACTURER TO MATCH DORMA PATCH FITTING TEMPLATES FOR PROPER GLAZING FABRICATION. D. DOORS TO BE PROPPED OPEN AT 105' DURING BUSINESS HOURS. PROVIDE SIGNAGE STATING 'THIS DOOR TO REMAIN UNLOCKED WHEN TINE SPACE IS OCCUPIED'. HW2 SINGLE DOORHIDDEN DOOR HINGES 2 OWNER 5055 MODEL 216, INVISIBLE HINGE, US26D SATIN CHROME, 4-5/8' HW7 DOUBLE CONSTRUCTION HINGES 6 G.G. STANLEY HINGE #F55-17q NRP, 4 1/2' X 4 1/2' FINISH = US26D SATIN C44ROME CAM LOCK 1 OWNER COMPX NATIONAL #C806p-C3gDA-14A, BRIGHT NICKEL FINISH, C3g0A KEY, 13/4' CYLINDER LENGTH PART 73899 SLIDE BOLT 2 G.C. TWO (2) MANUAL SLIDE BOLTS INSTALLED IN LEFT DOOR, TOP AND BOTTOM. HW3 HINGES 3 G.C. STANLEY HINGE #F55-1701, 4 1/2' X 4 1/2' FINISH, 26D BARRICADE SINGLE DOOR TO EXIT DOORS DEAD BOLT 1 G C ONE (1) DEADBOLT SINGLE CYLINDER LOCK INSTALLED IN RIGHT DOOR. FIELD MORTISE STRIKE IN LEFT DOOR WITH SCHLAGE LEVER TYPE HANDLE. FINISH, US26D SATIN CHROME PUSH PLATE 1 G.C. SALES SIDE - 4 W. X 1014 GALVANIZED PUSH PLATE HALLWAY FULL HANDLE 1 G.C. NON -SALES SIDE OF DOOR - 4' W X 104 GALVANIZED PLATE W/ 71WW X 11 3/4'14 PUSH PULL D-WANDLE. FINISH= STAINLESS STEEL. NOTE: CLOSER 1 G.C. CORBIN RUSSWIN DOOR CLOSER #DC3200 MOUNTED ON PULL SIDE A. MOUNT DOOR FLUSH WITH BARRICADE FACE. B. FOR EXTERIOR LOCATIONS PROVIDE HOLLOW METAL DOOR DOOR STOP I G.C. IVES #F5446 HEAVY DUTY HME ( OLDER W/ BUTTON. FINISH, SATIN CHROUS26D) SET INCLUDES STOP, FIOOC, MOUNTING PLATE AND SCREWS HW8 FITTING ROOM DOOR WITH HINGE HINGES 2 OWNER WAGER #551279 3.5'X3.5' NRP HINGE, US26D SATIN CHROME FINISH, FIELD MORTISED INTO DOOR AND SURFACE ATTACHED TO JAMB; PROVIDED WITH HINGE PIN MATCHING HINGE FINISH KICK PLATE I G.C. SALES SIDE - 40 W X 32 H X 1/16T GALVANIZED FINISH (42 DOOR) LOCKSET I OWNER SCWLAGE LOCKSET AL80PD-SAT X US26D 6-PIN CLASSIC KEYWAY KEYED TO 436373 2 3/8' BACKSET DOOR BOLT, FIELD INSTALLED BY G.C. KICK PLATE I G.G. NON -SALES SIDE - 40°W X 32' H X 1/16'T FINISH: GALVANIZED STEEL (42' DOOR) STOP HINGE STOP 1 OWNER DON-JO #1513 HINGE PIN STOP- CP FINISH. INSTALL ON LOWER HINGE, LACK DOWN HINGE PIN AFTER INSTALL. 14W4 HINGES 3 G.G. STANLEY HINGE #F58-179, 4 1/2' X 4 1/2' FINISH = U526D SATIN CHROME NOTES= A. HANDLES TO POINT TOWARD HINGE SIDE OF DOOR SINGLE DOOR RESTROO1 L.AT045ET I G.G. PRIVACY SET CORBIN RUSSWIN #CL3520 NZD BHMA 626 WITH LEVER HANDLE B. ALL LOCKBETS ARE KEYED ALIKE. C. G.C. TO PROVIDE CLEAR SILENCER RUBBER BUMPERS D. SHIPPED LOOSE FOR G.c. TO INSTALL ONSITE CLOSER 1 G.C. COR51N RUSSWIN DOOR CLOSER #DC3210, MOUNTED ON PUSH SIDE OF DOOR. KICK PLATE 2 G.G. (1) 34-W X 32'H X IA6'T GALV. KICK PLATE (OUTSIDE) 1) 34% X 12'14 X 1/I61T GALV. KICK PLATE (INSIDE) iiWq NINES 3 OWNER WAGER BBIAI - 4 1/2' X 4 1 ', FIVE KNUCKLE BALL BEARING FULL MORTISE. FINISH. USIOB ANTIQUE BRONZE OILED COAT ROOK I G.C. McMASTER CARR #176OA3 ALUMINUM FINISH. MOUNTED ON INSIDE OF DOOR @ 72' A.F.F. OR 48' A.F.F. ON ADJACENT WALL BASED ON LOCAL CODE REQUIREMENTS, MOUNT INTO WALL STUD. GHI FITTING HINGE PIN I OWNER ' WAGER #1-590-85501 5LONG HINGE PIN; FINISH. USII SATIN BRONZE, BLACKENED SATIN MIRROR 1 G.C. 20'W X 581W TEMPERED MIRROR WITW ALL EDGES POLISHED. MOUNTED ON INSIDE OF DOOR AT 70' A.F.F. WITW TOP AND BOTTOM 'J' CHANNELS. ALL EDGES OF MIRROR ARE TO BE CAULKED WITH CLEAR SILICONE. ROOM DOOR WITH HINGE LOCKSET 1 OWNER STOREROOM FUNCTION SCHL.AGE AL80PO-NEP-609. FINISH: BRIGHT BRASS 605 KEYED TO MATCH NCO FIT. RM. STOP HINGE STOP I OWNER DON-JO #1513 COMMERCIAL HINGE PIN STOP. FINISH, 613/USIOS DARK DOOR STOP 1 G.G. IVES FS444, FINISH U526D. SATIN CHROME METAL NUMBER SERIES 1 Eq. OWNER CUSTOM ROOM NUMBER; FINISH, OXIDIZED BRONZE, OIL RUED HW5 FUS14 BAR I OWNER ALARM LOCK PANIC "PANNEX' UCL1210A ALUM. NOTES: DOUBLE DOOR EXIT FROM NON -SALES A. PREFINISHED DOOR, FRAME AND HARDWARE PROVIDED BY OWNER. B. ALL LOCKSETS ARE KEYED ALIKE. C. G.C. TO PROVIDE CLEAR SILENCER RUBBER BUMPERS. LOCK I OWNER CYLINDER INSTAKEY LOCKSET W/ CYLINDER AND TRIM HINGES 6 G.G. STANLEY HINGE #FBB-17q NRP, 4 1/2' X 4 1/2' FINISH : US26D SATIN CHROME CLOSER 2 G.C. COR51N RUSSWIN DOOR CLOSER #0C3210, MOUNTED ON PUSH SIDE OF DOOR. *410 FOLDING CYLINDER LOCK 2 OWNER INSTAKEY; FINISH= US26D SATIN CHROME SLIDE BOLT 2 G.C. MANUAL SLIDE BOLTS INSTALLED IN LEFT DOOR, TOP AND BOTTOM ENTRY POCKET POCKET DOOR I OWNER PROVIDED BY VENDOR STRIKE I G.C. DUSTPROOF STRIKE - IVES OP-1, FINISH- US32D BRUSHED S.S. DDOR KICKPLATE 2 G.C. NON -SALES SIDE 34'W X 32'W X 1/I6'T GALVANIZED STEEL KICKPLATE (36' DOOR) PEEPHOLE I G.C. McMASTER-CARR CAT. 104, PART #8406A%, DULL CHROME; MOUNTED @ 54' A.F.F. DOOR GERERAL ROTES 1. MANUALLY OPERATED DOORS SHOULD BE CAPABLE OF BEING OPERATED WITH A CLOSED FIST AND WAVE A CLEAR SPACE OF 12' MIN. ADJACENT TO THE LEADING EDGE (WITH CLOSER ONLY). DOOR STOP 2 G.G. IVES FS444, FINISH, U5261). SATIN CHROME 2. ENTRANCES SHOULD HAVE A LEVEL THRESHOLD OR IF THIS IS UNAVOIDABLE THEN NO GREATER THAN 1/2' W/ 1/4' BEVEL. SMOKE SEAL I i G.C. 588 SMOKE SEAL 3. WHERE NEEDED TO BE OPENED MANUALLY, THE FORCE REQUIRED AT THE LEADING EDGE SHOULD NOT EXCEED 5 LBS. 4. SECURE ALL KICKPLATFS, PUSH PLATES, AND DOOR CLADDING TO METAL DOORS WITH 3M 90 SPRAY ADHESIVE - NO MECHANICAL FASTENERS NOTE: A. G.G. TO PROVIDE AND INSTALL ADA COMPLIANT THRESHOLD, SWEEP AND WEATHER STRIPPING AT EXTERIOR LOCATIONS. B. EXISTING DOORS I. G.C. TO INSTALL REQUIRED HARDWARE. (UNLESS NOTED OTHERWISE) 5. WHERE DOOR CLOSERS ARE INSTALLED, THE CLOSING SPEED SHALL NOT BE LESS THAN 5 SECONDS FROM THE POINT OF qO DEGREES OPEN TO 12 DEGREES OPEN POSITION. 2. G.C. SMALL REMOVE EXISTING CYLINDRICAL LOCKSET 4 INSTALL NEW PANIC DEVICE. SEAL ALL OPENINGS AS REQUIRED. VERIFY TWAT BUTTS ARE NRP TYPE OR REPLACE. C. INSTALL STORE IDENTITY SIGNAGE ON THE EXTERIOR OF T14E DOOR. MOUNT PER ELEVATION (OR PER LANDLORD REQUIREMENTS) WITH NO VISIBLE MOUNTING HOLES BY TENANT'S G.C. COORDINATE WITH LANDLORD ON -SITE REPRESENTATIVE. D. PEEPHOLE INSTALLED WHERE ALLOWED BY CODE. IF NOT ALLOWED, COORDINATE WITH E-SHEETS FOR INTERCOM SYSTEM. IA i ', x i; 1 .� ; DOOR SECTION SCALEi 3'I I I 1 i HOLLOW METAL DOOR AND FRAME - SEE 'DOOR SCHEDULE' GYP. BOARD AND METAL STUDS AS SPECIFIED TANT NOTE-P OF T SET TO FIT TIGHTTTO TOP � FINISHED FLOOR - ALLOW NO OPEN GAPS METAL STUDS AS SPECIFIED 2x F.R.T. WOOD BLOCKING FRAME FASTEN AS NEEDED SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED lft� NON -SALES DOOR JAMB DETAIL 1 I 1 COS` G! ' >i'.NGE AM�W�d�I] APR 2 5 2019 METAL STUDS 2X BLOCKING SP SPECIFIED) FASTENED ANCHORED TO STUDS City of Tukwila TOGETHER SECURE TO BUILDING DIVISION SLAB AND METAL E N� FRAME - SECURE AT FLOOR AND HEAD TANT ATE FRAME RUST BE SET TO HOLLOW METAL FIT TNYIT TO TOP DOOR - REFER TO -- - - FLOOR -ALLOW L DOOR SCHEDULE ON NO OPIED $ SHEET AO.30 PAINT MTL. FRAME PER FINISH SCHEDULE GYP. BOARD 4 METAL -� STUDS AS SEECIFIED FRAME FASTENER AS NEEDED POn N N X ~Op f- I) CC QI L J ;n 0 m z S =-0 Q W O0�® Lj1-=NNpm `m UCJO=) _-c mLEI MaD-C-) II J= W Li =) _Jc)O�-J,4zr � a .- cn c. to a � LU a A Z' O A v Q KZFu Pama � w �> i-ii w 00 w a to LU Ci b V Gl cc W F is ...t � N r N � � W O t- O t- G Q � � CA W a C] w o: Q Q m O CV o r M LU � Y = V o a co N C] LU J a M O m # U cl) LU oc v LU a U.1 Z CO) U_j00 00 F- CO UNh05 � 'a$ 0 0 F W F J w IS to U. � }_ O OW ;w LLI a 7087 ARCHITECT WILLIAM EDWARD ABBOT STATE OF WASHINGTON 11.18.020.31620 SHEET A FINISH SCHEDULE FINISH SCHEDULE PAINTING NOTES dx-40 O!Z.n 0 N 1, ALL SALES SHELVES * 500KCASE CROWN SUPPLIED OWNERPn-FINIWED. AFTER MASTER FINISH SCHEDULE July 23, 2018 FLOOR FINISHES INSTALLATION, G.C. TO FILL NAIL 14OLES AND APPLY FINAL COAT OF PAINT. COORDINATE 3 r, 0 WITH FINISH SCHEDULE AND INTERIOR ELEVATIONS. BE! EGGSHE UZ) I Kt:j CIEM 5EWfF-GLVb7b-nv1zLw Pill 0 XG>:G SHEEN ... TAG ID DESCRIPTION WHERE USED K)z tog LUSTRE, D = GLOSS, F DRYFALL, G=HIGH GLOSS, K= KEM AQUA, X _j LEGEND: ONE STEP PREP GRIND AND TWO (2) COATS OF ACRYLIC SEALER; REFER TO SALES FLOOR CONCRETE SECTION IN NOVIDEO ROOM FLOOR 1 & 5 GALLON SPECIFICATIONS TAG ID COLOR SPEC BASE BASE SPEC SW FORMULA MFG WHERE USED 314"X3"(19MMX:76MM)WDEXRAN MI=F�r,,P4PRF=Fl�IISHEDPWWLEDTOSUBFLOORWERY6" 92 TO 229 FG4(152 INSTALLED WITH WIRE FOR SPACING, REFER TO SPEC S ECTI-O N 096400 1 FOR PROPER SPAGI H01 1-12TM S.Al ES DEL ONLY) PIA EXTRA WHITE EXTRA PROMAR200 ZERO STOCK PACKAGE COLOR SHERWIN NON -SALES HARD CEILINGS (ROLLED FINISH) InDo-moclIESTI LE(REWDEL SW7006 WHITE VOC, I SW7006 WILLIAMS A&F SALES HARD CEILINGS (ROLLED FINE" PC-2A CC)MPC)SFP-=PLA�K-FLOORNG-F4N]SH—I 1_1111SIARK RIP A.-DDrr�.4r=.F-OR.!�,"PRESISTANG ONI EXTRA)A(HITEE EX-TRA- R20-0-ZERO- STOCK PACKAGEI-011 KIDS S LES WALLS iA imm FP-3 fl/211x "(13P-4mXl27-MKWDEXPANDC)MLOCA4PRF=DIGInIEERED,42RE-F4Nk-,HE)-=GD-FLGORNG-SUPPL4EP• -MIPAGF� F SALE BY GOIDI PCB WH �Pl VOC, I S1=06 WILLIAM IDS I IS VIA I I DOW IT-, NATUAL COLLECTION 'A -ALLOWED 1 EXTRA WHITE EXTRA PROMAR200 ZERO STOCK PACKAGE COLOR SHERWIN NON -SALES WALLS (ROLLED FINISH), CUT EDGE OF PC4 202 X 30" X 3/4" (762MMX 7-62MMX 1I THICK GRANI ABSOLUTE BLACK, POLIS-HE-D Fll MATCH wg]F=l sAmPI r= GROI I� - !NTST013E!18"(3WA.GPGLFPGQLGRT-OMAT-CHLAMC-REM I AQW AAFVESTIRIIIII STOREFRONT ENTRY PORTAL, Al QASI=1WRAPAREA FLOO &431 0 PLIC SW 7006 WHITE VOC, LATEX SW7006 WILLIAMS SHELVING (BRUSHED FINISH) PG4 24" X X 3 W 19WTHICK GRANl ABSOLUTE BLACK, WATM__Fl_AlA_M FINIS H TO MATCH 0\01 A.&F AND HO 1-1-ISTER STOREFRONT aARY PORTAL , , , (6 ........ " A&F SALES TRIM, AND SALES DOORS; ALL BRANDS SA MPLE: G RQUIT Al G GLOR TO AAA TCH LATIGRETE #22'MIDNIGHT ll (DqMOR) EXTRA WHITE EXTRA PRO CLASSIC, STOCK PACKAGE COLOR SHERWIN P-11D SW 7006 WHITE LATEX ENAMEL SW7006 WILLIAMS NON- SALES DOORS (ROLLED FINISH) AND TRIM I SHEET VINYL FLOORING; REFER TO SPECIFICATIONS RESTOOM & MOP SINK CLOSET FLOOR (WHEN , (BRUSHED FINISH) APPLICABLE) IQ P-1F EXTRA WHITE EXTRA WATERBORNE STOCK PACKAGE COLOR SHERWIN NON SALES OPEN CEILING (SPRAY APPLIED DRYFALL) 24" X 24" X 3/8" THICK CERAMIC TILE. MODEL: STRATOS ATLAS, COLOR: NEGRO. GROUT JOINTS TO BE 1/8" (3l GROUT HOLLISTER ENTRY PORTAL ==j SW 7006 WHITE ACRYLIC DRYFALL SW7006 WILLIAMS COLOR TO MATCH LATICRIETE#22 MIDNIGHT BLACK = JP4-K EXTRA fTE GUSTO KEN-AQUA-600T F7MAWAII SHERVIAN_ WILLAAAS AWCASHWI;�AP&EACKWRARGA ETSHEIVES9 EIASE� I ROOM DOORS; OUTLET A&I I PQIIS;HRDC-ONIGROERC)C)RTC)A4ATCHCONgRC)I SAA A&F; REIzERTO POLISHED CONCRETE FINISHING SECTION IN HOLLISTER SALES FLOOR (W=IERE REQUIREDBYC=E� svvq-gw GASHWRAP & B4P-,TRIM4-CNBINET SHELVES FC-9 HOMOGENOUS SHEET VINYL: ARMSTRONG MEDINI H5302 COLOR - DEEP GRAY RESTROOM & MOP SINK CLOSET FLOOR TRICORN BLACK STOCK PACKAGE COLOR SHERWIN HOLLISTER VESTIBULE CEILING, STOREFRONT WINDOW I I P-2A SW 6258 ULTRADEEP CASHMERE, LATEX SW6258 WILLIAMS SOFFIT, & FITTING ROOMS (ROLLED FINISH) CARPEAND PAD. CARPET BY OWNER -PAD BY GC- CARPET PAD (WALL-TO-WALL): TREA[3nMOR 2580 BY SPONGE CUSHION A&F FITTING ROOM AND FITTING ROOM ALCOVE FLOOR TRICORN BLACK ULTRADEEP CASHMERE LATIEX STOCK PACKAGE COLOR SHERWIN HOLLISTER VESTIBULE & SURFBOARD WALLS (ROLLED FC-10 INCE, A LEGGESTT & PLATT COMPANY (902 ARMSTRONG ST, MORRIS, IL 60450) (800-435-4062) (WWW.SPONI E SW6258 , SW6258 WILLIAMS FINISH) CUSHIONI (WHERE ALLOWED BY CODE) te) 0 -t 9 TRICORN BLACK ULTRADEEP PRO -INDUSTRIAL STOCK PACKAGE COLOR SHERWIN HOLLISTER STOREFRONT WOOD& METAL, A&F 1 1-: 04 11 P-2C ISW6258 ACRYLIC B66-650 SW6258 WILLIAMS STOREFRONT MULLIONS 111 HONED, ODINGRETE FLOOR REFER TO POLISHED GOINGR01E FINISHING SPMnN INSPEGIF�kTIONS OLI SALES I x 0 V) '0 04 HOLLISTER VESTIBULE & SURFBOARD TRIM (BRUSHED 1 "0 Q� -- P-2K I TRICORN TRICORN BLACK CUSTOM KEIMAQUA 600T F73WXB26067-4303 SHERWIN FINISH), HOLLISTER CASHWRAP & BACKWRAR PC 12 BQSTIK SANDED DRY MI 42'FRIENGH GRAY' l_ I AND PARTIAL SALES AREA FLOOR m _t :D m 0 SW6258 WILLIAMS STOREFRONT EASEL FRAME (HORS ONLY) ACCESSORY m Z m 1 FIXTURES FC-13 MALL MATCH FLOORING, CONSULT WITH LANDLORD REPRESENTATIVE TO SOURCE FOR INFILL BETWEEN STOREFRONT AND LEASEI < V) 0— STOREFRONT ENTRY PORTALS WHERE REQUIRED I . RBI TRIGG j LACK ULTPADI PROMA R200 7PI STOCK PACKAGE COLOR SHERWIN HOLLISTER REMODEL SALES G LING I FINISH) FQ 14 85 MM X 9 &IK:PIL 3 111 ROUT JOINTS, GROLIT GG LOR TO MATCH LATICRETE COLOR #45 RAVE-bi HOLLISTER SAII FLOOR (NEW STORES ONLY4 Lj 00om -m- VGG, LA S\A6258 WILL —IAMB GILLY HICKS CARVEOUTSALES LING (SPRAY FINI 1ono X42OX12MMTHIC;K(47-"X47-"X4i2")GEROkMICT-'--.--.I SAMPLE, GROUITOBE31VINI(VE12). 1 rm TO AAA TCH DA m LLJ I m — C -) a a FG i5 A&F-SAILES1,001.11 !-(-)OR E P2F FLAT BLACK LIP WATERBORNE STOCK PACKAGE COLOR SHERWIN KIDS SALES OPEN CEILING (SPRAYED FINIS" MORTARTO AAATC141 ATICRIFT9#22 MIDISIGHTRI A SW B42BW3 ACRYLICDRYFALL SWB42BVJ3 WILLIAMS HOLLISTER SALES OPEN CEILING (SPRAYED FINIl FG 16 COMMATRENGAI MI=ORBLAGK,PLERN4-9a�loo FNI ANA I K OFF MATT (E)(TERIORONI _j (.) 0 Z !BLACK PRID-INDUSTRI STOCK PACKAGE G011 SHERWIN rnREERONT SANDBLASTED PLANK G I ASS PAVERR GORINIGSYST04TC)A4AT-GHQ.A.IN'ERS SAMPI LAMINATED' QN4 NGLASSPI-ANK A &F SA I ES STA IR TREA I A I I A 1DINGS (WHERE V) 0 CID 0 v P2X SW6258 ULTRADEEP ACRYLIC-B66-650 SM258 - - WILLIAMS31 HOL-Li OR S WOOD & METAI FIC 17 rHICK (12.54.6+12.54,602.5l SO LID G LA 22 PA NIER SA NI A STED ON A I VISIRI Em 21 APPIl PROMAR200 ZERO R2 RED 101 6 17 0 o SHERWIN POLISHED CONCRETE TOPPING - TRU GRAY HOLLISTER I SALES & NON -SALES us P-3C RED REAL RED VOC, LATEX RO RED 1 0 15 0 0 WILLIAMS NON -SALES NO STORAGE I ELECTRICAL PANELS NON-SALES Ul > > Y1 YELLOW 00 4 1 32 0 1 0 W Ge B(TRA PRO INDUSTRIA.1 Ell EILAC 2 40 0 4 SHERAIIN WALL BASES 1 Um, 6 P__5C R 4T]NI ll GPAY WHITE I A CRY' IC ICI 0 8 4 4 VAffl I [A I NON SALES STAIR STRUCTLIR-PAND RA I I ISTERS 0 lu LU 5 a J�! 0 47- 4 0 TAG ID DESCRIPTION WHERE USED R-65F IRON ORE Inon DEE kA0_TERE39RNE- STOCK PACKAGE COLOR - - - - SHERA44 OLTILET SALES OPEN CEILINGS I APPL19D 0 Ix SW4m A. CRYLIG 1 SW069 WILLIAM DRYFAL-L) \A@ 1 &4kTLHGH GALVANIZED METAL r - I - A nX , A - �n[) BASE OUTLET & HOD LRE-SALES-ROOMS CIO a I- - P-6X IRON 0: ULTRADEEP PRO-INDUSTIl STIDCK-P�� - - - - SHERWIN- A&F-EXTERIOR STOREFROIl kNB_2 ... 41CH-14OARDING HOARD] a 0 . SWqm ACRYL aB66-650 SAA.9069 I I \AAI I IA A d Zi 84 2 658 4 4 TEA GB 50-\A�SUPPLIED44NSTALLIMEW-G-C-. RES Q M S_ PROMA R200 ZERO L4 6 28 4 4 SHl WB-4 3/4" THICK WOOD BASE- GRADE I HARDWOOD SALES AREA BASE P-713 HOLLISTER-I ULTRADEEP HOLLISTER-BARRYakIDIEKS VDG,J-kTEX N1- 0 24 0 0 \A4Ll POLISHEIDAR-S G-Lill BLACK GRAIS .1 15l HIGHX3142 (191 THICK WITH PQ LISHED 9WEI= ATTOR, REFERTODESl R3 0 49 0 4 M 6 DRAW(01-ITC91-GRIO I ILATIGRETE#2222AMDNIGHT A&F STOREFRONT E4 2 3 0 0 -BLACK" &PACING TO MATCH DRAWING- S_ HOLLISTERLIGHT Y-3 0 4-2 4 0 SH6;ZW4 LL BEHIND S P III DEEP GASHM RErLATEX WB-10 3/4" STAINED (SF-29) WOOD BASE AND SHOE MOLDING GILLY FITTING ROOMS AND ALCOVE ca G I R2 0 4 4 4 WILLIAMS ONLY) W4 0 46 4 4 WB-11 PAINTED (P-33K) BASE AND SHOE MOLDING GILLY SALES AREA w SHERWIN HOLLISTER CABINETS, SALES TRIM &DOORS, HOLLISTER W11) I UIVI rlr7jvl MWU/I\ Wu I r10/AL0UD - - - - WILLIAMS FITTING ROOM WALLS AND DOORS, ROLLE5DFINISH LB 2 44 0 0 RID 0 3 0 0 S1 III Im Ramon SUI AM' I WHITE FLOOR I NlSHAA11TH Y-0 0 44 0 0 EP(- HOLI.1STER-SALES_W1DOD_FLOOR CATALYST PB 0 2 0 0 FLO INS TIN 0 42 0 0 VENDOR PG 0 7 0 0 Ll BLUE 0 10 0 0 P-13A LIGHT GREY EXTRA CASHMERE LATEX N1 RAW UMBER 2 2 0 0 SHERWINHOLLISTER SLABS CEILING, SPRAY FINISH WHITE R3 MAGENTA 0 13 1 0 WILLIAMS B1BLACK 1 4 BLUE Im 0 n 0 40 1 n 0 n EXTRA NI RAW UMBER 2 2 0 0 SHERWIN HOLLISTER& GILLY HICKS CARVEOUT SALES WALLS; P-13B LIGHT GREY CASHMERIE, LATEX WHITE R3 MAGENTA 0 13 1 0 WILLIAMS OUTLET HOLLISTER SALES WALLS& DISPLAY WINDO) I BI BLACK 0 1 0 1 1 0 I BLUE 0 10 0 0 P-13L LIGHT GREY EXTRA WHITE CASHMERE I N11 RAW UMBER R3 MAGENTA 2 0 2 13 0 1 0 0 SHERWIN WILLIAMS HOLLISTER FITTING ROOM CEILING, ROLLED FINISH BI BLACK 0 0 1 0 LIGHT REY GUSTO KEMAQUA-600T IANA.34.739-4337- SHI Omer HOLLISTER SAI CASHWRAP& RACKARAPI, SHEL-VE-S- P 13 - - - - �Agl I IA A 0 4 0 0 BKTRA CASHMERE: LA G2 NPAIGIRED 0 33 0 0 SHERWIN A&FSALESWALLS, UNDERSIl F.A.1-SER-E-A.Al PASS ROUGHS P 16B STONE+0RBQR �pm R2-MAROON 0 23 0 0 WILLIAMS y 2 DEEP G01 0 4 0 0 GI F7MANXXXXXX 4327 SHI A&F CABINET PANELS AND E1ACWJRAPVVALL (V GAGOVERANII P 16 STONE HA RROR KEMAQl 690 - - - - P-18K Sill WHITE SW7021 CUSTOM KEMAQUA 600T SW7021 - - - - SHERWIN WILLIAMS GILLY HICKS CARVEOUT TRIM, DOORS, CABINETS, CASHWIRAP & BACKWRAPSHELVES KIDS TRIM &SALES AREA DOORS U.N.O. pig DERBYSHIRE� CUSTOM KEMAQUA-600T SW66744 - SHERWIN. WILLOAS K1DSjCASHWRAP 9. RACPAIRAP P 20A GAS. 134-5 GSP-345 BENJAMIN MOORE GASHM EWR4PGSP BENJAMIN P 20B 345MDBRRI GSP345 CITY SHADOW-GSP-60 P21B P-33K ROY CROFT PEWTER SW2848 CUSTOM KEM AQUA 600T SVV2848 SHERWIN WILLIAMS GILLY HICKS BRA LIBRARY CABINETS, SALES BASE AN CROWNTRIM P-34B MARCH WIND SW7668 I EXTRA WHITE CASHMERE- LATEX SW7668 SHERWIN WILLIAMS GILLY HICKS SALES WALLS , P-34K MARCH WIND SW7668 CUSTOM KEM AQUA 600T SW7668 SHERWIN WILLIAMS GILLY HICKS WALL ASSEMBLY PANELS & BACK OF BOOKCASECABINET P-34G MARCH WIND SW7669 EXTRA WHITE KEM AQUA 600T SW7669 SHERWIN WILLIAMS GILLY HICKS STOREFRONT WAVE PANELS P-35L PEWTER CAST SW7673 EXTRA WHITE PROMAR200 ZERO VOC, LATEX SW7673 SHERWIN WILLIAMS GILLY HICKS SALES CEILING (SPRAY FINISH) P-36B PRIVILEGE GREEN SW6193 ULTRA DEEP CASHMERF, I 1 SVT61 93 SHERWIN WILLIAMS GILLY HICKS FITTING ROOM ALCOVE & HALL WALLS, IFAIREIDWITI P-37A COASTAL PLAIN SM192 ULTRA DEEP CASHMERE, I SW6192 SHERWIN WILLIAMS FITTING ROOM ALCOVE& HALL CEILING P-38B TOUCHING WHITE EXTRA CASHMERE LATEX SV\16609 SHERWIN GILLY HICKS FITTING ROOM WALLS & CEILING, PAIRED CEILING FINISHES TAG ID DESCRIPTION WHERE USED C-1 24" x 48" (600 x 1200MM) ACOUSTIC CEILING TILE NON -SALES (WHEREAPPLICABLE) C-2 24" X 24" (610 x 61OMK) ACOUSTIC CEILING TILE, PATTERNED, PRE -FINISHED BLACK HOLLISTER SALES (WHERE APPLICABLE) C-3 PAINTED GYP.BD.; REFER TO REFLECTED CEILING PLAN SEE REFLECTED CEILING PLAN G"4 A.11I PAIR— R_EFFRTO_REF LEGTEDjGE1LING CEILING FLA G-5 PREPI I.A.100D SLAT HO I ISTI VESTIBULE -CEILING PEYNOBOND PANEL (SUPPLIED BY OWNER) HOLLISTER PORTAL CEILING too > ca In Of o 0 V) SPECIAL FINISHES TAG ID DESCRIPTION WHERE USED SF-1 SHEET METAL PANELS: 18 GA. GALVANIZED SHEET METAL PANELS BUTT JOINTEDTOGETHER TOP EDGE SHALL BE HEMMED 10MM / ROLLED OVER WITH LEADING EDGE TOWARDS WALL. CORNER GUARDS IF INDICATED ON DRAWINGS ARE 2" x 2" STAINLESS STEEL. NON -SALES WALLS AS SPECIFIED SF-2 P13ERGLASS NELS(F.R.R.) \AHlTE-PEBBLE-PNISH= FACTORY j-MOLDAND4NS4Dl�MOLDNGS RESTRC)(-)A.A.�.A.�.A.1-1-S-T(-)Fi4"A.F=.F=.A�DB INDIDRINKING FOLINTAINS TO 482AL.F.F. SF-3 518" TAPERED EDGE GOLD BOND HII-IMPACT GYPSUM BOARD, TYPEX CORE NON -SALES WALLS AS SPECIFIED _4 SF VGRQ(O_.1E=S_HF_ET 43/4"\AADEO.C.1-1�IFINII-SHE—DPRIA-AEDWGC)DPANEI=(471.9-"xl2-f)"xl.1-2".... 34L�GABINI_= IS ANDRACKIARAPINAII A &F EL_.. BASKS -QkBINI SF-5 34'(1 9NM THICK FIRE RETARDANT TREATED PLYWOOD- DONOT PAINT, USED FOR WAINSCOT NON -SALES WALLS AS SPECIFIED SF-6 FROSTED Pill I 3M 9 ISTED CRYSTAL 7725SE 314 STOREFRONTAAANDOWS AS SPECIFIED SP4 I A CK Fil I 3M S; A' I Ar )R A PPROV4PZ=QLWL COTr_HQ _-K 779 -5 1_2 C_ ST]OREFRONT AANDQW&OFSPE�El SF-8 2MIDAYINIGHTFUM DARK GRAY 2635 047-4 STOREFROI (IF SF-9 1/4" (6111 CLEAR GLASS MIRROR SALES WALLS AS SPECIFIED SF-1 1 3MMTHICK ACM PANE1 BY REYNOBOND OR API. COLOR- LARSON "CLASSIC BLACK (HOLLISTER)" AND "UC RV2 WHITE (GILLY)". EXTERIORS USE 6MM THICK - STOREFRONT AS INDICATED ON DRAWINGS SF-42 1142 LOW RON CLEAR PLATE LASSMIRRIORI"( WIDE BP�EL ALL SIDES.A. LLZKPOSEDEDGES-OF-MIRR(RS:PO- I A 4F SALES 11 4G�MIRROI (6MMI -BEGROUNDAN , ANDS FINISH, SR 13 PEEL 0 I= PAINT (TEMPORARY DURING GO NSTRII ONLY) HO 1-1- IS Tl S TOREP PONT G I IN SF 14 BIACKVISQUIlDiN(TRAPORARY DURINI N Ly) HO I-LIST-M- VESTIBULE PASS Tuo01 IG SF-15 3M FULLY OPAQUE MEDIUM -GRAY 180C-31 / PAINTONE 421 C STOREFRONT WINDOWS AS SPECIFIED SF 16 HTIEG7IJSHBRMANWLLIAMS7-04BURRA�E-BRON7=F= BASE;PGRGH&PLO 202922) Ill FXT I ATEX RAL SA:Al CORORMIll COD, c(�: �7- LIPNCE CGI OR FORNIMI GGE CQl NT OZ-43Z-64-428 W4 WHI :2 10 1 APR 2 5 2019 IS! BLACK 6 22 1- R2 IMAROGN 4 A City of Tukwila t .Y3 DEEP GOLD 7BUIILDIN2_PE!S!ON A&F ((2017) DEENIM ROOM SPRINKLER GOV SF-29 PEANUT -HARD MAPLE WOOD STAIN I GILLY FITTING ROOM AND ALCOVE D66R'S' AM WAIVII 1WHERESPECIFIED APR 02 2I 0 0 ch Uj 1= 0 0 V) 2 m LU 0 Uj 4C CL z w Uj - 00 pj _j Uj � _j 00 _j X .4 T- F. 00 0 LLJ 0 Im z 0 M ll�_ 4 0 = 3: V) 0 Lu Vi Uj Lu- x 6) LL CO Co I-- z j 9) 111 4 z 5 Uj III Uj US CR) LL I �: cc 1 11 7CI87 REGISTERED II ARCHITECT WlLLIAM DWARD ABBOT SW6609 WHITE WILLIAMS WITHWC12 PER MIX C611I WASHINGTON U;7� V1�0* P-39B ANCIENT MARBLE ISW6162 EXTRA WHITE CASHMERE, LATEX SW6162 SHERWIN WILLIAMS GILLY HICKS FITTING ROOM WALLS& CEILING, PAIRED WfTHWC-13 WALL COVERINGS P-40K HIGH FUEFELCTNE WHITE ISW7757 CUSTOM KEM AQUA 600T SW7757 SHERWIN WILLIAMS GILLY HICKS BOOKCASE (EXCEPT BACK PANELS), DRESSERS AND TABLES TAG ID DESCRIPTION TION IV I WHERE USED P-40G I HIGH REFLECTIVE WHITE, SW7757 CUSTOM KEM AQUA 600T SW7757 SHERWIN WILLIAMS GILLY HICKS STOREFRONT WAVE PANELS WC-11 JARDINTROPICAL MINDTHEGAP OFF THE SHELF WALLOOVERING GILLY HICKS FITTING ROOM ALCOVE WALL PAIRED WITH P-366 11.18.020.31620 SHEET WC-12 RACIFICID - PEACH WALLSHOPPE OFF THE SHELF WALLOOVERING GILLY HICKS FITTING ROOM A PAIRED WITH P-38B AO.40 WC-13 I BANANA LEAVES MIND THEGAP OFF THE SHELF WALLOOVERING GILLY HICKS FITTING ROOM B, PAIRED WITH P-39B Plot date: 22 March 2019 K J.8 J H GA G F.5 F.2 ADJACENT TENANT "LEGO" 2' SPR. LINE ON IIIIIII ' ._ ELEC PANEL 'MOW ° I TOP OF LEAN, BTM @ IIIIIII LLL}}} 12 15'-6° A.F.F. EXIST'' 600' $ IIIIIII It t rr145D 3PN � "N& Ic EXISTING LAV I VOLTAGE' ELEO PANEL i LAYIN CLG @ IIIIIII sa sr. �� AMP, GWB CLG @ [1- - 12'-2 3/4' A.F.F. IIIIIII 11 7'-11 3/4' AY. BTM OF DECK IIIII �' ELEC PANEL 'B' I @ 17'-6' A.F.F III �'- i GWBCLG @ ___ IIIIIII (t I 1A"P' 7'-11 1/2' A.F. - - - - - - - - _4hLSX-PANEL_'A iL--�-_-_----- --'_- J G m 5' MALL EXHAUST, STRU RE BURIED IN ( I A I - - r a EXISTING LAV BTM @ 14'-2' A.F.F. I I y 1 - - WALL L - - L - _ - - - - I 0 � 12 I I I RENaEv rr � -{ \ I �� I = � - (2) 2 W ELEC. CONDUIT I I I „j 1 BTM AT 13'-O't A.F.F. I 1 3m rly I II I I i f i I I 6 6Y� L_ Icy ll�� II I I 11jy I' f1 LL w Rom_ �5 -LL DEMO DREAM -AT rop STEAM AND IIy r�Ip9�u n{FI v -I - -----� -- T T= TJ� �L - -� I----- -1�--r TZ � x u col Ip=-- --T--`- �- I I L f= -A I I I I I I I III - �.- - -EXIS$ ING- - I- ( I ( ( I I I I I CEILING IN SALES AREA NONS'ft``LES 1 6 II I d !I dh-_ ( --_-�_ _ 11 I� II u q jl -- --- IL--- I --- I- ��I� - III II I II IIIII - ILL I-- MALL LEASE LINE CORRIDOR (SURVEY) LEASE LINE -MU 1LTIPLE 3/. (LOCI) EXIST. GE 75 KVA / CONDUIT @ roe�imreco 2'-S't A.F.F. ELECT. ROOM 104 MALL CORRIDOR I I I I II M I I ! u� l� I I I I II � II I Iy I I Iy I 1IL I it M( y1 �11 I �II r C-,---- jC1 I yll I uF i r- II I I I III NLJ DUCT, BTM ( i L :J '�'�ac-N ='� Y__- @ 12'-4' A.F.F. A'SPR. LI T1 \ II L - r 6° x zo�LA LORD �' - _ L = J F"I,I "'SUPPLY AIR'CUCT, 87MI ._ _ _ .- __ - - - _ - - --- jF----T TTf-r-II_-l_i ---- I @12'-11'A.F.F. I L --- 1�= _ __�__ ----- I _ -I -I III 13 I I III ( I a 5 I1 111 LEASE LINE L---1--� t:-�------- - �__ I I -�I-- I w 6 I I No[- I (NEW LOCI) UP UP i U-20"xi(-.ftANDI I�- -i -ice' (� _ _ - -L�-- -�- - LAV-3 I I VA*�2 i I TA.F FT1 l III @ I I� - -{ -B; IV-61 AT,-t -I- 6"PVc, BTM - - - I -pt - �-- I I 11 i- 7I- I f I I I I I IA'-T t A.F.F. uP UP UPfi 04 UPI I I I II I I I I I I I I I I I I I I I I I I 1 II 1 i' 1 I I/ (I I _ SAN., BTM I I I III I I I I I B I I -F- +- - -FL- I- 4 - -F = X - � - T� -6t�.F . _ L i — �— �� i-GIVE=BAC YIN CLG @ I I I I I 2'S-"IIDIA. Dig' T, 5 M F VARIES LIP 10'IA.F.F. I ( I SPACE I 4' E LEC. COND, i I I BTM @ �11 =ram' h6 1 A.F.F. I " .I i i i i@ IS"-6' A.F. . I I � 3' SON., OUT d UT r II THRU WALL, BTM M MALL CORRIDOR S � CONSTRUCTION BARRICADE ELEVATION ♦" r 1 I \- +1 I I I TO DEMISE SPACE. - - - - - - - T- - �- \ I I I LEASE LINE(S) \ — — — \a \ MALL v\v 1 4 I COMMON AREA ------------ ---------------- i � i \ UPPER LEVEL LOWER CLG @ BRIDGE ABOVE, BTM 2 1/2' ?FR. LINE, BTM 14'-8' A.F.F. @ W-11 1/2' A.F.F. @ 15'-2"t A.F.F. s \\, BM, BTM @ w-5't A.F.F. 6 I �0T--n 101\ A1 \ \ `--- I IL @ 1 '-5° A.F.F. I I i I I 1 U^ 28TAM.F.F. F. 1'-4' 1 I I I I) w' 10 t--1 -== 15 llur��EE s I I I II i I 3' 1 BTMiL`_ti_J I III i I // 14' . A.F.F. I 4° ELECI COND, I LEASE 2I VAV.11 I I I - Ud IT - I ELEC. COND, \ BTM @ 14'-8 1/2' I - - — A.F.F. t LAYIN GLG @ W-10' A.F.F. 3' SAW., MULTIPLE DROPS, BTM @ 14"-6't A.F.F. ADJACENT TENANT "H&M" (D BARRICADE/DEMO/EXISTING CONDITIONS 1/4" : T-0" AROUND 51DE OF BARRICADE Q DEMOLITION PLAN NOTES 0/ EXISTING LANDLORD LEASE LINE V EXISTING LANDLORD NEUTRAL PIER. PROTECT DURING CONSTRUCTION. O3 EXISTING MALL BULKHEAD ABOVE TO REMAIN. G.C. TO REPAIR BULKHEAD AFTER BARRICADE REMOVAL NEW 'BOSTON BARRICADE' CONSTRUCTION BARRICADE. G.G. TO COORDINATE INSTALLATION WITH LANDLORD PRIOR TO START OF CONSTRUCTION 0 REFER TO MEP PLANS FOR CEILING DEVICE ITEMS TO BE REMOVED, REUSED AND OR RELOCATED. © REMOVE ALL NON-STRUCTURAL ITEMS INSIDE THE SCOPE OF LIMITS AS SHOWN. DEMO TO INCLUDE BUT NOT LIMITED TO: WALLS, CABINETS, NON -SALES SHELVING, DOORS, TRIM, TENANT FLOOR FINISHES, CEILING FINISHES, LIGHTS, SPEAKERS, ETC. UNLESS NOTED OTHERWISE. O PROTECT STRUCTURAL COLUMN. REMOVE ENCLOSURE IF APPLICABLE FUTURE TENANT STOREFRONT PROFILE DASHED IN FOR REFERENCE 10 TRENCH SLAB FOR CONDUIT TO CASHWRAP. REFER TO ELECTRICAL DETAILS. tl EXISTING ELECTRICAL PANELS AND CONDUIT TO REMAIN AND BE REUSED. REFER TO ELECTRICAL FOR DETAILS. 12 EXISTING RR FIXTURES TO BE REMOVED 13 REMOVE AND CAP DUCTWORK NOT BEING REUSED. RECfLIVED CITY Or. TUj;%VILA APR 02 2019 PERMIT CENTER v U1 N �' t) j X 0 '� w m Z o m <C () w 0:2g Lill =Ninpn t W�MM-V Q = W W E _.�a.-toc3caoo Y � wLU 25 �A w w w > q CONSTRUCTION BARRICADE NOTES 1. MAINTAIN REQUIRED MINIMUM CLEARANCE FROM CONSTRUCTION BARRICADE TO NEAREST PERMANENT FIXTURE IN MALL CONCOURSE TO MAINTAIN THIS BUILDING'S EGRESS REQUIREMENTS. IF MINIMUM EGRESS CLEARANCE CANNOT BE OBTAINED THEN COORDINATE WITH FIRE OFFICER, BUILDING REGULATIONS AND LANDLORD TO TEMPORARILY RELOCATE KIOSK OR FIXTURES. IF KIOSK OR FIXTURES CANNOT BE RELOCATED, THEN NOTIFY TO OWNER IMMEDIATELY. 2. MAINTAIN CONSTRUCTION BARRICADE DURING CONSTRUCTION. REPORT ANY DAMAGES TO OWNERS PROJECT MANAGER. O \;� 4 3. ALL DELIVERIES TO SPACE DURING MALL HOURS F SHALL BE MADE THROUGH SECONDARY EXIT. d CONSTRUCTION BARRICADE DOORS FOR FIXTURE Q w \\ COORDINATE OVERSIZED MATERIAL DELIVERY AFTER MALL W � iN FRONT HOURS ONLY. � w F- � � 1 F OVEBACK to SPAM 4. REMOVE CONSTRUCTION BARRICADE WHEN IOOZ OF p w w \\ COORDINATOR OR STOREFRONT 15 COMPLETE OR A MINIMUM OF TWO N t 1 MALL FACILITIES NIGHTS PRIOR TO OPENING. CARE IS TO BE TAKEN m l WHEN DISASSEMBLING AND REMOVING O \ ' CONSTRUCTION BARRICADE. G.C. TO PAINT INSIDE \ OF STOREFRONT WINDOWS WITH BLACK PEEL OFF Q FIT T19 \ PAINT AFTER REMOVAL OF BARRICADE N 0 20 S. RESTORE MALL FLOORING AND BULKHEAD TO A I- 'LIKE NEW" CONDITION AND FINISH AFTER REMOVAL 0 OF CONSTRUCTION BARRICADE. 0. \ 2 W O = U DEMOLITION GENERAL NOTES O 1. WITHIN (2) DAYS OF COMMENCEMENT OF CONSTRUCTION, OR WITHIN (2) DAYS FOLLOWING COMPLETION OF DEMOLITION, � CAREFULLY EXAMINE THE SITE AND REPORT TO THE OWNER ANY DISCREPANCIES IN THE LEASEHOLD DIMENSIONS OR Z CONFLICTS BETWEEN THE PHYSICAL SPACE AND THE INTENT OF THE WORKING DRAWINGS. (PAY SPECIAL ATTENTION TO Q CEILING HEIGHTS AND STOREFRONT DESIGN INTENT.) 2. REMOVE ALL EXISTING LEASEHOLD IMPROVEMENTS NOT REQUIRED TO REMAIN AS S14OWN ON PLAN. DEMOLITION 0 INCLUDES BUT 15 NOT LIMITED TO THE REMOVAL OF SPECIFIED INTERIOR WALL PARTITIONS, CEILINGS, FLOOR C> a - COVERINGS, PLATFORMS, DISPLAY SHOW WINDOWS, CABINETS, ETC. DEMOLITION ALSO INCLUDES THE REMOVAL OF Q EXISTING ELECTRICAL, MECHANICAL AND PLUMBING FIXTURES AND EQUIPMENT AS SPECIFIED ON MECHANICAL 4 LLj ELECTRICAL DRAWINGS BOTH WITHIN THE LEASE SPACE AND ON THE ROOF. CONTACT OWNER IF THERE ARE ANY QUESTIONS CONCERNING THE EXTENT OF DEMOLITION. W V 3. REMOVE ALL EXISTING MECHANICAL EQUIPMENT AND DUCTWORK NOT BEING USED OR NOT SERVING OTHER TENANT ca z co SPACESUNLESS NOTED OTHERWISE. DO NOT ABANDON ANY EXISTING DUCTWORK OR EQUIPMENT, REMOVE BACK TO 4. CHECK AND REPAIR ALL EXISTING OVERHEAD SANITARY AND STORM DRAIN LINES FOR LEAKS DURING DEMOLITION. IF _Uj j 00 V PIPES SERVE TENANT ON UPPER LEVEL, WHERE APPLICABLE, REPORT LEAKS TO LANDLORD'S SITE REPRESENTATIVES 4 Q 2 00 OWNER'S REPRESENTATIVES FOR DIRECTION ON ADDITIONAL COST RESPONSIBILITY. _ 0) 5. COORDINATE THE REMOVAL, DISCONNECTION AND/OR CAPPING OF ANY UTILITIES WITH OWNER'S REPRESENTATIVES. ® O N h z V 6. IN ORDER TO CAUSE THE LEAST AMOUNT OF INCONVENIENCE, COORDINATE WITH LANDLORD A CONVENIENT TIME TO 1-. 2c in PERFORM DEMOLITION WORK. INSTALL ALL TEMPORARY PROTECTED MEANS OF EGRESS, TE1 RY-LIGNTING-AN LU Q W Cl SAFETY DEVICES IN ACCORDANCE WITH ALL FIRE OFFICERS, BUILDING REGULATIONS AND LA LORD REQUIREMENTS. " I C] W J = W o CO- c NNE 7. PATCH OR REPAIR EXISTING FLOOR SLAB, DEMISING WALLS AND ROOFING AFTER COMPLETTI OF A��tt��,,, LIT�N AN OF NEW CONSTRUCTION. COORDINATE WITH LANDLORD REPR AfIVl 111 OR I Q U LU I _j I LL w H O PRIOR TO THE COMMENCEMENT ANY AND ALL ROOF WORK. PATCH, REPAIR AND LEVEL EXISTING FLOOR SLAB AND INFORM NER'S$ENtATIV J (� 0 'Z OF ALL SEVERE IRREGULARITIES IN EXISTING SLAB IMMEDIATELY. AM`J 2V (j) W 8. COVER ANY RETURN AIR OPENINGS PRIOR TO DEMOLITION. �r i0Q J 4 LV t~ LLB) City of Tukwila m = a0 (/) 9. ALL REUSED EQUIPMENT AND UTILITIES ARE TO BE REFURBISHED TO 'LIKE NEW CONDITION. BUILDING DIVI° ION 10. EXERCISE EXTREME CARE DURING DEMOLITION SO AS NOT TO DAMAGE OR DISRUPT ALL UTILITIES OR SPRINKLER LINES WHICH ARE NOT TO BE RELOCATED AND MIGHT PASS THROUGH THIS SPACE TO SERVICE OTHER MALL SPACES OR OTHER TENANTS. G.G. WILL BEAR SOLE RESPONSIBILITY OF ANY SUCH DISRUPTION OR DAMAGE. 71)87 11. REMOVE ALL EXISTING PLUMBING FIXTURES INCLUDING TOILETS, LAVS AND DRINKING FOUNTAINS. REUSE WATER AND V5 ARCHff-ECT SANITARY LINES ASSOCIATED WITH EXISTING FIXTURE FOR CONNECTION OF NEW TOILET, LAV AND DRINKING FOUNTAIN, WHERE APPLICABLE. WILLIAM EDWARD ABBOT 12. WHERE APPLICABLE, COORDINATE THE REMOVAL, DISPOSAL AND/OR RETURN OF ALL EXISTING SECURITY SYSTEMS WITH STATE OF WASHINGTON OWNER'S REPRESENTATIVE PRIOR TO ITS REMOVAL. FAILURE TO DO SUCH COORDINATION WILL RESULT IN G.G. MONETARY FINE IN THE EQUIVALENT OF THE COST OF REPLACEMENT VALUE OF THE EXISTING SECURITY SYSTEM. 13. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY OF ANY SEVERE DISCREPANCIES OR IRREGULARITIES DISCOVERED G 1�� ?�•2 T'1°1 DURING DEMOLITION WHICH MIGHT AFFECT THE CURRENT STORE DESIGN. PAY SPECIAL ATTENTION TO AVAILABLE HEIGHT FOR INTENDED CEILING ELEVATION, MECHANICAL DUCTWORK, RECESSED LIGHTING AND ACCESS TO SIGNAGE. 11.18.020.31620 14, REMOVE TWO UNUSED SERVICES. PULL WIRE BACK TO LANDLORD ELECTRICAL ROOM AND LEAVE CONDUITS IN PLACE WITH PULL STRING. REFER TO E.20/5 FOR NEW SERVICE CLARIFICATION. FINAL TERMINATION AT LANDLORD SHEET ELECTRICAL ROOM TO BE COMPLETED BY LANDLORD ELECTRICIAN 15. REMOVE EXISTING FLOOR FINISH DOWN TO EXIST. CONCRW FLOOR SLAB. OW VENDOR WILL PREP SLAB PRIOR TO INSTALLATION OF CONCRETE TOPPING. a MALL DECK RATED / MALL STRUCTURE \ MALL DIAGONAL BRACE AT 48' O.G. MAX.,rK WHERE WALL IS LOADED ON EACH SIDE SPACE AT 32'O.C. K el- \\ \ ALTO DIAGONAL BRACE AT 45' O.C. MAX., \ �I- CONT. G.W.B. WITH 2'x2r x6° SIM WHERE WALL IS LOADED ON EACH SIDE SPACE AT 32" O.C., ALTERNATE I\ (I � 12'-0' A.F.F.CLIP ANGLE CONNECTION AT 12 -0 A.F.F. SIDES WHERE POSSIBLE \I BRACE METAL STUDS, SEE SHEET A2.00 ADJACENT TENANT / CORRIDOR / EXTERIOR I K A1.10 DEMISING WALL WHERE APPLICABLE-F SECURE BTM. TRACK TO SLAB USING - POWDER DRIVEN FASTENERS MIN. .145'0 @ MAX. SPACING OF 24' O.G. FINISH FLOOR AS SPECIFIED -� �[Et FOR PO4JDER DRIVEN FASTENERS (SILL ANCHORAGE) USE: ERICO TOOL # FASTENERS - ICBO #ER 4546; HILTI INC. - ICBO #ER 1290; #ITW RAMSET/ RED HEAD - ICBO #ER 1147 OR EQUAL (TYP.) SALES FULL HEIGHT -- SCAM 1/2' - 1'-0' GYPSUM WALL BOARD TYP. EACH EXPOSED SIDE METAL STUDS AS SPECIFIED SEE SWEET A2.00STOCK I I ROOM / NON -SALES 5/8" G.W.B. EACH I SIDE OF STUD FROM SLAB TO HOT. SECURE BTM. TRACK TO OF STRUCTURE SLAB USING POWDER l DRIVEN FASTENERS MIN. I I .145'0 @ MAX. SPACING OF NOTE- FOR POWDER DRIVEN FASTENERS I 1 24" O.C. FINISH FLOOR AS (SILL ANCHORAGE) USE: ERICO TOOL # ( FINISH SALES FLOOR AS SPECIFIED FASTENERS - IC50 #ER 454, HILTI INC. - ( 1 SPECIFIED IC50 #ER 1290; #ITW RAMSET/ RED HEAD - ICBO #ER 1147 OR EQUAL (TYP.) CONCRETE SLAB VERTICAL HANGER WIRE BY CEILING MANUFACTURER - SECURE TO STRUCTURAL STEEL MEMBERS AHD (NOT TO DECK). / SECURE PPORT WIRES TO STRU RAL STEEL MEMBERS (NOT TO DECK) - REFER T DETfllL-'T' THIS SHEET FOR COLD ROLLED STEEL CHANNEL BY CEILING MANUFACTURER. bl�ANNEL FURRING BY CEILING MA FAGTURER -SECURE TO METAL JDIS MING PER MANUFACTURER'S CONFORM W/ h REQUIREMENTS SIZING AND SP NOTE: L/R - RATIO NOT EXCEED 200 G.W.B. SUSPENDED CEILING ®ETA SCALE.- 3' - 1'-0' IC50#2244 OR EQUAL TOP CLIP 0 (MECHANICALLY FASTENED) SPRING CLIP BULB CLIP (MECHANICALLY FASTENED) CONTINUOUS 362TI62-54 TOP TRACK ANCHOR TRACK TO COLUMN WITH (1) 3/16' DIA. P.A.F. EACH SIDE OF TRACK WOOD SHIMS A5 REQUIRED (3) STUDS AS SPECIFIED HSS 3x3xl/4 W-0° A.F.F. 3/4' M.D.F. BOARD ON EXPOSED SIDES (WALL TYPE 2B) METAL STUDS AS SPECIFIED SEE A2.00 SECURE BTM. TRACK TO SLAB USING POWDER DRIVEN FASTENERS MIN. .145 4P GYPSUM WALL BOARD ON @ MAX. SPACING OF 24 O.G. EXPOSED SIDES (WALL TYPE 2C) FINISH SALES FLOOR AS NOTE: FOR POWDER DRIVEN FASTENERS SPECIFIED (SILL ANCHORAGE) USE: ERICO TOOL # L4 FASTENERS - ICBO #ER 4546; HILTI INC. - ICBO #ER 1290; #ITW RAM5ET/ RED HEAD - ICHO #ER 1147 OR EQUAL (TYP.) CONCRETE SLAB SALES PARTIAL HEIGHT A2.00 SCALE= 1/2' - 1'-0" 1:-0r 2 j' 1. 3-5/8' x 12' x 1/2' STEEL BASE PLATE (4) 5/8' VIA. 'HILTI HU-EZ' ANCHORS, EMBED INTO CONCRETE SLAB MIN. 4' OR (4) 5/8" DIA. 'HILT 200' RODS, EMBED O MIN. 3" CH STUDS TO COL. W/ T/- 3/I6° DIA. P.A.F. @ 12' O.G. FULL HEIGW #10 SCREWS IVY IMAUR UUMMEUIII MI V -PARTIAL HEIGHT WALL TO C OLM WALL TO WALL CONNECTION STUDS AS SPECIFIED @ 16' O.C. LES PARTIAL EIGHT WALL POST DETAIL P�ooSCALE: 1/2' - P-0' 14 EMT - RUN TIGHT TO STRUCTURE ABOVE(4'-O" MAX. FOR 1/24) 12 GA. VERTICAL HANGER WIRE 0. COMPRESSION STRUT REQUIRED @ EACH SEISMIC RESTRAINT 12'-0" O.G. EACH WAY z AND WITHIN V-0' OF EACH WALL y -1 1144 EMT - BUTT TIGHT TO 1 5/8" METAL JOIST FRAMING DRILL 5/32' HOLE FOR 1/8' BOLT AND LOCK - NUT AFTER CEILING SYSTEM IS LEVELED �a HANGER WIRE SECURE SUPPORT WIRES TO STRUCTURAL STEEL TOP CLIP 7/8' CHANNEL FURRING @ MEMBERS ABOVE - NOT TO 16' O.C. - SECURE TO I ROOF DECK 5/8' METAL JOIST FRAMING 3 o SPRING CLIP WITH MIN. 8 GA. WIRE o ATTACHMENT HOLES ?n COMPRESSION POST 1 5/8" x 16 GA. METAL JOIST FRAMING @ 48' O.G. RES - SPLAYED qT A7 FROM FACHSOTHER ANDPLAYING 45' (MAX..) MOM SUSPENDED CEILING DETAIL NOTE: L/R - RATIO NOT EXCEED 200 CEILING PLANE T GYP. BOARD CEILING SUSPENSION SYSTEM - SEISMIC A3.00 SCALE: 1/4' - 1'-0' KING PIN / 1 '0 EMT - RUN TIGHT TO STRUCTURE ABOVE (4'-0' MAX. FOR 1/24) REFER TO REFLECTED CEILING PLAN FOR FIXED AND FREE SIDES COMPRESSION STRUTS 12 GA. VERTICAL HANGER WIRE SHOULD EXTEND FROM THE COMPRESSION STRUT REQUIRED @ T-BAR GRID TO THE HANGER WIRE ALLOWABLE TENSION EACH SEISMIC RESTRAINT 12'-0' O.C. STRUCTURE ABOVE AND BE EACH WAY AND WITHIN 0-0' OF EACH FASTENED AT BOTH ENDS. #12 NRUNNER 170 lbs. 4'-0' o.c. mox. WALL #10 300 ibs. 5'-0" o.c. mox.VERTICAL - 12 GA.HANGER WIRE @ 4'-0' O.G. NOTE: L/R RATIO NOT EXCEED 200 i/4"� EMT -BUTT TIGHT TO 15/8°METAL tL1 JOIST FRAMING zDRILL 5/32' HOLE FOR I/8' BOLT AND LOCK- CRO55 TEE NUT AFTER CEILING SYSTEM IS LEVELED LOCKING CLIP TO FASTEN CROSS TEE TO MAINTAIN RUNNER - SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS, PLATES WITH BENT / TABS, OR OTHER APPROVED CONNECTORS FOR 2X DESIGN LOAD OR ULTIMATE AXAIL OR COMPRESSION (MINIMUM 60 LBS.) I �a r r moll `\\ i -• - r ■ r r• r ,� I i ; sr •all Fill pillill{ "" • SECURE SUPPORT WIRES TO STRUCTURAL STEEL MEMBERS ABOVE - NOT TO ROOF DECK WIRES MORE THAN 1 IN 6 OUT -OF -PLUMB ARE NOT ALLOWED UNLESS COUNTER SLOPING WIRES ARE PROVIDED. OBSTRUCTIONS TO DIRECT SUSPENSION, •• A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED. •• FOR TRAPEZE SPANS OVER 48' - USE BACK-TO-BACK 1114' COLD -ROLLED CHANNELS (OR EQUIVALENT) MIN. (3) TURNS MIN. IN 1 1/2° (TYPICAL) q(4)-12 GA. SPLAYING WIRES - SPLAYED c' FROM EACH OTHER AND 45' FROM CEILING PLANE (SPACED 12'-0' O.C. IN BOTH DIRECTIONS - FIRST POINT STARTS WITHIN 6'-0' FROM EACH WALL.) (2) #10 SCREWS @ 12' O.G. CONTINUOUS 362TI62-54 TOP TRACK 362S162-54 @ 10 O.C. WITH (1) LAYER 51W GYP. BOARD EACH SIDE HSWx3x1/4 SECURE BTM. TRACK TO SLAB USING POWDER DRIVEN FASTENERS MIN. .145'0 @ MAX. SPACING OF 24' O.C. 3-5/8' X 12' X 1/2' STEEL BASE PLATE 1 ANCHORED TO CONCRETE SLAB FINISH SALES FLOOR AS SPECIFIED CONCRETE SLAB EMBED ANCHORAGE INTO CONCRETE SLAB ALL EC - SEE SECTION N/Aq.00 FOR CABIN ACHMENT AND CONSTRUGTI LAN A2.00 FOR COLUMN LOCA71 DIAGONAL BRACE 3625162-33 DIAGONAL BRACE DBL. 3625162-33 STUD AT STUD AT V-0 O.G. MAX. 4-0' O.C. MAX. DIAGONAL LENGTH II TO DIAGONAL LENGTH 11 20'-0', CONTACT A.U.R. FOR LENGTHS OVER BRACE OPTION 20'-0° BRACE OPTION f 1 AF 2°x2"x6'L. II CLIP ANGLE W/ (3) #10 SCREWS EA. LEG / DIAGONAL BRACE CENTER OVER WALL STUD CONNECT TRACK AT DIAGONALS �� ~-CONT. TRACK MATCH STUD W/ (2) #10 SCREWS IN EA. GAUGE (20 GA. MIN.) FLANGE AT VERT. STUDS ETAL STUD BRACE TTACHED TO TOP OF TRACK CONT. TRACK MATCH STUD /+ / DIAGONAL BRACE GAUGE (20 GA. MIN.) CONNECT TRACK TO VERT. / (4) #10 S.D.S. STUDS W/ (1) # 10 SCREW EA. FLANGE OF EA. STUD EXCEPT METAL STUD INSTALL (2) #10 SCREWS IN EA. FLANGE AT VERT. STUDS W/ DIAGONALS BRACE ATTACHED TO STUD TYPICAL DIAGONAL BRACE A1.10 SCALE: V - 1'-0' * 6'-0" \ ( 1 MALL DECK AL10 MALL STRUCTURE \ \\\ \ RATED ( i \ \ O AI.10 DIAGONAL BRACE AT 48' O.C. MAX., � \ DIAGONAL BRACE AT 4 -0" \ \ WHERE WALL 15 LOADED ON EACH K O.C. MAX., ALTERNATE SIDES WHERE POSSIBLE \ \ \ Q SIDE SPACE AT 32'O.C. A1.10 < k... 12'-0"A.F.F. COJT. G.W.B. WITH2"x2°x6" 1 CLIP ANGLE CONNECTION AT i - 12'-0" A.F.F. A1.10 BRACE REFER TO METAL STUDS, SEE SHEET A2.00 REFLECTED CEILING PLAN' SUSPENDED CEILING EXTEND G.W.B. 6' ABOVE LAY -IN CEILINGS GYPSUM WALL BOARD ON EXPOSED SIDES OR BEHIND SECURE BTM. TRACK TO SLAB USING . : : 5/8 TYPE X G.W.B. CABINETS POWDER DRIVEN FASTENERS MIN..14510 EAC44 SIDE OF STUD METAL STUDS AS SPECIFIED SEE @MAX. SPACING OF 24' O.G. SEALED TIGHT FROM SHEET A2.00 SECURE BTM. TRACK TO SLAB USING POWDER DRIVEN FINISH FLOOR AS SPECIFIED SLAB 70 HOT. OF STRUCTURE PER UL NOTE: FOR POWDER DRIVEN FASTENERS FASTENERS MIN..1454 @ MAX. SPACING OF 24' O.G. DESIGN U465 (SILL ANCHORAGE) USES ERICO TOOL # FASTENERS - ICBO #ER 464 , HILTI INC. - FINISH FLOOR AS SPECIFIED NOTE: FOR POWDER DRIVEN FASTENERS FINISH FLOOR A5 SPECIFIED ICBO #ER 1290, #ITW RAMSET/ RED HEAD - (SILL ANCHORAGE) USE: ERICO TOOL # IC50 #ER 1147 OR EQUAL (TYP.) FASTENERS - IC50 #ER 4546; HILTI INC. - 1CH0 #ER 1290; #ITW RAMSET/ RED HEAD - CONCRETE SLAB ICBO #ER 1147 OR EQUAL (TYP.) CONCRETE SLAB SALES FULL HEIGHT WALL D ONE HOUR WALL FULL HEIGHT A2.00 SCALE: 1/2' = 1'-0' SCALE: 1/2' - 1'-O' A2.00 OPEN -- SCALE: 1/2' 14GA. CLIP ANGLE " ( 1/4' DIA. CONCRETE (3) 1/4 DIA. :�s SCREA LEG, TYP BRACE, SEENS / F-4 PARALLEL TO CONCRETE BEAM TOP CONNECTIONS AL10 SCALE: 1 1/2' - 1'-0' C MAX MAX 1 A1.10 E 3 2 F2 AI.10 (6) #12 SCREWS AT EACH ATTACHMENT J-3 BOXED BEAM CONNECTION TO BOX BEAM C OPEN AX.XX SCALE: SCALE 600S200-54 BOXED W/ ATTACH BOX BEAM TO - 60OT200-54 SPANNING JOIST W/ (3) 3/16' DIA. BETWEEN MST SEE P.A.F. J-4/AI.10 E 1•M 0 It 9 1- N o On N X �t F- w H Lo _ ° Z = �� O W O :2 0 = N cj `m 00 •= c MM^0 o w �tON E W 1 d 3 0--Id Z c in C-) cp o W uj � G 0 O zy F O� i6D > a A 1- w �F _wa t�•3 es u! > a O N z 'i W C) C! V q 43 J `S rn 5 cc + EXIST. BAR JOIST, w VERIFY IN FIELD -\ Q 600S200-54 14GA. CLIP ANGLE / / / F=3 BOXED W/ w BRACE, SEE SECTIONS --/i / J Al.lo 60OT200-54 c Q SPANNING LO (3) 1/4' DIA. SCREWS AT EA LEG, TYP BETWEEN JOIST JOIST SEE o F-2 PARALLEL TO STEEL JOIST/BEAM OR J-4/AI.10 m jL BEAM VIEW F-3 METAL DECK - . O JOIST OR BEAM _ _ _ _ (0 SCREW HRACE STUD TO 9- FRAMING +Lu CLIPS W/ (4)#IOSDS M (2) 2"x2"x3', 12GA. '+ III F=6 FRAMING CLIPS Q _ _ Lt1) A1.10 "JOIST OR BEAM _,VIEW-_F-6 y CGS L _ ivi1E AI'e-1b�'v'�tT APR, 2 5 2019 FIRE SEALANT EACH SIDE I FIRE RATED INSULATION BOTTOM OF EXISTING DECK OR FLOOR ABOVE NOTE: PROVIDE HILTI FIRESTOP SPRAY 1/8' AT TON' OF WALL (TYP.) 6005200-54 BOXED W/ 60OT200-54 SPANNING BETWEEN JOIST OR BEAMS SEE J-4/A1.10, DO NOTE ATTACH TD DECK DEEP LEG DEFLECTION TRACK, MATCH MALL REQUIREMENTS. SCREW EACH SIDE (DO NOT ATTACH G.W.B. TO TRACK) (2) 1/4° DIA. SCREWS AT 16' O.C. NOTE - CONSTRUCT WALL PER U.L. ASSEMBLY REQUIREMENTS SHOWN ON ARCHITECTURAL DRAWINGS Rf=nM CIF FXISTINr. DECK OR FLMR AFM7VE J-1 PARTIAL PLAN VIEW J-z PAM I IAL PLAN VILW 1 r DIAGONALS PERPENDICULAR TO DIAGONALS PARALLEL TO EXIST #12 SCREWS @ 6° O.G. 6005200-54 BOXED W/ 600T200-54 SPANNING BETWEEN JOIST OR BEAMS SEE J-4/A1.10, DO NOT EXIST BAR JOIST /STEEL BEAMS BAR JOIST / STEEL BEAMS MAX. AND 2' FROM END ATTACH TO DECK J-4 BOXED BEAM DEEP LEG DEFLECTION TRACK, MATCH MALL I I CODED NOTES SCREEWREMENTS. EACH SIDE (DO NOT ATTACH G.W.B. TO Oi BOXED BEAM - 60OS200-54 W/ 6WT200-54 NOTE - BEFORE INSTALLING ANCHORS 1 TRACK) 114' SCREWS AT 16' SPANNING BETWEEN JOIST, SEE J-4/AI.10 CONTRACTOR SHALL VERIFY W/ MALL (2) DIA. O.C. n to A T A: . n MANAGEMENT THAT ATTACHMENT SHOWN 15 ( WALL STUD s ■ t MENU 1 ,.. • i, `� a • • • . : • • � ,, � • • - Y S V i Fm m 4 W W V Za � _j� �o v uj O O ® V y z 0 0 V J 0 ui UJ Nu.=..� o PO J z LL 1WLu (1) y 1 17 �REGISTET T ARCHITECT WILLIAM EDWARD ABBOT STATE OF WASHINGTON 111.18.020.31620 1 PERMIT CENTER lit Iliir�o IJ GENERAL NOTES _`2a 1:_ La 48• 0_0' 1. ALL DIMENSIONS ARE FROM FACE OF GYPSUM BOARD TO ABBV. FACE OF GYPSUM BOARD UNLESS SPECIFICALLY NOTED OTHERWISE. DIMENSIONS ON STOREFRONT ARE FINISH SALES DIMENSIONS, COORDINATE WITH A8 SERIES 2. MILLWORK MANUFACTURER IS TO SUPPLY ALL SHOP at 52 DRAWINGS, MATERIAL SAMPLES, STRUCTURAL DETAILS FI AND FIRE RATING/FLAME SPREAD REPORTS TO LANDLORD, BUILDING CONTROL AND CONTRACTORS AS REQUIRED. 3. NO INTERIOR OR STOREFRONT CONSTRUCTION MAY BE B5 ATTACHED OR FASTENED TO T14E ROOF DECK, JOIST BW BRIDGING, JOIST CROSS -BRACING, PIPING, CONDUIT, DUCTWORK OR ANY OTHER NON-STRUCTURAL ITEM. DO CID NOT WELD, DRILL, SHOOT OR SCREW INTO STRUCTURAL 62 STEEL OR JOISTS. USE CLAMPS, TIE -WIRE, THRU-BOLTS WITH WASHERS. REFER TO LANDLORD'S CONSTRUCTION MANUAL FOR METHODS OF ATTACHMENT TO STRUCTURE. CCA W 4. DO NOT USE COMBUSTIBLE MATERIALS SUC 4 AS WOOD BLOCKING, PVC, PLASTIC, ETC. IN CEILING PLENUM OR FRH DEMISING WALL. GI S. NOTE TO PLAN REVIEWER - REFER TO SHEET A3.00 G2 REFLECTED CEILING PLAN FOR EXIT SIGN LOCATIONS. GB REFER TO SWEET A6.00 LIFE SAFETY PLAN FOR PATH OF GCW EGRESS. OCCUPANT LOADS ARE LISTED ON T14E COVER GGB SHEET. GHB 6. ADJUST SETTING BED UNDER EACH FLOOR MATERIAL TO Mi ACHIEVE FLUSH TRANSITION. 1`12 7. ALL TEMPERATURE SENSORS k MOTION DETECTORS IN M3 SALES AREA TO BE PAINTED TO MATCH ADJACENT SURFACE COLOR (EXCEPT DEVICE SENSORS). S. ALL WOOD IN -WALL BLOCKING TO BE FIRE RETARDANT 1% TREATED (F.R.T.) AND BEAR 714E MANUFACTURER'S MI-2 STAMP OF VERIFICATION. WHERE LOCAL CODE DOES NOT MI-6 ALLOW F.R.T. WOOD BLOCKING IN WALL CAVITIES, USE 55 CODE APPROVED ALTERNATE BLOCKING MATERIALS. VWI 9. ALL WET AREAS TO USE WATER RESISTANT 'GREEN SIGNAGE BOARD'. AREAS TO INCLUDE RESTROOt, MOP SINK AND DRINKING FOUNTAIN AREAS. S1 10. WALL BRACING IN SALES AREA: WHERE POSSIBLE, ALL 52 BRACING TO MALL STRUCTURE FOR PARTITIONS IN SALES 5 AREA IS TO BE HIDDEN FROM CUSTOMER VIEW. (BRACING OVER FITTING ROOMS AND VIDEO ROOM IS NOT TO SIS EXTEND OVER SALES AREA WHERE POSSIBLE) 11. G.G. TO INSTALL MARKETING FRAME ABOVE CABINETS AND S7 GH SADDLE HOOKS IN THE FITTING ROOMS 58A GH 12. ALL OUTSIDE CORNERS ON WOOD TRIM TO BE MITERED Sq NON -SALES 4j" -� J. J H G.1 G F.5 I I ADJACENT TENANT LAYOUT POINT LAYOUT POINT SPACE NAC. 7 OA 16 3 - - 3R� 1 - - - i 161 - 1 % I 1 iiaw aia:aCaa:aaa::aCaCaaaaaaa:aaaaanM FIXTURE SCHEDULE �j r�r�r�� a I�3a• � E 9.2 ITEM NVa,D IG IMAGE #6 N/A9.35 NON -SALES EGRESS PATH ARD WALL Q/A9.30 L /V 71BULE VA8.40 USE ONLY tu to us u� ao 0 -1 w m m WHERE REQUIRED BSA/ R T SIGNU/A8.00 NG VINYL U/A8.00 ROOM SIGN R/A9 20 REFRONT SIGN U/A8.00 STEIR WAVE SIGN C/A .15 SYMBOL LEGEND 4GN-WALL MNT'D H/A7.01 SIGN U/A8.00 DOOR TYPE, REFER TO DOOR 504EDULE O1 AO'30 XX WALL TYPE, REFER TO WALL LEGEND THIS SHEET R BIN SIVAII.IO 'IN BOARD 525/All.10 NG TUBE H/AILOO 3),x - M37 2C o �i TYPE II CONSTRUCTION 2:_Gja- (FIRE RESISTANCE MATERIALS) 10 1 - - 1 All wood materials, blocking, interior finishes, 1 2 3'-8' I flooring, to plastics, millwork, trim, coverings etc., ' 1 m shall comply with fire resistant materials for Type II FE t� HOLD m construction as specified in IBC SECTION 603 and B \t3 ! 5 2 I - - - the specified sections of 603.1 "Allowable materials". 7 pZ ,C I Manufactures material specifications shall be I G v � I I provide as request by the building offcial. 9 0 m I ` _ Q 4IN Q I 1 i J m 1----1 �;, I I -2B --- --- 70 _ 00 t I I G SB I LOUNGE 7 0' E 101, _ K - ` O 7.o i - - -1- - 105 n F 7. I - T -A u -- I O W "' 1- I- 1 I- - I v 1 VIDEO 7. 1 a.o rs� ,� A I - 102 1 m b I- - - I - \0 ` �- IB Ul IB 2 1 (} 8 > -- (�'n` I V V of 10 0 I I m �7 b .q `l oWc rn 2 ul A-3 � poi 91-10, 11--7 ' 10 5'' ° 1�` 'p ? - U O t_--J r1`7341I - - -- -. s - - - 3- - - `t - , 18.8 nA 1- di - I : : : I - - - - 1 - 1I 7' MIN. r' - - - - 7 E \,` , 1 GC q�' p p 49 2c GIRL'S 05 1 D o ALIGN J 2B I J J 213 I : qo q� 47a GIRL'S #2 7.0 I - - ( 7.00 7. 6'•-7' 8' 2' 0-7" 8 V-1' ► CO) I I D I 109 1i - - i 7. I ----- -- - - - - - - 7.0 � 12G 2c I--- I 1 I w I _ I s i - - - - _ - ---- ---- \� I I 1B I B 1 B 1 z G2 if -ON le 4j' 6 -7a 4;4' - .. '22 GILLY 2G I ( I F.R. G102 WALL SHELVING u ( GI I n 4 _ 7'-10' 2'-94' WALL SHELVING 5 ` N N g - - - - - - - N 2G 1 I I{ I 10 Q> Q 5 tp o V --- Lai - 9.15 A ---III iO F O A7.o SALES . M2 B G100 8 4c 16 16 FITTING ..o x 03 2E o - Q = W w ALCOVE I I I Q ` ` � F.R. G701 I I I �i 9.15 , Q < 110 110 110 110 110 1, = G103 18 20 I 3« C I I 1 1 i \ m 2E 2E N L'f 20 14 -18 -1 GI x x x s s m i i WALL SH NG , O a G� �3 G3 C3 t3 16 / 10 I m iB - -- -- 11 iD C 141 0 2 5 M2 S M2 S M S M2 S B2 M2 I B 1 B 1 6 6 1 B 1 MI g LVIG2 M Y_ .+ -- --- -- --- -- - --- - _ - 40'-2j' 16 B / Uj ci F ADJACENT TENANT e - ��`� CGS,_ itiC E SPACE N.LC. 9.2 o CONSTRUCTION & FINISH "_�. L era 'S CO) 1/4" = T-Ow APR 25 2 A a FINISH SCHEDULE WALL LEGEND CODED NOTES City of Tu ilk q Iv milli �t ROOM # ROOM NAME WALL FINISH BASE FINISH TRIM FIN1514 I FLOOR FINISH AREA (SF) NOTES DEMISING WALLS 1 CASWWRAP/BACKWRAP - CASHWRAP COUNTER SEE Aq.30, Aq. Q O E6.00 FOR ROUTING POWER AND DATA CONDUITS THROUGH SLAB TO STOREFRONT OA EXISTING DEMISING WALL - PATCH AND REPAIR EXISTING FINISH TO COUNTER. ) aruj LIKE NEW CONDITIONS AND FIRE -RATING. TENANT SIDE ONLY. - MALL SIDE STOREFR T - - - FC-13 N/A SEE EL S' AREA 15 STR T L.L. O ELECTRONIC ARTICLE SURVEILLANCE LEAS) SYSTEM. REFER TO z W NIX 100 PORTAL - - P-2K FC-7 48 SIF OB NEW DEMISING WALL - 3 5/8' METAL STUDS SUPPLIED AND ELECTRICAL DRAWINGS 4 DETAIL VE6.10 _ I 101 VIDEO DISPLAY P-2K/P-25 WB-4/P-2k P-2K FC-28 81 SF INSTALLED BY LANDLORD. G.G. TO INSTALL 5/8' TYPE 'X' G.W.B. �3 REFER TO ELECTRICAL DRAWINGS FOR ALL PANELS AND EQUIPMENT I.I. Z 102 VIREO 1- - - - 49 5F ON TENANT SIDE ONLY PER UL DESIGN U465 FOR A ONE HOUR q NEW PLUMBING FIXTURES - (REFER TO PLUMBING DRAWINGS ON SHEETS � V J 00 RATING. REFER TO DETAIL D/AI.IO TO FILL EXISTING OPENING AI1.t10 FOR AGCESSt ACCESSORY INSTALLATIONS).-1 00 = SALES AREA NEW DEMISING WALL - 3 5/6' METAL STUDS SUPPLIED AND = "Z r U OG O5 START PORTAL TILE W/ A FULL TILE A5 SHOWN. � 103 GUY 5 i P-13B WB-4 P- 2K FC-28 681 F INSTALLED BY U.C. G.C. TO INSTALL 5/8' TYPE 'X' G.W.B. ON z 00 104 GIRL'S 1 P-1313 WB-4 P-12K FC-28 744 SF TENANT SIDE ONLY PER UL DESIGN U465 FOR A ONE HOUR RATING. © FIRE EXTINGUISHER - COORDINATE EXACT LOCATION WITH OWNER'S PROJECT O D oC 0) 105 LOUNGE P-135 WB-4 P-12K FC-26 1,051 SF REFER TO DETAIL D/AI.10. MANAGER AND FIRE MARSHAL. FIRE EXTINGUISHERS - TRAVEL DISTANCE NOT 0 0 W Z 106 GIRL'S 2 P-135/P-25 W5-4 P-12K/P-2K FC-28 861 5F SEE ELEV'S FOR BACKWRAP TO EXCEED 75 FEET (CONFIRM EXACT LOCATION 4 QUANTITY SHOWN ON I.- V N F Q 107 GUY'S 2 P-135/P-2B WB-4 P-12K(P-2K FC-28 6% SF SEE ELEV'S FOR BACKWRAP INTERIOR WALLS PLAN WITH LOCAL FIRE AUTHORITY) Z `� in 110 FITTING ROOMS P-IM/P-12K WB-4 P-12K FC-28 435 SF SEE ELEV'S FOR HI/LOW WALL FINISHES IA EXISTING TENANT WALL - PATCH AND REPAIR EXISTING FINISH TO O PAINT FLOOR P-3C BELOW SAFE 36' X 36' AND BELOW ELECTRICAL = Li Q W r d LIKE NEW CONDITIONS AND FIRE -RATING (IF ANY). PANELS TO ALLOW 3'-0' CLEAR AT ALL TIMES. (IF WALL 15 LESS THAN �+ W J = ULI p G100 GILLY SALES P-348 P-33K P-33K FC-28 644 SF , 8'-0' AWAY FROM PANEL PAINT ENTIRE FLOOR AREA AT PANELS.) W I- w GIOI GILLY ALCOVE P-36B/WC-11 SF-29 SF-29 FC-28 85 SF SEE ELEV'S FOR WALL COVERING LOCATIONS IB NEW SALES FULL HEIGHT WALL - 3625162-33 16 O.G. ONE (1) f I-� J I- G102 GILLY FITTING ROOM P-385/WC-12 SF-29 SF-29 FC-28 36 SF SEE ELEV'S FOR WALL COVERING LOCATIONSMMKLAYER 5/8' GYPSUM BOARD ON EXPOSED SIDES. FOR CABINET ® PAINT PLYWOOD BEHIND ELECTRICAL EQUIPMENT AND AUDIO CABINET P-IC. (�,� Co �' (� Z G103 GILLY FITTING ROOM P-39B/WC-13 SF-29 SF-29 FC-28 70 SF SEE El"'S FOR WALL COVERING LOCATIONS 1- ' J 0 (� LOCATIONS, INSTALL MDF TO 8 0 , THEN GYPSUM BOARD FROM W-O' TO 6' ABV. CEILING. REFER TO DETAIL H/A1.10 AND CABINET STORAGE SHELVING FIXTURES - MOVABLE d FIXED SECTIONS (REFER TO J (/� I;; DETAILS 544EET All.10). LEVEL FLOOR SLAB UNDER FIXTURE AREA TO A MAXIMUM Q 0 W n. U.1 a 1D NEW FULL HEIGHT WALL - REFER TO STOREFRONT AND TOLERANCE V8' IN IO'-0' {REFER TO SPECIFICATIONS) 0 _ �: 20 N N STRUCTURAL SHEETS FOR FRAMING INFORMATION. 10 EAS ALUMINUM SNEILD BEHIND DRYWALL AT VIDEO AND VIDEO DISPLAY INDICATED BY HEAVY LINE. (REFER TO DETAIL M/A8.40) NON -SALES AREA 1E NEW FULL HEIGHT - 362SI62-33 METAL STUDS 0 10 O.C. W/ ONE 11 SF-1 WAINSCOTING TYPICAL AT LAVATORY MOP SINK WATER COOLER (1) LAYER 5/8' GYPSUM BOARD ON EXPOSED SIDES 70 DECK. ' r 111 EXIT HALL-IC/5F-5 - - FC-1/P-3G 363 5F SEE CODED E 7 HARDWARE BIN AND HANG BAR BIN. INDICATED BY HEAVY LINE. (REFER TO 112 WOMEN'S LAVATORY P-IG EXISTING EXISTING EXISTING 60 SF ALL EXISTING FINISHES TO REMAIN REFER TO DETAIL V/A1.10. FOR CABINET AND FITTING ROOM ) ,, 7087 113 MEWS LAVATORY P-IC EXISTING EXISTING EXISTING 60 5F ALL EXISTING FINISHES TO REMAIN LOCATIONS, INSTALL MDF TO 8'-0', THEN GYPSUM BOARD FROM DETAIL VA11.00 AND FINISH SCHEDULE ,\1G, iEt2� 114 STOCKROOM P-IC/SF-5 - - FC-I/P-3C 1147 SF SEE CODED NOTE 7 8'-0' TO DECK !2 SF-5 WAINSCOTING TYPICAL AT ALL NON -SALES WALLS EXCEPT AT SF -I ARCHITECT LOCATIONS, (REFER TO M/AI1.00 AND FINISH SCHEDULE). 13 FLOOR DRAIN, REFER TO PLUMBING PLAN WILLIAM EDWARD ABBOT 2B NEW PARTIAL HEIGHT SALES WALL - 362SI62-54 P 16' O.C. ONE (1) STATE OFWASHINGTON LAYER 3/4' M.D.F. BOARD ON ONE (1) OR BOTH SIDES AS 14 MIRROR TO BE 48' WIDE. MOUNT SIMILAR TO M2 DETAIL ON A9.20. PAINT H REQUIRED. FINISHEIGHT 8 W-O' AFF. REFER TO DETAIL G/A9.00 PER NOTES ON A7.01 FINISH NOTES 2G NEW PARTIAL HEIGHTALL SALES WALL - 362S162-33 @ 16' O.C. ONE (1) 15 CORNER GUARD (TYP. AHIGH TRAFFIC NON -SALES CORNERS) - REFER LAYER 51W GYPSUM BOARD ON ONE (1) OR BOTH SIDES AS TO DETAIL WAILOO. �U�c �a ti�+ptq REQUIRED. FINISH HEIGHT ® 8'-0' AFF. REFER TO DETAIL M/A1.10. 16 G.C. TO ENSURE ALL PENETRATIONS THROUGH EXISTING DEMISING WALL 1. REFER TO SPECIFICATIONS t AOAO FINISH SCHEDULE FOR PRODUCT AND INSTALLATION REQUIREMENTS. ARE PROPERLY SEALED TO MAINTAIN I HOUR SEPARATI �SATING. 2. REFER TO A7-SERIES INTERIOR ELEVATIONS FOR WALL FINISH CLARIFICATIONS. i7 AGAIvo 11.18.020.31620 3. 'ROOM AREA' DATA COLUMN IN 714E FINISH SCHEDULE IS TOTAL AREA OF THE LABELED ROOM TO THE CENTER LINE OF WALL OR LEASE LINE. 2E NEW PARTIAL HEIGHT FITTING ROOM WALL - 362S162-43 0 16 O.G. O CITY OF i'i1I�11iILA �- W/ ONE (1) LAYER EITHER 1/2 M.D.F. OR 5/8 G.W.B. ON EXPOSED SHEET 4. OWNERS FINISH FLOOR ELEVATION 70 ALIGN WITH PUBLIC AREA FINISH FLOOR ELEVATION AT ALL DOORS BETWEEN LEASED PREMISES AND MALL SIDES. FINISH HEIGHT 8'-0'. REFER TO E/Aq.20 FOR LAYOUT 18 CENTER SIGN/LIGWT FIXTURE ON OPENING Ga-LMaN AREAS,.. APR 02 2019 S. REFER TO A3.00 REFLECTED CEILING PLAN FOR CEILING FINISHES. D'MENS'Mn jqap IM jft%tq EXISTING FIXTURES AND SHELVING TO REMAIN. REPAINT AS NECESSARY. 6. FITTING ROOM ALCOVE TO HAVE GYP. BD. FINISH WHILE INTERIOR OF ALL FITTING ROOMS TO HAVE MDF FINISH ON ALL WALLS TO 8'-0'. WALLS PERMIT CENTER THAT EXTEND ABOVE 8'-0' TO RECEIVE GYP. B.D ABOVE 8'-0' 20 SELECT WALLS TO RECEIVE LEVEL 5 FINISH Is GENERAL NOTES J.8 J H MATCH EXISTING HEIGHT ® I I EX I 4' 5tl m +J-12 _0" ® I ( ^$ � G-i C-2 • WOMES'S I PRE -FIN. P-13L W W 112 m 29'-4 ° 3'_0° 3'-0" 15'-4k 3'-0° 31-00 • •0 1. ALL DIMENSIONS ARE TO GYPSUM BOARD, UNLESS NOTED OTHERWISE. ALL CEILING HEIGHTS ARE ABOVE TENANT'S FINISH FLOOR. A.F.F. IS SET FROM TOP OF FINISH FLOOR AT ITS HIGHEST POINT IN THE FRONT SALES ROOMS. 2. REFER TO SPECIFICATIONS AND FINISH SCHEDULE FOR PRODUCT AND INSTALLATION REQUIREMENTS. S. REFER TO ELECTRICAL SHEETS FOR FIXTURE t LAMP SPECIFICATIONS. 4. VERIFY ALL CLEAR HEIGHTS AT DEMOLITION. S. ALL CEILINGS MUST PROVIDE ACCESS TO LANDLORD EQUIPMENT, PULL BOXES, J-BOXES, DAMPERS, VALVES, ELECTRICAL DEVICES, ETC. 6. CONFIRM WITH MALL MANAGER FOR ACCEPTABLE METHODS OF ATTACHING TO MALL STRUCTURE. 7. G.G. TO FIELD VERIFY LOCATIONS OF EXISTING DUCTS, PIPING, CONDUITS, ETC. AND NOTIFY PROJECT MANAGER OF INTERFERENCES WITH LIGHTING LAYOUT PRIOR TO INSTALLATION. S. PAINT DIFFUSERS P-13L ON SALES FLOOR AND P-IL IN BOH c-1 PRE -FIN. MATCH EXISTING HEIGHT LIGHTING LEGEND aI IKt)IMFN41lNJ4rARF FRRe)M TLIFI FINISLI FAC_F ItJF WAIN1s I) N e) 7V-1" C-3 P-13A G.1 T F.5 I C-2 P-13L 7 27'-4° NON SIX l!m!!mmmom lg a ��I OR Mimi SNEED END mi�'� m� 00 OlsODE 91-0" 9'-0" 9'-0" 7'-II" i3'-0" 10'-7 C-3 C-3 C-3 WD. TRIM WOOD C-3 P-38B P-37A P-39B SF-29 P-33K C-2 I I 0 © 6 G PRE -FIN. PRE -FIN. P-35L 6 CABINET VALANCE _t i�LE lip APR 2 5 2019 City of Tukwila BUILDING DIVICION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION ® RECESSED ENTRY DOWNLIG14T EM-1 EMERGENCY LIGHT, BLACK ® SUPPLY AIR DIFFUSER GRILLE � SPEAKER - CABINET MOUNTED ® BURGLAR ALARM SYSTEM PANEL TRACK MTD. ® EXIT SIGN, WHITE SPPAKER - PENDANT MOUNTED EAS SPEAKER ® WALL MOUNTED LIGHT FIXTURE, FITTING ROOM EX-2 BEABWOOFER EXIT SIGN, BLACK z � � RECESSED LED CAN LIGHT - GILLY RETURN AIR GRILLE ® SU-PENDANT MOUNTED � SECURITY CAMERA (TYP.) - CEILING MOUNTED, CLEAR DOME SURFACE MOUNTED 4'-01 LIGHT W/ STEEL HOUSING OGRI ®DEVICE x RECESSED DOOR CONTACT - PAINT TO MATCH DOOR. PEOPLE COUNTER -BLACK 0 81/!fit SURFACE MOUNTED 4'-01 LIGHT W/ EMER. BATTERY gGR2 RECESSED DIRECTIONAL LED CAN LIGHT - GILLY ® EXHAUST FAN �C DEVICE# SURFACE MOUNTED DOOR CONTACT - FACTORY FINISH WHITE. FIRE ALARM HORN/STROBE o TRI LIGHTING TRACK FITTING ROOM PENDANT - GILLY O W SEMI -RECESSED SPRINKLER HEAD - WHITE ®DEVICE# ® pEVIGE# MOTION DETECTOR - WALL MOUNTED, PAINT CASING TO MATCH ADJACENT WALL SURFACE IN SALES AREAS. LEAVE FACTORY FINISH WHITE IN NON -SALES AREAS. ® FIRE ALARM VISUAL DEVICE MT MARKETING TRACK C=== TRI NEW LIGHTING TRACK, TRACK TO BE MOUNTED �B TIGHT TO CEILING - GILLY SEMI -RECESSED SPRINKLER HEAD -BLACK KP BURGLAR ALARM SYSTEM KEYPAD SURFACE MOUNTED LIGHT NEW TRACK MOUNTED LIGHT - GILLY ©U UPRIGHT HEAD ® DOOR GUARD ® RI RECESSED MOUNTED FITTING ROOM LIGHT FITTING ROOM WALL SCONCE LIGHTS - GILLY G FULLY -RECESSED SPRINKLER HEAD - BLACK IP IP CAMERA AB r PENDANT MOUNTED SALES LIGHT �O 6P3 O GP2-4 VERIFY FINAL LOCATION IN FIELD W/ (2) FIXTURE PLAN - GILLY PENDANT SPRINKLER HEAD (9) GL BRA CABINET LED LIGHTING REFLECTED CEILING PLAN SCALE: 1/4"c-T-0° CODED NOTES OI LINE OF CROWN ABOVE QREPLACE ANY DAMAGED CEILING TILES AS NECESSARY OR AS DIRECTED BY OWNERS PM 0 INSTALL OUTLET. REFER TO E2.00 FOR POKIER REQUIREMENT. ® CENTER LIGHT FIXTURE WITHIN ROOM O5 EXISTING CEILING TO REMAIN. PATCH, REPAIR AND REPAINT AS NECESSARY OR AS DIRECTED BY OWNERS PM b SUSPENDED GYPSUM BOARD CEILING, REFER TO DETAIL T/A1.10 4 SPECIFICATIONS FOR ADDITIONAL INFORMATION. 0 7 CEILING FLUSH MOUNTED ACCESS PANEL. G.C. TO PROVIDE AND INSTALL 24°X24° METAL CEILING ACCESS PANEL, PAINT TO MATCH ADJACENT FINISH. SEE DETAIL Q/A9.00 0 MARKETING TRACK, ALIGN WIDTH WITH WINDOWS. MOUNTED 2° ABOVE LIGHTING TRACK .. 02,2019 U LO N N X� W o� TT m i m Q w O�:® L,jI—=N0 ji WEc m �UV)M -U o J= W W= N 7 _j 0 J � Z c �") :!o y 'gQ.-cn0(D0-0 �= Ci � 0 q FF W �y. w a q Q h U JF gFW W > 13 OL q GtU {y C1 Ll V Ll 0 N � Z w o C 0 uj C3 cr La a w ir o a a CD 2 2 O N o tD V O `1 L _ Ix U O Y F- N 3 O a Q uj Ix o. u= Q Z U) uj J OD M ui F- 2 00 U opW� ® VP N uj ap0�' t) 1.m uj o uj CO) ♦H �C Z LL J W uj 0 W P. -' OC =�aGooU) N /7 17 �TRE'='GMM WILLIAM EDWARD ABBOT STATE OF WASHINGTON 11.18.020.31620 SHEET r 60 $0. FT. MEN'$ LAV. 60 $0. FT. IB I1 J H G.1 G F.5 I ..0 �I r.-_ 1-1: III- I IN - --- NI 1 IN--1-- III I ® F'W7" W \\\L-------i-------- STOCKROOM 1147 $0. FT. I F_ GIRL'S #2 861 $0. FT. EMERGENCY ILLUMINATION FOR BUILDINGS AND 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 storage: 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 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 foctcandle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded; 421 w � o = wP 2 Ru FITTING RM. 438 $0. FT. 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 bxterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas IBiii= Eri 1 -1 GILLY F.R. 191 $0. FT. rim I _ ,.S£ PORTAL 48 SO. FT. 81 $0. FT. E LO N of F o V) N Xv L,.1 0 Q 0 O � < lit!-=N00= at �WvMm-V o J=WIL`J=�N E J()p Z c M O O O y 'SQ.-to00'0 VIDEO � 49 S0. FT. > W a ac A m 0 U. - 18.8 c 0 �� a � d d v d W t- l7 J � GIRL'S 01 v� 744 SO. as �I ®®® i MEN i Div► � `t,, a LU I i r a ), City of Tukwila awwwa TACTILE SIGNAGE LEGEND LU LU CL s • i } f > > Uj . • { ' .• LU 1. A CLEAR EGRESS AISLE SHALL BE PROVIDED AND MAINTAINED THROUGH ALL SALES AREA TO EXIT DOORS. LU • r •- • ♦- • eiI�IIN� .�11j4 M LLF - • r REQUIRED BY FIRE DEPARTMENT• - - • - • • OR •- • tl1 illll t TO ALL PORTIONS OF BUILDING • • DURINGCo Ii[q .oACal LIFE SAFETY SYMBOL LEGEND FE WALL MOUNTED FIRE EXTINGUISHER �] EAS SPEAKER &D [EK [E] FIRE ALARM DEVICES - SEE ELECTRICAL MEffiEG"�--i SURFACE MOUNTED 4'-0" LIGHT WI EMER. BATTERY NOTE: REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY FIXTURE SPECIFICATIONS DOUBLE HEAD EMERGENCY LIGHT BLACK (SALES) EXIT SIGN BLACK, SALES ® EXIT SIGN WHITE, NON -SALES RECE11 iQ ARROW DESIGNATES DIRECTION .nn AS s 0 W v 3. G.G. TO NOTIFY PROJECT MANAGER OF ANY ON -SITE CONDITIONS J = 0) vt THAT IMPACT FIXTURE PLAN, INCLUDING, BUT NOT LIMITED TO DISPLAY WINDOW CONFLICTS AND COLUMN LOCATIONS. IN -WALL BLOCKING NOTES 7087 ARCHITECT 1. ALL 'IN -WALL' WOOD BLOCKING TO BE FIRE RETARDANT TREATED (FRT) AND BEAR THE MANUFACTURER'S STAMP OF VERIFICATION. WHERE LOCAL CODES DO NOT ALLOW FRT WOOD BLOCKING IN WILLIAM EDWARD ABBOT WALL CAVITIES, USE 16 GA. SHEET METAL OR CODE APPROVED STATE OFWASHINGTON ALTERNATE BLOCKING MATERIALS 2. REVIEW PRESENTATION ITEM DETAILS OF THIS SET TO INSURE ALL ITEMS ARE PROVIDED WITH ADEQUATE IN -WALL BLOCKING FOR ALL WALL HUNG ITEMS IN THE STORE, INCLUDING AT TOP OF MARKETING IMAGE FOCALS. 11.18.020.31620 !Eta 3. WOOD AND / OR PLYWOOD BLOCKING ABOVE CEILING IS NOT )111:1i1LA PERMITTED. ALL BLOCKING SHALL BE NON-COMBUSTIBLE. SHEET ZOS9 4. USE OF COMBUSTIBLE MATERIALS ABOVE CEILING SHALL NOT BE PERMITTED. TYP, SALES TYP. SALES CROWN G•W•B• CROWN F G.W.B. I P-�2K 7I P-13B ( P 12K11 i... P-12K OPEN TO VIDEO DISPLAY / RA^ \ P-12K P -I2K \ TYP. SALES TRIM BASE TYP. BOOKCASE CROWN P. SALES G.W.B. ' CROWN G.W.B. P-12K P-12K�1 P-13B M.D.F. . SA . SA P-1IM P-12K TYP. SALES /'� TRIM TYP. SALES TRIM BASE TYP.BASE TYP. BOOKCASE TYP. SALES CROWN G.W.B. MIRROR CROWN �2K�1 P-13B S�q1 rP�I GUY'S #3 P-DI2K P- 2K TYP.HASELE! TYP. �P-12K BOOKCASE CROWN MIRROR G.W.B. I P-12K �I SDI P-13B GUY'S #2 M.D.F. 11 L_t:_12_K_JP-I2K J I M.D.F. P-12K TYP. SALES TRIM P-I2K BASE TYP. CROWN P-I2K CROWN G.W.B. P-12K P-136 GROWN GROWN P-12K P-t2K G.W.B. P-13B - ---- � �� MIRROR CROWN CROWN SF-9 P-12K P-12K MIRROR SF-9 G.W.B. P-13H CROWN P-I2K G.W.B. P-13B CROWN P-I2K GROWN P-12K G.W.B. P-13B SIG OPEN TO FITTING / A A\ _ OPEN TO GILLY / TRIM TYP \ _ \ I \� A ( --" L�i i U L J - - __ _. � ___ --�--�� _A — —� � _ __ _ �i / P-12K// GIRL'S #I GIRL'S #2 GIRL'S #3 P-12K TYP. SALES M.D.F. P-12K *P-12K TYP. SALES TRIM P-I2K TRIM P-12K ( TYP. SALES TRIM P-12K TYP. SALES BASE TYP. SALES CROWN G.N.B. P-2K P-2B P. BOOKCASE CROWN G.W.B. II (I II CA\ P-I2K \ P-I2K P-I2K TRIM TYP. SA' TYP. BASE TYP. SALES BOOKCASE G.W.B. MIRROR CROWN CROWN P-13H I sl F-a II ��2K II �-I GUY'S #1 GIRL'S tI P-I2K TYP. SAI . SAI BASE TYP. BOOKCASE TYP. SALES CROWN G.W.B. CROWN P-I2K P-28, F P-2K 1 7, �' i M TP TRIM LL12K TYP. SALES TYP. BASE TYP, SALES CROWN 3 TYP. SALES PRE -FIN. G.W.B. CROWN AGM METAL P-213 P-2K�1 SD I R i a 44 OPEN TO Ff ISN SALES BREAK/ \ VIDEO DISPLAY F 2 X- BOOKCASE CROWN G.W.B. P-I2K ( P-2B G.W.B. P-13B G.W.B. P-13B BOOKCASE TYP. SALES TYP. SALES G.W.B. CROWN CROWN CROWN P-13B�1 P-I2K I P� 12K�1 MARKETING IMAGE -SEE DETAIL M/A9.00 t ............. - TRIM TYP. P-12K GUY'S #1 P-12K TYP. SA BASE BOOKCASE TYP. SALES CROWN G•W•B• CROWN F G.W.B. P-12K P-12K w P-I2K P-135 QI< o lz P-I2K M.D.F. \ TYP. SALES LP-I2K BASE TYP. SALES PRE -FIN. TYP. SALES TYP, SALES TRIM TYP. G.1I,g, CROWN G.W.B. AGM METAL CROWN G.W.B. CROWN P-25 P-2K I2K jl P-1313 SF-11 P-I2K P-12K P-2K VIDEO DISPLAY \ P-SA TYP, SALES BASE TYP. SALES BOOKCASE CROWN CROWN P-12K BACK WRAP AND SURF 1! \ � BOARD WALL REFER �S CI OMNI TO SHEET A9.30 CABNINET TYP. SALES BOOKCASE CROWN G.W.B. CROWN P-I2K I P-1313 P-12K I GIRL'S #3 P TYPICAL CABINET O P-I2K M.D.F. P-12K ffF-1 SIDE ELEVATION TRIM P-IZK 7YP. SALES TYP. BASE CI OMNI CABNINET I P-13B MARKETING IMAGE- SEE DETAIL M/A9.00 TYP. BASE M.D.F. 11 LP-12K P-12K 11 P-12K TRIM TYP. SALES TYP. BASE TYP. SALES CROWN \ OPEN TO I. � VIDEO I / I DISPLAY I / i / \ R \ 8.40 A\ FI ISN GUY'S #1 P-138 ' P-12K I P-12K )EN DOOR TRIM TYP. SALES TYP. BASE G.W.B. P-12K TYP. SALES G•WB• CROWN P-13B r P-2K �1 G.W.B. P-13B � Z O y a Qw w v z t vw ww w� > p > LU a a U C] N Z O N > W \\ \ \ / 14 F 0ul GUY'S #1 VESTIBULE GIRL'S #1 < H LNEW \ P 12K I TYP. SALES WINDOW SYSTEI1STOREFRONT P-12K TYP. BASE V4ENDOW SYSTTEMW STOREFRONT P 12K I TYP. BASE P I2K I TYP. BASE WINDOW SYSTEMT ~ o 0:: w BASE B TRIM 4 TRIM TRIM w N C) Q Q m � � 0 V) N o tC M TYP. SALES BOOKCASE TYP. SALES BOOKCASE Y CROWN G.W.B. CROWN CROWN G.W.B. CROWN W S P-I2K P-13B P-I2K P-12K P-136 P-12K U 0 Y f- cl) Z et o m Q \ i I # TRIM TYP. TRIM TYP. _\cc P-I2K ( P-I2K W F BOOKCASE TYP, SALES CROWN CROWN G.W.B. P-12K I P-I2K 1 P-13B GUY'S #3 M.D.F. P-I2K BASE TYP. : z N 0 L cc Uco P-12K M.D.F. SALES P-I2K LNG _ 0TYP. Uj O D WBASE Q ui _j 0 Z NDN S' o m o LU ® W H J o RECFjk1En OF 1 Ui:4tili.A J 0 - - W to J N w OSCITY APR 02 2019 _ '� N v PERMIT CENTER FINISH NOTES 70FEG!STERtE N' ARCHITECT 1. REFER TO SPECIFICATIONS AND AO.40 FINISH SCHEDULE FOR PRODUCT AND INSTALLATION REQUIREMENTS. WILLIAM EDWARD ABBOT STATE OF WASHINGTON 2. REFER TO A2.00 CONSTRUCTION AND FINISH PLAN FOR CABINET ARRANGEMENTS. 3. INSTALL WOOD BASE ON ALL SALES AREA COLUMNS AND WALLS NOT COVERED 1 BY CABINETS. SCRIBE WALL BASE TO TOP OF FINISHED FLOORING. y) 4. ALL SALES CABINETRY SHELVING TO BE PAINTED P-12K OR AS NOTED FOR GILLY CABINETS TO MATCH CABINET. AFTER ASSEMBLY/INSTALLATION OF ALL 11.18.020.31620 TRIM, FILL NAIL HOLES t APPLY FINAL COAT. SHEET 5. AFTER INSTALLATION OF ALL SALES TRIM, CASING, BASE, AND CROWN, FILL NAIL HOLES AND APPLY FINAL COAT. L 1/2" CLEAR ANODIZED G L L 8.2 REVEAL 8.2 8.2 8.2 SF-11 EXISTING MALL BULKHEAD. SIM. PRE -FINISHED ACM METAL PRE -FINISHED AGM METAL G.C. TO PROTECT DURING PANEL OVER 1/2' TILE PANEL OVER 1/2' TILE CONSTRUCTION BACKER BOARD BACKER BOARD 1/2" CLEAR ANODIZED REVEAL -----__ILLUMINATED SIGN - EDGE -LIT LETTERS w/ GOLD FACES (SEE 2 F/AS.25) 2 — — — — — — — — — — — — — — — — — — — — — — — — --- ---------� —MITER CORNER 0 CORNER ROUND TRIM I NEW CEILING MOUNTED 1 1/4' METALLIC GOLD i—MILUSTER J SIGNAGE BEHIND QUARTER ROUND TRIM I GLASS. REFER TOSHOP DRAWINGS ----------------- ------- -� \, 11 EQ I I 16 WHITE PRE -FINISHED M.D.O. WAVE PANELS LmIN li OPEN 19 I MDF BASE PLINTH. ALL SURFACES (I FINISHED IN SHERWIN 14ILLIAMS 7757 HIGH REFLECTIVE WHITE, KEM AQUA 600T (P-40K) ACM BASE TRIM AROUND BASE PLINTH TO MATCH SHERWIN WILLAMS 7757 HIGH REFLECTIVE WHITE, KEM AQUA 600T NEW NEUTRAL PIER (P-40K) PER MALL STANDARDS , t I r ',,t 3 ' A I d, F co U NEW DEMISING WALL % FLOOR z 5/8" GYP. BD. REFER TO CONSTRUCTION PLAN TRANSITION CENTER LINE OF �- --- --- FOLDING DOOR BOX COLUMN - REFER TO - _- STRUCTURAL I DRAWINGS I 1 -` u k LL _ _ -- NEW NEUTRAL PIER - - - PER MALL - STANDARDS - - - - J - z LEASE LINE L 8.2 FLOOR 8.2 NEW 1/2' CONTINUOUS TRANSITION CLEAR ANODIZED METAL SIM. CHANNEL REVEAL BETWEEN STOREFRONT" 8' AND NEUTRAL PIER BY G.G. '- ACM METAL PANEL OVER 1/2' TILE BACKER BOARD LAYOUT POINT 'STOREFRONT rr , ----------------------- 3 1/2' x 1/2' THICK TRIM LINE OF BASE BELOW ON CORNERS (TYP.) --\ 5/S' G.W.B. (TYP.) 1/2' TEMPERED GLASS LINE OF STRUCTURAL BOX BEAM HEADER ABOVE. REFER TO STRUCTURAL DRAWINGS (TYP.) 1/4' BACKER ROD AND SEALANT DETAI L A8.00 SCALE= 1' . 1'-0' I- I � I I I ° I I I I I I � co FRT BLOCKING LEASE LINE EXIST. MALL NEUTRAL COLUMN, PROTECT FINISH ACM METAL PANEL OVER 1/2' TILE BACKER BOARD 3 1/2' x ON COR LINE OF 5/8' G.1 v LINE OF BOX B ABOVE. 5TRU co (TYP.) SF-11 PRE -FINISHED ACM ME PANEL OVER 1/2' TILE BACKER BOARD I I I I in 0 w , 71 OD 'a CLEAR 1/2' TEMPERED GLASS / \ DOOR STOP \ £Q EQ EQ em ®E i VINYL DECAL ONE ON EACH —r DOOR LEAF AND SIDELITE DORMA OR SIM. MANUAL EXIST. MALL NEUTRAL SWING, 1/2" TEMPERED GLASS DOORS COLUMN. FINISHES TO REMAIN SLOPE LEVELING COMPOUND INDIVIDUAL BACKLIT LETTERS W/ SOLID 3/4' PLYWOOD BLOCKING BEHIND PANEL, REFER TO OWNER'S SHOP DRAWINGS 1/4' OPEN G \55 \ JOINT WITH `\ BLACK OWNER \ \ SUPPLIED G ING CLIPS 1/3 POINTS, CLEAR 1/2' TEMPERED GLASS EXISTING MALL BULKHEAD. U.C. TO PROTECT DURING CONSTRUCTION OBLIQUE ANGLE i ( 1/4' PER FT. MAX I I I I z I I I ( N 8.o I I I/4° OPEN JOINT, �i z > I i --I ---I I I-- EDGE OF GLAZING I- BEP-L -S-ZI-u ------ ----TO - - - - - - - i - � -------------- 8.0 5f8L-Q:WB. FRAMING I r N -------------------------- --- I 3-5/S METAL STUD , COLUMN REFER TO _ T_ '/ REFER TO BOX COLUMN �pr STRUCTURAL r 114 CTURAL DRAWINGS TO BE POLISHEDr • - • - r III • POLISHED CLEAR L C 8.2 GLASS D EXIST. MALL ! / FLOOR GLASS / G 8.2 8.2 NEUTRAL COLUMN, ! / TRANSITION L ACM METAL PANEL OVER 1I2" 8.2 SIM. PROTECT FINISH E 8 22 FACE OF TENANT a 0 8 2 TILE BACKER BOARD / +/-7'-0j' 1 ' " #° +/-3'-6I° 1'-b° 11'-11" BULKHEAD ABOVE (2) EQUAL PANES OF 1/2' TEMP. GLAZING 1/2' TEMP. GLAZING (3) EQUAL PANES OF 1/2' TEMPERED GLAZING LEASE LINE TO LEASE LINE 1 1 / 1 , U LAYOUT 8.0 POINT N0D 2-1111r I p_ r (2) 3'-0" DOORS (b'-0") 2 LINE OF STRUCTURAL BOX BE HEADER ABOVE. REFER TO r r STRUCTURAL DRAWINGS (TYE 1/2' THICK -TRIM--- N'` (TAP) BASE BELOW ----- EDGE OF LINE POLISHED, TRANSITION ----- --J FLOORING 141 J------- DUST PROOF FLOOR STRIKE " CENTER LINE \ -- -- 1/2 G 3 ' x 1/2' THICK TRIM ON CORNERS (TYP-) -------- 1/4' OPEN JOI GLAZING TO BE TYP. ------- TEMPERED I.B. (TYP.) 112 mMry / / / / \ OF DOOR PULL \ RECESSED \ CLOSER— \ 2S162-43 @ 16' .C. (TYP. U.N.O.) BOX COLUMN REFER -;-v STRUCTURAL TO DRAWINGS LINE OF BASE BELOW 5/S° G.W.B. (TYP.) I " 1/2' TEMPERED GLASS LINE OF STRU BEAM HEADER REFER TO STR DRAWINGS ( URAL CTU .) - i 1/2' TEMPERED GLASS DOOR �� y\� -rrcv " BOX COLUMN STRUCTURAL DRAWINGS ER TO l ry 7/8' FRT PLYWD, HOLD BLOCKING DETAIL A8.00 SCALE: V - 1'-0' BOX COLUMN REFER TO STRUCTURAL DRAWINGS AM LINE OF STRUCTURAL BOX BEAM HEADER ABOVE. REFER TO STRUCTURAL DRAWINGS (TYP.) 7/8' FRT PLYWD. BLOCKING 1/2' CLEAR ANODIZED REVEAL SF-11 0 PRE -FINISHED ACM METAL PANEL OVER 1/2" TILE BACKER BOARD Y J m EXIST. NEUTRAL PIER ++ ur o a � CLEAR 1/2' TEMPERED m GLASS o z INSTALL ADDRESS NUMBER, 4° 3 NIGH AERIAL FONT A.F.F. FROM BOTTOM OF NUMBERS. COORDINATE EXACT t- LOCATION WITH MALL OPERATIONS. LEASE LINE AT CENTER OF DEMISING WALL NEW 1/2' CONTINUOUS CLEAR ANODIZED METAL z C14ANNEL REVEAL, NO ' EXPOSED FASTENERS EXISTING LANDLORD NEUTRAL PIER CONDITION. G.G. TO PROTECT DURING _ _ C CONSTRUCTION COLT 1 NCE RI-wid4�m �O GENERAL NOTES Bu City of oiv Isi0N 1. ALL STOREFRONT GLAZING SHALL BE TEMPERED. GLAZING MANUFACTURER'S TEMPERING LABEL SHALL BE VISIBLE ON ALL GLASS PANES FOR INSPECTION LOCATED IN LOWER RIGHT CORNER. 2. LANDLORD'S BULKHEAD AND NEUTRAL PIER SHALL APPEAR TO BE 'LIKE NEW' CONDITION AT CONSTRUCTION HAND OVER. 3. ALL BLOCKING AT STOREFRONT SHALL BE NON COMBUSTIBLE MATERIAL. 4. PRESERVE AND PROTECT EXISTING LANDLORD FLOOR FINISHES, NEUTRAL PIERS AND BULKHEAD DURING CONSTRUCTION. ANY DAMAGE TO BE PATCHED AND REPAIRED TO THE LANDLORD'S SPECIFICATION. S. ALL DIMENSIONS ARE TO FINISH FACE UNLESS NOTED OTHERWISE. COORDINATE WITH ENLARGED DETAILS. 6. DOORS TO BE IN OPEN POSITION DURING BUSINESS HOURS AT 105 DEGREES. 7. G.G. TO INSTALL ACM PANEL PER APPROVED SHOP DRAWINGS, ACM PANELS TO BE ATTACHED BY ADHESIVE IN FIELD PER SHOP DRAWINGS. NO VISIBLE FASTENERS 9. G.G. IS RESPONSIBLE FOR REPLACING ANY MISSING OR DAMAGED FIREPROOFING ON MALL STRUCTURE AS REQUIRED TO MEET CODE. VERIFY IN FIELD DURING DEMOLITION RECFIVEC CITY OF 1"Ui:4't:ILA AI 102 2059 PERMIT CENTER E M V N N j X 'a M m O = d W o m = m Q W I- = N t/I p :5 m Q = W W = " _ JUp~-U tz-r- 'SQL-VIUtoa-0 A � W } w U � OG F ac 0 atu zF A�a ma a A F Win ,F SQ o a m a°7e II- kv cp N `r Q F w 0 O i C 0 W cr_ o a •Nac m 0 M � W Lu Y = � � ~ N a 3 � Q z � 0 # m Q W U uj c 2f z LLA �- j CO 60 uj O o LIJ woo L L H UJI Huj o O 4; _j QyW,jW ��r/- Vri =i 00� 7011 ARCI ,IT _CT �EDWARD ABBOT STgTE OFWASHINGTON 11.18.020.31620 SHEET - - - - -- -- 1 1/2' BACKER TUCK METAL EDGE - - BOARD ATTACHED INTO i/A° x 1/8' / ry TO METAL STUD GROOVE CUT INTO = FRAMING TILE BACK BOARD-- -- - - - a MOUNTING - - a PRE -FINISHED I6 BUTT PANELS TIGHT BLOCK _ GA. AGM METAL PANEL 6/8, FRT / PLYWD. ' J io 1 E t9 a l7 u. f -'rnr my i iv lip - rye SLIDING �. DYNAMIC: 708-1 TEMPEREDVERIFY .�i SIZE W GLASS MANUFACTURER WILLIA��::� EXTEND GWB TO DECK �- FOR RATED ENCLOSURE G.W.B. COLUMN ENCLOSURES TO ciao kn 9-10" A.F.F. (IF REQUIRED) RECEIVE METAL CORNER BEADS - 0 a w P-13A FILL 4 SAND TO MAKE SMOOTH (TYP.) �= n 00 2'X2'Xi09'H GALVANIZED METAL G.C. TO ENSURE ONCE CABINET J ~ = N PAINT EXISTING CORNER GUARD. REFER TO N/Ati.00 ' ' " CONSTRUCTION 15 COMPLETE, THERE ( I DEMISING WALL (IF APPLICABLE) o o 1 EXPOSED MALL Ni CROWN - REFER TO NON -SALES ONLY) CROWN - - - , -I b r REFER 70 PLAN o }ro ARE NO VISIBLE FASTENERS, SHARP COLUMN q,0 DETAIL Ni/A9. / EDGES FOR PROTRUDING SCREWS. I m Q G.G. TO FILL NAIL OR SCREW HOLES P-12K L WITH WOOD PUTTY, SAND AND PAINT EXTENSION OF WALL ABOVE (IF LINE OF BASE \ I \ A / APPLICABLE) REFER TO G.W.B. BELOW CLAMP MOUNTED q0 FOR HIGH QUALITY UNIFORM FINISH \ I\/ I / CONSTRUCTION PLAN z P-138 TO IN -WALL CASING #2 - REFER 5/8" TYPE 'X' BLOCKING TOP12'-0A.F.F. TO DETAIL S/Aq.00 G.W.B. TOP OF GYP. BR REFER TO DETAIL K/AI.10 FOR WALL EQ EQ BRACING INFORMATION (IF 14 5!8" TYPE 'X° ^ 0 9'-IW A.F.F. )TOP OF SALES z , ANGLE6T0 ATTACH STEEL84 GYPSUM BOARD. £ 6 BOOKCASE CROWN I GROAN AND CEILING o GROWN -REFER TO NI/Aq.00 11 TRIM TOP 6 BTM. BAR AT BOOKCASE GROWN OVER =_ " TRIM IMAGE EXPOSED t3" I - 3/4 M.D.F. RIPPED I - GYP. BD. ABOVE CABINET 70 12 0 3"x3'xi6 GA. GALV.. �'� STEEL ANGLE TO iv ADJACENT CABINET - - - - - - - - - "' I CROWN CASE BOOKCASE CROWN OVER -- ------_� f 3/4 M.D.F. RIPPED N2 ------1FINISH GRADE M.D.F. W8-4 REFER TO BOARD BEYONDA I � / 9.0 DETAIL S/A9.00 II II II 1 CASING W/ MITERED 3 1/2' I� 8'-0' A.F.F. 'V-O' A.F.F. Isk CORNERS (SALES AREA +0'-0" A.F.F. 11 FLOOR ONLY) Z ❑ p NY ABV. ROOM MARKETING IMAGE #2 METAL STUDS OR METAL PLAN MALL STRUCTURAL COLUMN - BENCHMARK 60" W X 80" H, ELEVATION SECTION CLIP FASTENERS, SECURE SCALE= 3' 1'-0" REFER TO A2.00 FOR SHAPE. INTERIOR BASE IMAGE #2 TOP AND BOTTOM BAR SCALE: 1/2' . 1'-O' SCALE: 1/2° . 1'-0' TO COLUMN. 66 L, SALES AREA COLUMN ENCLOSURE MARKETING WALL ELEVATION A2.00 SCALE: AS NOTED ACLIO SCALE= 1/2' . 1'-0' 1 3, Iq°, l3/4" 8405A.1 .F. 4 + 4 _ FWAL i14' MOUNTING q'-log ISK A.F.F. HOLE CONCEALED BOOKCASE CROWN CONTINUOUS m -- CRO^1N PIANO HINGE _ CASING ALL SIDES OF N MARKETING IMAGE CLAMP, IPAINT MIRROR CASING PRIOR 10 31 X 6" MOUNTING PLATE, TO INSTALLATION /6 iA - AND IMAGE SUPPORT ROD 5/8' RABBET AT TOP HORIZONTAL TRIM IN -WALL BLOCKING 1/4' CLEAR MIRROR SECURED TO CABINET PANELS WITH FULL BED OF MASTIC - 3/8 z 1/8' RABBET AT BOTTOM 24 . HORIZONTAL TRIM 7+=: SCREW DRIVER M CAM LATCH q, i6GA. FRAME WITH 22 GA. GALVANIZED MARKETING IMAGE #2 CASING CORNER BEAD 5/8' G.W.B. WALL OR CEILING 'WB-4' WALL BASE INTERIOR WALL - SEE PLAN - L-DWC FLUSH MOUNTED NON -RATED ACCESS PANEL BY LARSEN MFG. OR EQUAL. 24" X 24' PHOSPHATE DIPPED AND PRIMED 0'-0" COATED TOP OF SALES GABI ET BOOKCASE CROWN OVER 3/4' M.D.F. RIPPED ' — 2'x4" HORIZONTAL IN WALL BLOCKING J q'0 M. NEW WALL PARTITION. REFER T CONSTRUCTION PLAN V-0" X 3/4' M.D.F. PANELS, S Y VERTICAL. VERTICAL LAP JOINT TO BE CENTERED BEHIND WALL STANDARDS. SECURED TO WALL W/ 2-1/2' WOOD SCREWS SPACE 24' O.C. MAX. VERTICALLY. COUNTERSINK ALL SCREWS IN M.D.F.. SET AND FILL FOR CONCEALED FINISH. ENSURE SCREWS PENETRATE HORIZONT BLOCKING (NO VISIBLE FASTENERS). CONSTRUCTION ADHESIVE TO BE APPLIED AROUND PERIMETER OF M.D.F. r+ AND A LINE VERTICALLY FULL LENGTH AT EA. STUD AND STRAPPING 1/2' FINISH GRADE M.D.F. BOAR (BASE SHELF) r� \ � 1 is o , lY � BASE WB-4 REFER TO S/A9.00 0'-0' A.F.F. O AL I 7� OF SALES CABINET i __ BOOKCASE CROWN OVER 3/4' M.D.F. _ RIPPED (SUBSTITUTE SALES AREA CROWN FOR GO -BACK CABINET) o I 3'x3'x24' GALVANIZED ANGLE. MATCH N I ADJACENT FINISH. START GYP. BD. AT TOP OF CABINET 2°x4" HORIZONTAL IN -WALL BLOCKING Nt Los I LO N N .- X o GRADE M.D.F. BOARD M N 3 BEYOND ah rn = NEW OR EXISTING WALL PARTITION. m = o REF TO CONSTRUCTION PLAN m H = U a _ QQ�® 5 o I q W ( Lj mNtnpOt 8'-0' X 3/4' M.D.F. PANELS SET VERTICAL. BE CENTERED U U O -m- m �'� M m `- U p I VERTICAL LAP JOINTS TO WALL STANDARDS. SECURED TO e(= 2 (0 N UE I BEHIND LI W WALL W/ 2-1/2' WOOD SCREWS SPACED 24" J U 1._ J t O.C. MAX. VERTICALLY. COUNTERSINK ALL Z -J 0 M- O 4 O y i SCREWS IN M.D.F.. SET AND FILL FOR ?.► Q VI U Co a -0 `- CONGEALED FINISH. ENSURE SCREWS I PENETRATE HORIZONTAL BLOCKING (NO VISIBLE FASTENERS). CONSTRUCTION W w ADHESIVE TO BE APPLIED AROUNDhe of I PERIMETER OF M.D.F. AND A LINE > I VERTICALLY FULL LENGTH AT EA. STUD w rc AND STRAPPING p WQ to q > q D 1/2' FIN15N GRADE M.D.F. BOARD BASE ( I SHELF (EXCLUDED FOR GO -BACK CABINET) r\ OG Ifl 1- "3 A o ( , ( SASE W5-4 REFER TO S/Aq.00 0'-0" A.F.F. z O FINISHED FLOORFLOOR S SALES " W MIRRORED PANEL SECTION ACCESS PANEL L MARKETING WALL SECTION DETAIL WALL CABINET SECTION WALL CABINET SECTIONus A2.00 SCALE: 3' • 1'-0' A3.00 SCALE: 6° . i'-0' Aq.IO SCALE.- 1 1/2' 1'-0' SCALE: I° . i'-0' SCALE: V. 1'-0' 1/2' FINISH GRADE r M.D.F. BOARD OVER dcm 6/8, GYPSUM BOOKCASE BOARDvp CROWN _ r - 3'x3"xl6ga GALV. , 20 GA 5/8" GYP. BD. P-IRK I STEEL ANGLE METAL STUD ACROSS CABiNEI W qp > LAJ REFER 70 A2.00 5/8' BD. GYPI .IV I FOR CASING FRAMING INSTALLATTON y I - Qn FOR PARTITION I Iw w TYPEREFER TO A2. \ FORp RTITITYPEOJ I - - - - - - HORIZOOTAL BLOCKING G.W.B. PAIN1 TO MATCH I I AS REQUIRED m P-12K CABINET FINISH BUTT JOINT SEAM IN MDF. 1 ' ! !4 1!4 1l4 N G) i/4" I 1/4° I I TRIM P-12K COVER SEAM WITH STANDARD A5 SHOWN \ - - - - r (�1 pADO ONLY MIRROR FOR �' - - iv) I #14x2 1/2 COUNTERSUNK W/ WOOD LINE OF WALL 1 1 - - - - `- 6 ! ` M Y INSTALLATION - - - 3 1/2" - - 3 1/2' « �I ml I SCREWS @ 12' O.C. VERT. - USE MAX. SIZE ALLOWED IN STD BASE BELOW - - - �- 3 5/8" 20 GA META! - _ _ - - - - - - - - - 5/8" GYPSUM Lu V I/1 i J - - - - - - - -- - ---- -- - 6 3!8 ° WALL STANDARD STUD FRAMING BOOKCASE BOARD CASING GROWN ABOVE ~ 3/4 3/4 CAST 1'-10 i/2' MIN. MITER CORNER AT WING WALL i/8' RABBET AT P-12K MITER BASE « L - - - - - - - - _ _ CASING BLOCKING OR STRAPPING TO 131 iX8 RIPPED 1/2 MDF n TO WIDTH , _ 1/4" L (%j N C3 N t i/4" CLEAR MIRROR SECURED TO CABINET PANELS WITH U VERTICAL TRIM (TYP.) q,0 1YIPMCASING BOOKCASE CROWN G.G. NOTE WHEN INSTALLING TRIM, FINISH ` iX4 POP 3 CABINET JAMB #1 CASING #1 FULL BED OF MASTIC BOOKCASE GROWN (ABOVE) (�E) NAIL TRIM TO GYPSUM BOARD AT OPPOSING ANGLES SUCHI TRIM ° =J I* 0 ELEVATION L PLAN THAT TRIM CANNOT BE PULLED AWAY FROM WALL OR CEILING. CAULK W/ CLEAR SILICONE APR 2 5 2919 � m 1 3/4' •� SALES "MY" MIRRORED PANEL PLAN DETAIL CABINET END PANEL DETAIL D.F..VERTICAL SEA TYPICAL FOR ALL TRIM. CABINET 1 1 City of Tukwila DETAIL 13uiLD1f�GDIVi :ON � > W a Q =n m in v m :a :ten m N m vi ' a m a SCALE= 1'-0' - l'-W 5CALE= 3 r I -0 z co A2.00 SCALE- 3' . 1'-0' A2.00 SCALE: 3" . I'-0" Uj WALL STMDARD SPACING MATRIX t=G & SIELVES G.C. TO ENSURE NO SHARP EDGES AND NO SURFACE MOUNTED STANDARDS ATTACHED SHELVING STANDARDS ARE TO BE # WALL STANDARDS I GYP. DIMENSION MDF. DIMENSION EXPOSED OR PROTRUDING FASTENERS ARE TO M.D.F. W/ #M2 COUNTERSUNK WOOD CENTERED ON CABINET SHELVES VISIBLE FOR GALV. STEEL ANGLE ACROSS SCREWS @ 12' O.G. VERT. - SCREW INTO 3 5'-1' 5'-0° 4 1/2' TOP OF CABINET INTERIOR FOR CASING AND HORIZONTAL BLOCKING AT TOP, BOTTOM 6 10'-I' 10'-01 BOOKCASE CROWN INSTALLATION AND CENTER — NFW PARTITION. REFER TOO .,c+ 9 15'-1" 15'-0° so (59.375' ACTUAL SHELF WIDTH) CONSTRUCTION PLAN p t'i d HORIZONTAL IN -WALL WALL STANDARD SPACING MATRiX 1•RNG V 81NELVE8 # WALL STANDARDS GYP. DIMENSION MDF. DIMENSION 2 31-4' 31_3' 4 6'-7' 6'-6" 6 9'-10" 9'-9' 8 13'-1" 13'-0" 10 16'-4' 16'-3' f ( c k / ��e. BLOCKING. REFER TO WALL STUDS 14ORIZONTAL IN -WALL 3/4 M.D.F. EGURED TO BLOCKING. REFER TO (38.375" ACTUAL SHELF WIDTH) J a `v SECTION FOR SPACING OF F F SECTION FOR SPACING OF � Lu Q F— > BLOCKING q 0 1/2' FINISH GRADE MDF q 0 BLACKING SECURED TO WALL STUDS J --------------- ----------- ------ (TYP. AT BOTH SIDES ----------- -------- REFER TO 'CONSTRUCTION PLAN' FOR J 11J It f a "WB-4' BASE - - - - - - QUANTITY AND SIZE OF WALL CABINETS. W -- --- ---- T— il— — ---- ---- -- -- �----- �r — ----- t!? 2 ao t/) « ° , ° , , Y t_ " __ a i_ e + I WALL CABINET DIMENSIONS AND WALL V) 1 -7 1/2 1-7 1/2 I I -7 I/2 I -7 t/2 11 ( z- 10 1J4 I 7 1/2 1 7 i/2 i 7 1/2 10 I/4 z (TYP) HOLD HOLD HCr1 D HOLD HOtp TYT' I u (TYP) HOLD HOLD HOLD (TYP) (I STANDARD SPACING DIMENSIONS ARE ( ) CRITICAL AND ARE TO BE HELD. I I I I I J V to SCRIBE TO 3/4' r u II FLOOR , _ - S-WOU' 2L CABINU_SHELE- - - - _II- - 51_NOQD_ CABINET_SiNELF- - - - - - - _VNOOB LA5INET_WF F- - -II- - ' 1V00>ZCABINET WELE y i14 F �� _______==== iI? ____=______��_-_-------- I IF A SEAM 15 REQUIRED IN MDF �7081 REGgrER1D ___________ _____ _____-_____ -- ______-____ _--------- -� CABINET BASE SHELF, SEAM IS TO BE tt1\>/ ARCHITECT - - -------- �-- N------- - ----------------- --- -- --� --1 --- ------------ CENTERED IN CABINET 4 -iI 3/8 3 -2 3/8 « WILLIAM EDWARD ABBOT SIDLES BASE 5/8" (TYP. �vavlL�n GALV 8 5/8 (TYP. 3x3xi6m. GALV. tSTATE OFWASHINGTON SEE A3.00 -- LOOSE CROWN U q p OPEN TO CHASE SHELF ON POPLAR CLEAT _. �2 CROWN LOOSE TRIM CROWN (FIELD APPLY) MARKETING FRAME MARKETING FRAME Vio Ili i SADDLE BRACKET 4 SADDLE J cn m ROD BRACKET 4 z ROD — o 114' DIA. THRU LOOSE TRIM v HOLES FOR (FIELD APPLY) z SADDLEo z BRACKET V U O j r�oo O —CONNECT MIDDLE AND =ry o a- LOWER CABINET WITH 6 114" DIA. THRU h io COUNTERSUNK SCREWS HOLES FOR SADDLE BRACKET z x LED LIGHT BAR ALUM. ANGLE EACH SUPPORT W1 114" DRAWERABOVE THRU HOLES J z` DRAWER TYP. I DRAWER TYP. 0 t- -- 0 -" J l7 N � m HW-6, TYP. 4 PER BASE -rcv CABINET ZD =iv a � m m 3 o N N O ' to I 0 (Y �a v o r u40 it N /NO BRUSH STROKE TEXTURE INSIDE CABINET 7 POWER/DATA OUTLET cQ0] E5 . 2° 1' 330 A 3' II -gap ....... .. . Alms -� mi in iP ROWN ABOVE LIBRARY I CARD HOLDER I av (0 r- r� I,_3� Lu v N � Q C co I iI PI FIELD CUT 4 APPLY p_73" 4 W V V SIDE FINISH PANEL ® AS READ. 4:1-m Q Lu H C1 - IAA CABINET ALE, I" V-0' G. Do z w m x 314' PLYWOOD r W .J 00 7/16' GAP �5 .4 IZ C) 4'-10' 314' PANEL �" _ Q0 4i_e APR 2 J Lu119 J C CC W cr Z ,1 'A City of TUltwila 0 W w p IPlG DIVi ION 0 V a$ � I La Lu _j m -ico {. U CO) U. = F- H REMOVABLE TOP: _ _ _ — — — — — — — I I I I I I I I�'ENING FCN2 I I POWER/DATA �INE FEffiI v FIELD ATTACH SECURELY TO EXISTING WALL J C F— O (LI h W Q INTERCHANGEABLE I II ` I I (POWER/DATAI (OUTLET I' -' I s I� I II I II I I STRUCTURE I Z�CON U 1n WITH CAS14WRAP _ I q•0 I II SASE FRAMEI13EWW ( SADDLE IL---- L- I —I�---- I Ilk BRACKET 4 — — --- — -- ----- ul ROD N ALUM. LE BELOW I a T — — — — — — — — — — ^x+ p_t0" 3" ) 7087 REGISTERED �' ARCHITECT `_ qJM 4 ' u is, �4 DO NOT CAULK BASE; BASE 8 21-4? TO REMAIN REMOVABLE q�_Iplo ' WIWAMEDWARDABBOT fft i i �nro.ni narnec STATE OF WASHINGTON WALL CROWI F 3E REFER TO A3.00 NEW SALES LAY -IN CEILING NEW GILLY HICKS SALES CROWN. REFER TO DETAIL B/A9.IOJ''� 8'-6' A.F.F. GILLY HICKS PASS THRU HEADER PANELS. REFER TO SHOP DRAWINGS GILLY SALES HEADER DETAIUSECTIO 3.00 SCALE= 3' . 1'-0' GYPSUM BOARD AS SPECIFIED ADDITIONAL BATTEN ADDED HERE TO ACT AS NAILER FOR METAL PICTURE RAIL ALUMINUM MARKETING FRAMED IMAGE PICTURE RAIL SENT FACE OF ALUMINUM PICTURE EXTRA LONG AND RAIL (ANODIZED GOLD SCRIBED POWDERCOAT) TO FIT IN FIELD BY FACE OF 1/2' X 3/4' G.C. CLOSURE TRIM. TOP OF CLOSURE TRIM DIES INTO PICTURE RAIL AND BOTTOM DIES ATOP WALL BASE FACE OF WALL STANDARD WALL BATTEN FACE OF FINISHED WALL PANEL TOP BATTEN LOCATION IN THE BATTEN JIG SALES LAY -IN CEILING. REFER TO A3.00 14OLLISTER CROWN (TYP) 5/8" GYP. BD. BOTH SIDES WOOD CASING TRIM I, -III X 1'-5" MARKETING FRAME BATTEN BEHIND FINISHED PANELS HEAD DETAIL -RECESSE D TO BE SHERWIN STANDAIT WILLIAMS 7668 MARCH WIND. G.C. TO PROVIDE END WALL SAME GLOSS BLOCKING FOR FINISHED — — — — — LEVEL AS GYP TRIM CONNECTION — — — — — WALL ABOVE qp 11-51 tMI MIN. O.G. TYP" OVERALL VARIES BY STORE BOTTOM OF WALL 7'-2' C ) STANDARDS ALIGN NU BOTTOM OF STANDARDS INSIDE THE BOOKCASES AND USE A SIMILAR BATTEN JIG G.C. TO INSTALL 05M SUPPLIED BLOCKING NAILER B/W BATTEN AND FINISHED PANEL �MTIN15NND? ANEL IS SCRIBED IN FIELD BY G.C.AND A 3/4" X 7/16' CLOSER TRIM WILL BE ADDED OVER THE PLAN ODD OTY. PANEL'S CUT END. TRIM PAINTED TO MATCH PANELS. 4 p4m, i' MIN. PLAN EVEN OTY REFER TO A2.00 FOR ACTUAL CONFIGURATION G1 RECESSED STANDARDS & WALL PNLS. DETI.S. SCALE: 1/2' 1'-0' 3/4' THK. VERTICAL PANEL (FRONT FACE 4 EDGES PRE -FINISHED) 36' LONG LEDGER — PRE -ATTACHED TO BACK OF VERTICAL PANEL 1/2' THICK HORIZONTAL PANEL CASING BEYOND (BOTTOM FACE 4 EDGES PRE -FINISHED) HCo. SALES BOTTOM OF G.G. BLOCKING AT 8'-0" A.F.F. 5 1/2' WIDE DOOR TRIM PREFINIS14ED TO MATCH BRA LIBRARY CABINET AND SENT TO FIELD LOOSE FOR G.G. TO CUT. T14I5 TRIM IS SPECIAL TO THE OPTIONAL VALANCE. m`w4 CROWN —PRE-ASSEMBLED CENTER PILASTER SENT LOOSE TO FIELD FOR G.C. SCRIBING 4 INSTALL (PRE -FINISHED) GILLY BASE BELOW DOOR TRIM PRE -FINISHED AND SENT LOOSE TO FIELD IN LENGTHS Nco GILLY SALES TO ALCOVE PASS THRU SCALE: 6' 1'-0' �fRIM TRIM TO BE PROVIDED IN PAINTED THISPROFILE TO BE THIS TRIM PROFILE TO BE FINISH FOR THIS APPLICATION PROVIDED IN BOTH STAINED PROVIDED IN BOTH STAINED • SALES AREA, P-34K, SHERWIN 4 PAINTED FINISHES. 4 PAINTED FINISHES. WILLIAMS 760 MARCH WIND, SALES AREA: P-33K, SALES AREA: P-33K, S-W KEM AQUA 600T, 30GU SHERWIN WILLIAMS 2848 SHERWIN WILLIAMS 2848 ROYCROFT PEWTER, S-W KEM AQUA 600T, 30GU ROYCROFT PEWTER, S-W KEM AQUA 600T, 30GU FITTING ROOM *ALCOVE, FITTING ROOM 4 ALCOVE: ® «xQ SF-29, HARD MAPLE, SF-29, HARD MAPLE, BROWN PEANUT 25GU BROWN PEANUT 25GU CLOSURE TRIM FOR ,i, FINISHED WALL PANELS-�` THITRIM PROFILE TO BE -'m - PROVIDED IN BOTH STAINED* - PAINTED FINISHES. p . SALES AREA: P-33K, SHERWIN WILLIAMS 2845 p ROYCROFT PEWTER, S-W 'D KEM AQUA 600T, 30GU • FITTING ROOM 4 ALCOVE: o SF-29, HARD MAPLE, BROWN PEANUT 25GU --1 1 p 4 NN 1/8' RADIUS TOE STRIP SECTION BASE TRIM SECTION TYP. CROWN SECTION GILLY MILLWORK SCALE: 6' I'-0' I° 1' PLAN V--10' Fe----------------------------------- ------------ ELEVATION C VERTICAL JAMB WILL SURROUND THE LEFT AND RIGHT SIDES OF THE SUSPENDED WAVE HEADER WAVE SUPPORT BRACKET SHOWN FOR CLARIFICATION. MILLWORK SUPPLIER TO VERIFY IF THIS NEEDS TO INCREASE IN SIZE 4Z' A vLfAFF BTM. OF TRIM 2A�a�24° HEADER SECTION A -A ' p c c0 6 RIGHT LEFT JAMB JAMB 7'-2' BACK ELEVATION FRONT ELEVATION HORIZONTAL BOTTOM PANEL TO SPAN CLEAR DISTANCE I 1 I I I I ( ( I I I I I I 1 I I I I I I BETWEEN BRA CABINETS (VARIES PER SITE) I 36' LONG LEDGER PRE -ATTACHED TO I BACK OF VERTICAL PANEL Jill I -- - - - - - - - - - - — — — --- ------------------------- ---------------- - ------ - —PLAN EQ ° EQ VERTICAL PANEL (FRONT FACE AND EDGES PRE -FINISHED) woo - a o e� aao� m E N - v� _ � d to X a C.) I- O W «' J Lv = O Q U O Z IF- - C14 V) C) = W W M V) =Up~Jr}Z c M Q V) CJ CO a 'o itl � V � C 2 co t++ w Q z� r Qu -4w 20 ra O } U Lu I a o sw gagr �iiw i 1 1 1 Ll d '3 4A A � O N g of � � 0 UJI cc 4i H o !2 m V) g 4 � d' U) a 0 cl # _1 � = C) CQ v� 1� ui Z a � a -� � 0 -0 J ui > 0 z ® co J LL = t� W 0 _j v co < o O cc i 0 F.. IW,.W4 _I JWOV � /7 I.RC TERED ARCHITECT "TAWTE M EDWARD ABOOT STATE OF W 'A'lTON 30254 SHEET r ;� .i 2 r ,fix 0 APR 02 2019 NOTE: FITTING ROOM ELEVATION MAY 6/8 G.W.BIO VARY (REFER TO 'CONSTRUCTION 2( BLOCKING C a o PLAN'). #5 PAN HEAD, COMBINATION _ M DRIVE I' SCREW W/ FAUX eL-0" - N �_ o m A.f.F. RUST. o r°. O TOP OF FITTING ROOM WALLS EXTENT OF PLYWOOD - - - -ir GRAN = o > G BLACKING - - - - - - - CONTINUOUS 18GA. TOP AND CROWN #1 (REFER TO DETAIL r�ttv IBOTTTRACK, TYP. m S/A9.00) P-13B NOTE: N MDF 3625162-43 AT 10 O.C. 3 W MDF I. PROVIDE 3/4' IN -WALL CLOTHING 3 1/2' x 3/4' TRIM TYP. SALES TYP. SALES z F.R.T. PLYWOOD BLACKING T-0° A.F.F. G.W.B. G.W.B. MIRROR CROWN MIRROR M.D.F. G.W.B. GROWN G.W.B. MECHANICALLY FASTEN TO OPTIONAL44 P-13B P-13B SF-q P-I2K SF-q P-I2K P-13B P-I2K P-135 P-12K SEAM IN MDF BEYOND 2X BLOCKING 7 " " WALL STUDS BEHIND THIS POINT TRIM 3 1/2 X 3/4 TRIM DRYWALL 5' x 3/4' TRIM -CUT TO FIT ---------------- - DOOR STOP DASHED LINE INDICATES P-I2K #5 PAN HEAP, CO15INATIOd OWNER SUPPLIED FITTING ROOM DRIVE 2' SCREW W/ FAUX44 A FITTING. RM. FITTING. RM. SIDE BENCH. REFER TO SHOP MDF z RUST. CALIFORNIA STATE VESTIBULE r. DRAWINGS 48' 30' m 6EACHES SIDE CLEAR MIN. \ / q - - - - - - - EXTENT PLYWOODAN WOOD SALES BASE TRIM i %�a H a BLOCKING - - - - - - - - - - // // // \ \ OPEN / / // // P-I2K i vi N _p a TO FINISH FLOOR _ _ . SECURE BTM. TRACK TO SLAB SALES o ,n USING POWDER DRIVEN FASTENERS MIN. 3/8 DIA. @ MAX. SPACING OF / \ REFER TO 'CONSTRUCTION PLAN' 24' O.C. °TYP. / \ \ TYP. ALL WALLS o //++.g P-I2K ( P-I2K P-I2K r� P-I2K P-I2K ( 15A SYMBOL VI 1 0 1— TYP. WB-4 TRIM TYP. WB-4 G L TYP. WB-4 DOOR t MOUNTED FITTING ROOMSECTIONSIB DETAIL FITTING R . PARTITION DETAILS SASE BASE BASE FRAME 481 CENTERF. TO E 10 SCALE: 1/2' + 1'-0' A2.00 SCALE, 1 1/2' = I'-0' Aq.20 SCALE: 1-1/2' + I'-0" * °v m to N "a IF FITTING ROOM WALL IS NOTE: N X.2 LONGER THAN 8'-0', G.G. TO FITTING ROOM ELEVATION MAY BRACING TO ANGLE ABOVE V) � USE 110'-0" PIECE OF MDF TO VARY (REFER TO -CONSTRUCTION POSSIBLE) (WHERE F- 1- dM r� 01 ENSURE NO VISIBLE SEAMS PLAN'). O = W TYP. SALES TYP. SALES TYP. SALES m Z = _ a CROWN (REFER TO DETAIL G.W.B. CROWN G.W.B. GROWN G.W.B. G.W.B. GROWN G.W.B. m N 0 S/A9.00) P-135 P-12K P-135 P-I2K P-13B P-13B P-I2K P-135 W O r� -° LAY -IN CEILIN 6/8' G.W.B. CEILING W U U 0 0 0 2 TOP OF FITTING ROOM WALLS rx lu, TOP OF CROWN • M FYI `U o HATCHING INDICATES 3/4" WALL MOUNTED J = W = d PLYWOOD BLOCKING BEHIND LIGHT FIXTURE GROWN (REFER TO _ J U O - J Z s M.D.F BETWEEN STUDS P-133 5/Aq.00) - �- —CROWN (REFER TO m M = O •- O y �_ i S/Aq.00) �S- Q .- V) U tG a -a MDF SEAM IN MDF Lu — 3 1/2' X 3/4' TRIM ° , V-O' A F.F \ \ \ \ \ \ \ �� -- w 5/8G.W.B. OVER 3 \ \ \ \ \ - - - - - - - - MTL. STUDS @ 16, O.G., _ TOP OF GROWN EQUAL EQUAL �_ (TYP. UNO} CROWN (REFER TO SIGN DETAIL o / o ca f: o o S/Aq.00} i i i i i i R/Aq.20 W w p w q a cn> �� HANG BAR a 518' G.W.B. OVER 3 5/e" i i i i i ? DASHED LINE INDICATES , " z LLz, (TYP.SUNOj @ Ib' O.C. O o a P-I2K + 3 1/2' X 3/4" WOOD �. J w OWNER SUPPLIED FITTING ROOM 2 -0 MDF Q m TRIM m a r A SEE SHEET A3,00 BENCH. REFER TO SHOP '9 pRAWINGS - - - uai MITERED CORNER, ur o a v d I j m TYP. G DOOR ! TYP. WB-4 R TYP BASE E 7 P. WB-4 PS{ B-4 TRIM °C t° h u ts � FIN15H_FLOOR = CiLl 3 TRIM X 3/4" WOOD TRIM WB-4 I. REFER TO 'CONSTRUCTION PLAN' VARIES SEE A2.00 TYP. LL WALLS SALES SIDE FITTING R SIDE a IV O L FITTI G OO SECTIO NOT USED L FITTI G OO PASS THRU FITTI G E ELEV TI® S SCALE: 1/2' + 1'-0 SCALE= - ' SCALE: 1/4' + 1'-0' A3.00 SCALE: 1 1/2 1-0' NOTE, PAINT ALL SIDES AND CLEAR SILICONE, APPLY SMALL CONTINUOUS FITTING ROOM ELEVATION MAY BACK OF MIRROR FRAME - 1 \ CONTINUOUS TOP AND BEAD OF CLEAR SILICONE VARY (REFER TO 'CONSTRUCTION TRIM P-I2K PRIOR TO SIDES ON BACK OF TRIM BEFORE W t PLAN'). INSTALLATION a INSTALLING - HOLD BEAD 17 N N z 1 I/8 3/8' PLYWOOD APPROX. 1/2' IN FROM N 3/4' X 12' IN -WALL NYSEXCES5 SILICONE IDE EDGE. WIPE �F W O 8'-0" A.F.F. __ PLYWOOD BLOCKING IMMEDIATELY AFTER TOP OF FITTING ROOM WALLS ANCHORED 70 INSTALLATION (THIS 15 Q _......—..__... ...._..__..---- FRAMING TYPICAL ACCOMPLISHED TO S/Aq,00) MDF (3) 1 3/4 WOOD PRICE TAGS). ca Q GROWN (REFER TO DETAIL TOP AND BOTTOM PREVENT THE HIDING OF \ m WALL MOUNTED SCREWS, TOP AND Q Q HATCHING INDICATES 3/4" LIGHT FIXTURE m FINISH NAIL, \ H01`I'OM m � � PLYWOOD BLOCKING BEHIND HANG BAR �-. N GLUEAND M.D.F BETWEEN STUDS P a��JJ 3/4' X 3 1/2' 114' TEMPERED N EQUAL EQUAL a , WOOD TRIM W/" GLASS MIRROR OVER Q a a. o - w F X Xj' DADO TO FULL BED OF MASTIC S3 SIGN CENTERED ,... ((00 0 >_ �' m = w RECEIVE MIRROR " ON OPENING - a-3'1/2' AM IN MDF m �p . 3/8 PLYWOOD REFER TO R/Aq.20 © M V �n-tea Y X 3/4' TRIM ¢ GLUE ANDILr 13'-`,11" 1'-711' ° 1'-5 " " " q'- " S? o $ "> PUT 1Y (3) 1 3/4' WOOD v2 A 5 -b 9 -8 3 -4 O W U r° / OP AND o � m ,� -:� SCREWS, T �' � 1 . z � BOTTOM P-12K O� \—\—--------------------------------------- — ---------------- ----- 0 vi wn MDF °i° 1 I I I I I I I I I I I 1 I I I z FINISH FLOOR ` X 12' IN -WALL I = W5-4 REFER TO 'CONSTRUCTION PLAN' PLYWOOD BLOCKING ' TYP. ALL WALLS SIDE VIEW OF MIRROR / ANCHORED 70 r m II Q OP AND BOTTOM I I - \ Lu TYP. FIT. R . ELEVATIONNOTLu MITE-`ANNCHQR'3/8 1 I I °C \ � W .Q SCALE, 1/2' + I'-0' PLYWOOD HACKING TO IN CLEAR SILICONE, CONTINUOUS 3 5/8' METAL STUDS @ 16' O.G. G , I I M2 ` i I I.S.A. SIGN MOUNTED @ 48' H CL WALL BLOCKING W/ (3) TOP AND SIDE (MAX.) WITH 1/2, M.D.F. BOARD 4 q.2 2 e e I I 9.2 1-3/4' WOOD SCREWS 3/4" X 3/8 WOOD A.F.F. MAX ON LATCH SIDE OF � co NOTE: 3/q' X 12' IN -WALL TRIM TYP. ON SIDES FITTING ROOM SIDE AND 5/8' GYP. DOOR (SEE V/A11.00) W/ 18 X18 (,� {{,1 �+- FITTING ROOM ELEVATION MAY BD. ON F.R. VESTIBULE SIDE 3 CLEAR FLOOR SPACE (TYP. @ I I , -0° U J ai PLYWOOD BLOCKING — ACCESSIBLE FITTING ROO } VARY (REFER TO 'CONSTRUCTION BOIIfOM TOP AND FINISH AND PUTTY GLUE / g Q C U ' �° LIED/ F— CO PLAW\ ---- --------I.------------------------WK,~---------- I - BENCH FIXTURES 0 C Q W - EQ. EQ. EQ. EQ. EQ. EQ. EQ. - 0 V) F cZa \ ca Ilk8'-0' A.F.F. n M27YP. \ W to I-IFTOP OF FITTING ROOM WALLS WALL MOUNTED 1 i/4 PLATE MIRROR = a V LIGHT FIXTURE m 9.2 W/ TRIM. REFER TO (J.1 J = CROWN #1 (REFER TO DETAIL , T I I\ I\ T I I Y STOOL V DETAIL H/A9.20 F W P J S/Aq.00) WALL MOUNTED P-13B �y v �I \��y FIXTU 9.2 WALL MOUNTED W N � 0 MDF _ N N LIGHT FIXTURE LIGHT FIXTURE COAT HOOK w 9.2 .2 (TYP.) +Jj 4 -w� HATCHING INDICATES 3/4" a P-13B 3 i/2° / / COAT HOOKS O W 1 j W a PLYWOOD BLOCKING BEHIND j N d r 1 i r r r r i r 1 1 (� 1 1 11 1 U = °O N N M.D.F BETWEEN STUDS EQ. I -q EQ. z MDF - - - - " u of o. - - - - - -- '`� w Q TRIM 3/4'X3'WOOD - -- -- -- -- ---- F\\SEAM IN MDF o w ' TRIM W/ i6" Xi§' 4'- " 4'- " 4'- " 4'- ' -4'- ° - - 4' ' - - - 4'- ° y 0 7087 A `--- Bali 1/2 X 3/4 TRIM w ! o P-I2K w DApO TO RECEIVE 4-,-,.'e O b -7 REGISTEREp o w K ( t� MDF MIRROR 4j° q7n 4j' q�' 4j" 4k ( 4j' 4 �(t� z 5 [ i� U 4j' ARCHITECT Q ° 8 STATE OF WASHINGTON v° PRIM Z �u 3/8 PLYWOOD q-2 WIWAMEDWARDABBOT P-12K �- - o - - -� ;a Q 1/4' PLATE City of Tulcwlla MIRRMDF ~ N FULL BED SET BUILD DIV1!^vPd 'ao OF MASTIC RECEI • ED FINISH FLOOR EQ. 2'-0" EQ. WB-4 tr WH-4 REFER TO 'CONSTRUCTION PLAN' 3 1/2° 3 t/2" CITY OF i UKIYILA TYP. ALL WALLS MIRROR ELEVATION APR 02 2019 91.18.020.3162t3 SHEET TYP. FIT'. R . GOAT HOOK WALL FITTING ROOM MIRROR DETAIL I=ITTING ROOMPLANDETAIL (TYP.) SCALE: 1/2' = 1'-0' SCALE, 1/2' + 1'-0' SCALE: 1/2' + 11-0' A9.20 Plat date: 22 March 2019 G.W.B. (2) HANGBARS INDICATES BLOCKING ,IL K/A9.10 AMBULATORY FITTING ROOM TYP. FITTING ROOM HANGBAR ELEVATION G.W.B. i 2'-t03+ EQ 1b EQ HATCHING INDICATES SURFACE MOUNTED IN -WALL BLOCKING VIDEO MIRROR, REFER SEE DETAIL K/A9.00 TO ELECTRICAL SURFACE MTD LIGHTS, TYP, / / PAINT WALL BEHIND MIRROR P2-5, IN -WALL BLOCKING - BEHIND MIRROR. THD / It BASE CL MIRROR TO GL LIGHT, TYP. TYP. F.R. MIRROR ELEVATION SCALE: 1/2' - 1'-0' (2) HANGBARS G.W.B. ACCESSIBLE FITTING ROOM ATCHING INDICATES I WALL BLOCKING EE DETAIL K/A9.10 HANGBAR t SCREWS GILLY HICKS ANODIZED GOLD m FRONT ELEVATION mra =m 21_0. 21-210 PLAN VIEW COUNTERSUNK 41, SCREW HOLES 5'-0' AFF (TYP. FIT. RM.) IN WALL NON-COM. 4-0" AFF (ACCESSIBLE FIT. RM.) BLOCKING BY G.C. NOTE, (2) PER FITTING ROOM SECTION GHB - FITTING ROOM HAGBR SCALE: 3' - 1'-0' FINISH EXPOSED PORTION OF BACKSIDE OF TRIM SIDE E VATI N e is . I I SEE REFLECTED CEILING PLAN ATTACH FRAME TO WALL f ' AT STOP LOCATION, I I GYPSUM BOARD AS CONCEAL FASTENERS WITH SPECIFIED r STOP METAL STUD FRAMING, is AS SCHEDULED 2X NON-COM. BLOCKING -- I ® iv VERIFY DIMENSION STAINED WOOD CASING PER DOOR SHIM TRIM THICKNESS AND NOTE: FINSHED ON (3) SIDES HINGE Top A.F.F. TOP OF TRIM - CASING PROFILE STAINED WOOD HEADER STAINED WOOD STOP / ALOE SIDE FITTING ROOM SIDE —JAMB BEYOND L 1.. FRAME MUST BE SET TO V-s+ FIT TIGHT TO TOP OF TOP OF DOOR STAINED WOOD FINISHED FLOOR - STOP (SHIPS ALLOW NO OPEN GAPS DOOR PANEL, FLU514 WITH LOOSE) 2. ALL TRIM SHALL BE JAMB FRAME PROFILE NAIILLE AND FILLUED (SET PUTTY TO MATCH) TFR DOOR - FRAME & CASING PROFILE FITTING 00 DOOR - HEAD DETAIL SCALE, b' - 1'-0' SCALE- 3" - 1'-0' MC G.0 SUPPLIED J-BOX 5' BLOCKING TO RUN — CONTIN000S. BLOCKING BLOCKING TO RAISE FIXTURE TO JUST BELOW SHUTTER. G.G. SUPPLIED CAP ENDS 3' VALANCE O.S.M. S2A# O.S.M AIM 2 CLICKS UP A'-0' -------------- II II I I iv I WOOD TOP II II II II SCREW ANCHOR PLAN VIEW WOOD TOP TO EACH WALL STUD WOOD TOP ------- Ir-------------- L-------i L ------- ===-�___ .—WOOD TOP I° SQUARE STEEL TUBE LEFT v SQUARE FRONT VIEW SIDE STEEL TUBE r - -°-- _ - - - -' —_ --- - - WOOD TOP VIEW Is SQUARE STEEL TUBE BACK VIEW FITTINGO°ROOM BENCH W-0° -------------- II II I I i4 CUSHION WOOD TOP II II I I LL---------�- ==-IJ SCREW ANCHOR PLAN VIEW WOOD TOP TO EACH WALL STUD WoD FCUSHION _ CUSHION -� WOOD TOP 1' SQUARE STEEL TUB LEFT SIDE 1" SQUARE FRONT VIEW VIEW STEEL TUBE CUSHION fr =_=<�\ - -USTEELTUBE WOOD TOP I' SQUARE BACK VIEW FITTING ROOMALCOVE BENCH SCALE: 3/4° - 1'-0' FULLY MOMRTISED HINGE FITTING R031'1 SIDE WITH PIN STOP, REFER TO IHDWR SCHEDULE LOCKSET, REFER TO GYPSUM BOARD AS 1 1/2' IHDWR SCHEDULE SPECIFIED DOOR OPENING DOOR OPE (2) METAL STUDS (AS SPECIFIED) FASTENED -------- i w Y-' `' TOGETHER SECURE TO FLOG SLAB AND HEADER REVEAL PROFILE A,, C/L OF DOOR 2X NON—COM. BLOCKING � ti-- � C/L OF WALL - SHIM DOOR PANEL i STAINED WOOD STOP - ------------ -- -- — ----------- (- WOOD BASE BELOW LINE OF HEADER ABOVE STAINED WOOD CASING ATTACH FRAME 70 WALL ,PRIM AT STOP LOCATION, STAINED WOOD JAMB CONCEAL FASTENERS WITH STOP HINGE SIDE ALCOVE SIDE FITTI G ROOM DOOR - JAMB DETAIL SCALE: 3' - 1'-0' Q7, PRE -DRILLED HOLE IN DOOR SLAB FOR RECESSED MAGNETIC CONTACT GC TO DRILL IOMM DIA. HOLE INTO DOOR JAMB THROUGH BLOCKING AN FRAMING FOR REGESSE IING 1 1/2' MAGNETIC CONTACT. ALIGN WITH 2 3/8' PRE -DRILLED HOLE IN BACKSET DOOR Jr — SUM SPPEECIFIED ARD AS Ma' rf U f~ j X Z = = .00 W m 1-=NfnpM m HWM(Dt/) E _ � (Jp�_J-'tZ c mtn=O.-O <-fnUwom . .. ... ..... LOW VOLTAGE WIRE ao 7/1 INSTALLED BY OWNER uj w a: VENDOR > _- — (2) METAL STUDS (AS ? c zp q SPECIFIED) FASTENED � TOGETHER SECURE TO w Q w p V q FLOOR SLAB AND HEADER i 2X NON-COM. BLOCKING Z C q g - M SHIM la m 1- .s J WOOD BASE BELOW STAINED WOOD CASING TRIM (SHIP LOOSE) STAINED WOOD JAMB LATCH SIDE r�uo HEAVY DASHED LINE G REPRESENTS MURAL A7.0 IMAGE LOCATION FITTING ROOM HANG-y BAR CENTERED OJ WALL, SEE V/9.25 FITTING ROOM MIRR :a CENTERED ON , SEE U/Aq. FIT �! 102 3'-0' F.O. I FITTING ROOM BENCHED ANCHORED TO WALL, SEE HA.25 FITTING ROOM MIRROR, SEE U/A9.25 E ROOM FIT. RM. AL T E BENCH �•o G103 �.o ALCOVE G101 a HEAVY DA514INE a FITTING ROOM HANG REPRESENTS BAR, SEE V/Aq.25 IMAGE LOCATION HEAVY DASHED E E REPRESENTS RAL O A7.0 I H F IMAGE LOCH ON o o q•2 7.0 7.0 TYP. G 7.0 I iv v 61-9j0 ,lj. V -4r2' 4j. APR 2 5 2319 City of Tukwila UILDIi'NG DIVI3101'A OF -vu j VITLA CITY AAR 02 2019 PFRtal-r cEtdTEFI w Q f— O C 0 ca to W � H F o m a � a � C 0 co LLJ v O H � 0 a J 0 V W w e.l.) LLI - W F- 2 00 O_ VNz 0" y 0 IX o L uj J o 1— V)LLJ co � J U) ~ w V �"� Wyuj =7'C0cc -' 3 �087VAF�6HIE,,R�,S___M 4/ITECT WIWAM EDWARD ABBOT STATE 0 W 146TON VJ��=� t� 11.18.020.31620 FITTING ROOM PLAN 0 ..l i1,F �[Iloilo n �7 , nm i� III u u - - n'illi'�'h''i';'I�_�'i'i'i'�r�'i'i'i'r�'i'i''Ir� Gi OMNI CABINET � m g ELEV. (FROIdTI NOTE: REFERENCE OWNER �1 ELEV. IBACKI NOTE: REFERENCE OWNER PROVIDED GASNWRAP PROVIDED GASHWRAP O a ASSEMBLY INSTRUCTIONS ASSEMBLY INSTRUCTIONS N I k Q�)3 k I 2 CLEAT BLADE TO BE INSER O PE 1STEADNDARD AT HEIGH y FAGS OF CA7eSLOT PANEL 1—MARKETING IM MOTE: FRAME IS SENT WITH BOTH IN -CABINET AND ON -WALL MOUNTING CLEATS. CHOOSE ONLY ONE MOUNTING METHOD FOR STORE -SPECIFIC SCENARIO. 41-41 lA V 11/2HOLE ROMM T crfv FOR, SCANNER ER CARD READER 3 1/8' HOLE W/ GROMM FOR HP ELITE MPOS o MONITOR i 1 1/2' WIRE HOLE W/ GROMMET FOR PHONE EL J K L Y N CW PLAN J K i i i ri PULL-OUT I �wrClip 1 IIIII IIIIIII � � ff ' 1� 1 Ii 271 . CLEAT BRACKET INTO RECESSED STD, ONE EACH SIDE MI-6 (REFER TO SHOP DWG) 48'W X 48014 mm I ill�� h GH MKTG WALL ELEVATION - IN CABIE SCALE: 1/2' - 1'-0' -MOUNTED CLEAT EIGHT SPECIFIED HALL BLOCKING OF GYP BD WALL ;STING IMAGE SLOT NOTE: FRAME IS SENT WITH BOTH IN -CABINET AND ON -WALL MOUNTING CLEATS. CHOOSE ONLY ONE MOUNTING METHOD FOR STORE -SPECIFIC SCENARIO. ON -WALL TG SECTION SCALE: I' - 1'-0' BEHIND WALL CLEATS MOUNTED ON BLOCKING IN WALL CABINET MI-6 (REF TO SHOP 11 DWG) 48 X 48'H O 0 E`; STATIONARY CASHWRAP 47 4 x u -REMOVABLE SHELF - �W I. FOR WIRING NEEDS DIVIDER EL FOR REMOVABLE CW SECTION E-E DIVIDER (3/8' x 7/10 I STYLMARK 110024 OR SIMILAR) L L L N 1- OPEN TO BELOW CASH DRAWER p[ TOP 161M W-42/ J K L Y F! 1 24 4-7 1 1/2' HOLE W/ GROMMET ' FOR, SCANNER GUN, # CARD READER 3 I/8' HOLE W/ GROMMET FOR INP ELITE MPOS MONITOR - T 1 1/2' WIRE HOLE W/ GROMMET FOR PHONE E L E {� 6L v N CW PLAN CW SECTION F-F i i i PULL -OJT GH MKTG WALL ELEVATION - STATIONARY CASHWRAP STATIONARY CW FRONT ELEVATION t1-10' SECTION N-N CW SECTION - i— OPEN TO BELOW CW SECTION G-G CW SECTION H-H CW FRONT ELEVATION WIRE 1 I TAG BIN CHASE I CW SECTION G-G HOLE , -P SWIVEL" CASTER CW SECTIO -L CW SECTION K-K CW SECTION J-J CW SECTION 1-1 CUSTOMER SIDE Q 7' 10' G.C. TO TRENCH FOR POWER -� AND DATA TO LAND WITHIN THIS BOX in ASSOCIATE SIDE CW DEMO PLAN TRENCHING DETAIL CPU SIDE : 11 I I' CPU SIDE PANEL CW SECTION L-L CW SECTION K-K CW SEC WIRE CHASE THRU ACCESS PANEL A7j[13 K9ill i1 mit CW SECTION 1-1 APR 2 5 23119 ay of Tuk ila ALLID DIVI_'SON APR 02 2019 E 't U N 0 N j x --000 F LV O _ w 0;<0 mo Ll.j1--XtVtnpO m 0000 =_ :2W MM•-U p < t L,; uj E J = � � 3 JUO—J.fZ c V)U 0(00.00N ulmvuss Ytu w F > A QLU Itu o� 1gw CI z zia a z eH I- on g L 1 1 i i Q � Q CA a m �C N O N cm co La a X 0 H H o a a m 21 0 Q N o T_ 1 M w Y � � V g O � to M Z Q i _ Q cc UA w h I_ ci. �$ to a: W V _j 00 L6J r OD O UNCC z N e-%v J �. Uj F— ca U L M 2m _j 0) W ►- ui -W' =�GGOcl) 1 /7 AR6HI ECT ARCHITECT WIUJAM EDWARD ABBOT STATE OF WASHINGTON M \n 11.18.020.31620 SHEET Aw a STATIONARY CASHWRAP 47 4 x u -REMOVABLE SHELF - �W I. FOR WIRING NEEDS DIVIDER EL FOR REMOVABLE CW SECTION E-E DIVIDER (3/8' x 7/10 I STYLMARK 110024 OR SIMILAR) L L L N 1- OPEN TO BELOW CASH DRAWER p[ TOP 161M W-42/ J K L Y F! 1 24 4-7 1 1/2' HOLE W/ GROMMET ' FOR, SCANNER GUN, # CARD READER 3 I/8' HOLE W/ GROMMET FOR INP ELITE MPOS MONITOR - T 1 1/2' WIRE HOLE W/ GROMMET FOR PHONE E L E {� 6L v N CW PLAN CW SECTION F-F i i i PULL -OJT GH MKTG WALL ELEVATION - STATIONARY CASHWRAP STATIONARY CW FRONT ELEVATION t1-10' SECTION N-N CW SECTION - i— OPEN TO BELOW CW SECTION G-G CW SECTION H-H CW FRONT ELEVATION WIRE 1 I TAG BIN CHASE I CW SECTION G-G HOLE , -P SWIVEL" CASTER CW SECTIO -L CW SECTION K-K CW SECTION J-J CW SECTION 1-1 CUSTOMER SIDE Q 7' 10' G.C. TO TRENCH FOR POWER -� AND DATA TO LAND WITHIN THIS BOX in ASSOCIATE SIDE CW DEMO PLAN TRENCHING DETAIL CPU SIDE : 11 I I' CPU SIDE PANEL CW SECTION L-L CW SECTION K-K CW SEC WIRE CHASE THRU ACCESS PANEL A7j[13 K9ill i1 mit CW SECTION 1-1 APR 2 5 23119 ay of Tuk ila ALLID DIVI_'SON APR 02 2019 E 't U N 0 N j x --000 F LV O _ w 0;<0 mo Ll.j1--XtVtnpO m 0000 =_ :2W MM•-U p < t L,; uj E J = � � 3 JUO—J.fZ c V)U 0(00.00N ulmvuss Ytu w F > A QLU Itu o� 1gw CI z zia a z eH I- on g L 1 1 i i Q � Q CA a m �C N O N cm co La a X 0 H H o a a m 21 0 Q N o T_ 1 M w Y � � V g O � to M Z Q i _ Q cc UA w h I_ ci. �$ to a: W V _j 00 L6J r OD O UNCC z N e-%v J �. Uj F— ca U L M 2m _j 0) W ►- ui -W' =�GGOcl) 1 /7 AR6HI ECT ARCHITECT WIUJAM EDWARD ABBOT STATE OF WASHINGTON M \n 11.18.020.31620 SHEET Aw a CW SECTION F-F i i i PULL -OJT GH MKTG WALL ELEVATION - STATIONARY CASHWRAP STATIONARY CW FRONT ELEVATION t1-10' SECTION N-N CW SECTION - i— OPEN TO BELOW CW SECTION G-G CW SECTION H-H CW FRONT ELEVATION WIRE 1 I TAG BIN CHASE I CW SECTION G-G HOLE , -P SWIVEL" CASTER CW SECTIO -L CW SECTION K-K CW SECTION J-J CW SECTION 1-1 CUSTOMER SIDE Q 7' 10' G.C. TO TRENCH FOR POWER -� AND DATA TO LAND WITHIN THIS BOX in ASSOCIATE SIDE CW DEMO PLAN TRENCHING DETAIL CPU SIDE : 11 I I' CPU SIDE PANEL CW SECTION L-L CW SECTION K-K CW SEC WIRE CHASE THRU ACCESS PANEL A7j[13 K9ill i1 mit CW SECTION 1-1 APR 2 5 23119 ay of Tuk ila ALLID DIVI_'SON APR 02 2019 E 't U N 0 N j x --000 F LV O _ w 0;<0 mo Ll.j1--XtVtnpO m 0000 =_ :2W MM•-U p < t L,; uj E J = � � 3 JUO—J.fZ c V)U 0(00.00N ulmvuss Ytu w F > A QLU Itu o� 1gw CI z zia a z eH I- on g L 1 1 i i Q � Q CA a m �C N O N cm co La a X 0 H H o a a m 21 0 Q N o T_ 1 M w Y � � V g O � to M Z Q i _ Q cc UA w h I_ ci. �$ to a: W V _j 00 L6J r OD O UNCC z N e-%v J �. Uj F— ca U L M 2m _j 0) W ►- ui -W' =�GGOcl) 1 /7 AR6HI ECT ARCHITECT WIUJAM EDWARD ABBOT STATE OF WASHINGTON M \n 11.18.020.31620 SHEET Aw a GH MKTG WALL ELEVATION - STATIONARY CASHWRAP STATIONARY CW FRONT ELEVATION t1-10' SECTION N-N CW SECTION - i— OPEN TO BELOW CW SECTION G-G CW SECTION H-H CW FRONT ELEVATION WIRE 1 I TAG BIN CHASE I CW SECTION G-G HOLE , -P SWIVEL" CASTER CW SECTIO -L CW SECTION K-K CW SECTION J-J CW SECTION 1-1 CUSTOMER SIDE Q 7' 10' G.C. TO TRENCH FOR POWER -� AND DATA TO LAND WITHIN THIS BOX in ASSOCIATE SIDE CW DEMO PLAN TRENCHING DETAIL CPU SIDE : 11 I I' CPU SIDE PANEL CW SECTION L-L CW SECTION K-K CW SEC WIRE CHASE THRU ACCESS PANEL A7j[13 K9ill i1 mit CW SECTION 1-1 APR 2 5 23119 ay of Tuk ila ALLID DIVI_'SON APR 02 2019 E 't U N 0 N j x --000 F LV O _ w 0;<0 mo Ll.j1--XtVtnpO m 0000 =_ :2W MM•-U p < t L,; uj E J = � � 3 JUO—J.fZ c V)U 0(00.00N ulmvuss Ytu w F > A QLU Itu o� 1gw CI z zia a z eH I- on g L 1 1 i i Q � Q CA a m �C N O N cm co La a X 0 H H o a a m 21 0 Q N o T_ 1 M w Y � � V g O � to M Z Q i _ Q cc UA w h I_ ci. �$ to a: W V _j 00 L6J r OD O UNCC z N e-%v J �. Uj F— ca U L M 2m _j 0) W ►- ui -W' =�GGOcl) 1 /7 AR6HI ECT ARCHITECT WIUJAM EDWARD ABBOT STATE OF WASHINGTON M \n 11.18.020.31620 SHEET Aw a CA a m �C N O N cm co La a X 0 H H o a a m 21 0 Q N o T_ 1 M w Y � � V g O � to M Z Q i _ Q cc UA w h I_ ci. �$ to a: W V _j 00 L6J r OD O UNCC z N e-%v J �. Uj F— ca U L M 2m _j 0) W ►- ui -W' =�GGOcl) 1 /7 AR6HI ECT ARCHITECT WIUJAM EDWARD ABBOT STATE OF WASHINGTON M \n 11.18.020.31620 SHEET Aw a b b 6 FINISH NOTE: TWO (2) 8'x10' PICTURE FRAMES =.40 PAINT WOOD TRIM 4 METAL STRAPPING (BLACK METAL FRAMES) v L o n z z z NOTE: THE FLOOR OF LANDING r HARDWARE P-IG CLEAN OFF MANUFACTURER CENTERED ABOVE DRAWING Wto E E SHALL NOT BE MORE THAN 1/2' DRYWALL PARTITION LABELING ON PVC PIPE TUBES AT 54 A.F.F. WITH 7W0 art r o m (2) SCREWS (I AT TOP AND i PLASTIC PULL _ N 6 LOWER THAN THE THRESHOLD OF LINE OF METAL STUD FRAMING AT BOTTOM OF FRAME). (1) ONE 0 THE DOOR -WAY. CHANGE IN LEVEL N KNOB (WHITE) c G G.C. INSTRUCTIONS: AT TURNOVER OF PROJECT FRAME FOR CERTIFICATE OF = c ra BETWEEN 114' AND 1/2' SHALL BE SF-5 (I THE GENERAL CONTRACTOR TO PLACE A NEW OCCUPANCY AND (1) ONE FRAME LOOSE PVC mz 6.RESTROOM MEN WOMEN BEVELED WITH A SLOPE NO COPY THE FINAL REVISION CONSTRUCTION FOR THEYANDSUB-CONTRACTOR)ONE UST carry GAP GREATER THAN 1:2. INSTALLED FINISH FACE DRAWINGS FOR THE STORE INTO THE PLAN x EXPOSED TUBE HOLDER AND A NEW COPY OF THE FINAL GRADE 2 BRAILLE GRADE 2 BRAILLE GRADE 2 I I FUNC 4LIST IN THE SMALL TUBE HOLDER. DOORSYMBOL DETAILS BRAILLE ,_ r 4 0 AFF + z r u F r 6 #8 X 1 1/2' OVAL PHILLIPS HEAD SELF C / EXTERIOR DRILLING SCREW WITH INTEGRAL iiii, II II ii g NOTE COUNTERSINK WASHER, ZINC FINISHER �� i ��'ij�' j� w 1/4"4 TOGGLE BOLT 3/4' ATTACH A LABEL (WITH CLEAR TAPE) STATING: - DOOR 14 AT EACH METAL STUD SHOWN DASHED "� ( !n/% ' z - ® ® DOOR NOT TO EXCEED 1/2' OR FURRING (TYPICAL x 3 PER ) i a4 ( 2). FOR 6" DIA. TUBE- "THIS TUBE CONTAINS STORE EL04 THRESHOLD FLOOR FINISH - STUD/FURRING). * GYPSUM BOARD II DRAWINGS AND 15 NOT TO BE REMOVED WITHOUT14 E E E E REFER TO 'FLOOR BUTT JOINT (TYP.) PAN HEAD SCREWS "I THE CONSENT OF THE STORE MANAGER." MAX. SLOE 1:2 TO SECURE STRAP r r '0 SCHEDULE 40 4 WALL FINISH `� FOR 2 DIA. TUBE: THIS TUBE CONTAINS PUNCH iv :a PLAN SCRIBE PLYWOOD L FLU, , „ LIST AND IS NOT TO BE REMOVED WITHOUT THE '^ PVC PIPE (WHITE) INTERNATIONAL SYMBOL 2 CAULK GAP WITH CLEAR 3/4 x 2 POPLAR � ACCESSIBILITY CAULK SILICONE PLYWOOD TRIM 2x4 O CONSENT OF THE STORE MANAGER" b'0 SCHEDULE 40 UMEX I / GLUED AND FINISH PVC PIPE (WHITE) Do NOTE. — NAILED TO 2x4 r 3!4" x 2" POPLAR14 1, TOILET ROOM DOOR SYMBOLS AND THEIR BACKGROUND SHALL NAVE A NON -GLARE FINISH. a 24 SCHEDULE SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER A LIGHT a 1. ALL PLYWOOD SHOULD BE FREE OF WARPING, DAMAGE OR DEFECTS. METAL STRAP 40 PVC PIPE PLYWOOD TRIM SLAB SLAB ALLOW MATERIAL TO ACCLIMATE TO THE ENVIRONMENT PRIOR TO (TYP. OF 2 (WHITE) GLUED AND FINISH in SYMBOL IN A DARK BACKGROUND OR A DARK SYMBOL IN A LIGHT BACKGROUND a ° INSTALLATION PER TUBE). NAILED TO 2x4 2. ALL SIGNAGE TO BE 1/4 THICK " 2. PLYWOOD 15 TO BE MECHANICALLY FASTENED WITH NO ADHESIVE b'# SCHEDULE 40 i/2°� HOLE IN PVC BOTTOM CAP 3. SIGNAGE TO BE MOUNTED AT 48 MIN. MEASURED TO THE BASELINE OF THE LOWEST RAISED 3. LAP c10' CORNERS 50 THAT THE 'SHORT' SIDE EXPOSED EDGE IS PVC PIPE (WHITE) BOTTOM CAP GLUED IN PLACE CHARACTER AND TO 60' MAX. MEASURED TO THE BASELINE OF THE HIGHEST RAISED CHARACTER. GONTRO NT I TYP•) 4. WHERE A SIGN CONTAINING RAISED CHARACTERS AND BRAILLE IS LOCATED AT A DOOR, THE THRESHOLD TO FIT COVERED BY THE LONG SIDE ( WITH 1/2' DIA. HOLE SIGN SHALL BE ALONG THE DOOR AT THE LATCH SIDE OR ON THE NEAREST ADJACENT WALL. — 4. MITER CORNERS WHERE WALLS ARE ANGLED 8,, TUBE SECTION DETAIL u TUBE ELEYATIOPI DETAILS IN CENTER SIGNS SHALL BE LOCATED SO THAT A CLEAR FLOOR AREA IW X t8" MIN., CENTERED ON THE SCALE: NOT TO SCALE �2 SCALE: 1" . 1'-0" FRONT EL ATION SIDE ELEVATION RAISED CHARACTERS IS PROVIDED BEYOND THE ARC OF THE DOOR SWING. COOK SYMBOL DETAILS THRESHOLD DETAIL (SF-5) WAINSCOTING INSTALL DETAIL DRAWING TUBE DETAIL A2.00 SCALE: NOT TO SCALE 0.30 SCALE: 6' - 1'-0' A2.00 SCALE: 1/4' . P-0° A2.00 SCALE: i' i'-O" tOi L17 N yr 1/8' BRASS THRESHOLD WITH UJ N 7G FAUX FINISH GYPSUM f- 1- dM � i 40 BOARD m _ FINISH FLOOR (REFER T Z = a FINISH PLAN FOR FINI CLEAR _ MATERIAL, TYP.) GYPSUM BOARD - SEE A2.00 SILICONE Q W g FOR FINISH CAULKING / \ F- =NtnR� `m GALVANIZED 1 1/2 MIN I) #B x 1 1/4' OVAL PHILLIPS � ' (MIN) 1 I/2° CLEAR I''J � � N HEAD SELF DRILLING SCREW STEEL WAINSCOT FROM WALL H Mh m (� a WITH INTEGRAL COUNTERSINK / Q — Lyj E WASHER, ZINC FINISHED AT / = 1i L - (4) GRATES EXPANSION JOINT. EACH METAL STUD (SHOWN \ : , / _ CLIPBOARD HOLDER ATTACH EXPANSION T DASHED) OR FURRING J V M F- J Z H RATINGS BOARD COVER TO FLOOR H BRASS (TYPICAL x 2 PER `Z `- Ov PHONE W/ ROLODEX SCREWS THR /4' DIA. STUD/FURRING). ° (! i CCTV MONITOR SALES AREA PRE -DRILLED NTE .SUNK I '. (MTD.) SCANNER LES AT G. 4'-0' A.F.F. j MONITOR FOR CPU I - PRINTER ----- v a II I) II I EXPANSION JOINT COVER: Ib GA. BRASS BENT PLATES. FINISH FLOOR (REFER TO I'J" r 12'-0" LONG SECTIONS CUT TO NO S CORNER GUARD, WHERE i� FINISH PLAN FOR FINISH FIT IN FIELD. FASTENED TO _ _ B I I q �r 8 4 1 APPLICABLE.�- z G � �j p = r MATERIAL, fYi'.) CONCRETE FLOOR. METAL - _ "�° E WO EN I I "�� / o = a t� z SHEET METAL PANELS TO BE \ WAINSCOT _ 'r' - 1 B I a / m p N A - 1. -CPU INSTALLED PRIOR IT BASE. BASEMETAL 56r E3 I I / W d d v q — INSTALL PANELS WITH gB��Fffm CONSTRUCTION ADHESIVE. / MIN. oC m 1- � -1 Z;_ GALVANIZED STEEL BASE TO 1 1/2'-. .l _..� .-...� �..-.- . ^1=1 AD WA,AICJYYP AMn Litt Tx N U1 ,� Nu1u1111NI1W1uuINUlir LIJ J J E L= Lu P-1C 18'x36" TILT FRAM cc APR 2 J c' 3 W 2' NON -SALES CORNER GUARD - 2'x 2'x 48"x IB GA. GALVANIZED STEEL CORNER GUARD ANGLE MOUNT BOTTOM / i \ J 3#5 F It. 52 as ' OF GUARD AT FINISH FLOOR AND CONTINUE p TO TOP OF WAINSCOT, BUTT SIDES TIGHT TO WAINSCOTING. (REFER TO DETAIL iv L/A11.00) ADHERE TO WALL WITH CLEAR SILICONE. REFER TO 'CONSTRUCTION PLAN' v FOR LOCATIONS. CAULK ENDS WITH CLEAR SILICONE (TYP.) MAINTAIN 5'-0" , 11 0 WAINSCOT SEE FINISH PLAN CLEAR TURNING ` QUANTITY ITEM DESCRIPTION CATALOG NUMBER i PER EA. LAVATORY 47 x I Ve DIA. GRAB M& MVSW MaW% OM B-M x 42 - BY G.C. i PER EA. LAVATORY 36° x I I& DIA. GRAB MR, SNAP FLANGE BOBRICK 8-M x 36 - BY G.C. 1 PER EA. LAVATORY W x I W DIA. GRAB BAR SNAP FLANGE BOAB-M x 18 - BY G.G. IF REQUIRED I PER EA. LAVATORY TOILET ROLL HOLDER SUPPLIED BY OWNER WTALLED BY G.G. I PER EA. LAVATORY IS' x 36' FRAMED TILT -MIRROR BOBR B-2'3 III x 36 - BY OWNER I PER EA. LAVATORY 20' x Be CHANNEL FRAMED MIRIWRIDOOR MTD. OPERM B455 20 x 58 - BY G.C. I PER EA. LAVATORY SOAP DISPEM W M.IED BY #STALLED BY G.G. I PER EA. LAVATORY BIOHAZARD t FIRST AID KIT SUFI.IED BY OWNER #STALLED BY G.G. I PER EA. LAVATORY COAT WOOK M&OSTER CARR #1760A3 AU)MUM - BY G.G. 2 PER STORE 36" MOP RACK SIN°PLIED BY atlER, INSTALLED BY G.G. 1 PER STORE 36' MOP 51w HOSE HOLDER SO wED BY OWNER INSTALLED BY G.C. INSTALLED BY G.C. I PER EA. LAVATORY HAND DRYER SUPPLIED BY #STALLED BY G.G. HAND DRYER MIRROR W UJ p BIO-HAZARD W h J IW 3'-5" 41" FIRST AID KIT OUT LET MTD. Ci4y of TUl;wila vi U. = F. O ( ) 44 AFF z f- O z EXISTING WALL BUILDIMG DIVI:aCtl I I/2"�, 18° LONG SIDE � /� SOAP z N TILE TO REMAIN BAR WITH b° 1 In' 12' 2'-0° / CLEARANCE. DISPENSER �0 J O W r" W Q 00 V) N 12" 1 1/2% 42" LONG E SIDE BAR WITH 1 1/2' CLEARANCE. 8 / , 54 MIN. 1 1/2% 36' LONG REAR a �. 7087 BAR WITH 1 1/2' -. x`rt REGISTT CLEARANCE. .4 � ARCHITECT HATCHING INDICATES I z s y j,n% GR H LLBARL BLOCKING FOR in E m K E W' IAM EDWARD ABBOT / n (CODE APPROVED). n ^� �+ STATE OF WASHINGTON N r HOLDER i € h 1. FS, P"N a,v ELEVATION ( �LEVATION� (E ELEVATION (E 3� i PIECENED ,y A._ 1 • DETAIL MANAGER'S WOR l� - 11� 'LAVATORY . y � I. r f I I , " 20 GAUGE METAL STUD (TYP) EKISTING LAY -IN CEILING Fc C4 24" WIDE ACCESS DOOR #10 Is SELF TAPPING *OEM 1 1 NO STORAGE NO STORAGE IN. CONNECTED WITH #10 SELF THIS AREA N101 TU I J g¢ WA SNNN■1It • e INS■■t musul.• . ♦ i ■■ ■.. V■u ■u■ Y Y■pq I,SIMON It It' wd I • a • • "moo •,^•.• - ___ r - __ / ■NO■OTC/ r t, 14ARDWARE CLOTH (III CONNECTED Lo WASHERS 20 GAU E METAL STUD 20 GAUGE METAL STUD ♦ ♦. CAUTION EXISTING OO (DO NOT METAL STUD-\ r" 20 GAUGE METAL STUD r , TRACK :/ ♦' ion■ .p ♦ i' Ii' r • I' • P ♦ i :° Y .s ,.N ONO■ .rN■N■■OO " , CLIM• •• ^ ,VY 'I' •-r ,,,R l ♦ • • r -I' gNgCCCC ii■ i■■20 GAUGE METAL STUD ■ • r • •' ' ;wy x • r•• i■■■uw i■w■in N■m r r 20 GAUGE METAL r''■w a ••r TTOM TRACK w Y a ^ k a s g S .yCLOSE il DETAIL I STORAGE a S CLOSE t DETAIL • •.ROOM ,i # w SIGNAGE _. 4 ■ 3 • r i- ♦ ♦ -♦r •- o r•-• • • r - •r I ^^ • -- r , a ■■ li © . • . IG7 • r r .. @ • r ♦• • - • • r- r r i o - r - • - r - ♦ r `s r •• r i r • - ♦ • 'a • • • •rr r •► r r • • c g E ■ • • • r • r • • r ► ♦ - . ♦ - • - r - • • c pppppA ram% „ ww ,,rr Y + •,, 3 .r E 3 r . • / am gaomll=Ammnm rtsom-m= 6--am I • 'F t t f • WORKSTATION/BENCH i • • A • 3.,..a,.-.m..-...,...,-........gym,.«.................. „»...., ,,,■ • Ala ,.,.... . I ....- __ _ ._ _ 1 cm 1AFEE C.) i 10 cr. I to { 0 A BCKETANSTORAGE''•• • lisp lions-- I r r_ r r t 1 , , ® t. .. •. t Y,t. r ® r • ® r• • 1 r . . •yl ELEVATION - REFER TO or! ui Ulf z co • r r . r r r t• . .• q■NNw■gC• " as:aa■wp:au _,' 'oNno■Noun r aN • I,- Mangump /•! .N■q■r qw■N - ■■■ Irk■ H■■ ■o ,. IIIII a■aa ugq■B ■w I. igwq■ = it C N : —'-..----- ..._ 'iiiip':.q■n ■ uuu■■■■ Ca:'rii':asia::a _ 11_ _ i6ii ui::G .ugw iwNoo • — n■NNa:C:CaCs s: is::s::a:::i i7i::a:aq::::r ::C■C::a=■■■ ° r ■■■ BN■■ ■p■ , siq:8a : . ■a: ■.C ..■■■.N■■■r :::'a'■■ : - ;r':a:::CB:::ail=■ • 1' .■augi■'giq■ '► ii: a :i::: ■■in :au:q: 1■ nu■q■uN■ ,` N■ p ■p■ N ` ■ ■ ■ ' ■am No■ ■q■N■■■■■■■ r■q■■Oqw■.■■■■■■■ ■q■■■qr , - - --- --- Isa:::a:q.■C -- -- r■■■::■a:a:::a a I:: Ca::::a : _ Iq.pq.....q ■ ' • ■■■u■■uB■■ 1:C:::: :aa:a ia u■ ::C y C: — q ■q■ ■■ n■i:r is:■■■qn■qu■■ p ■■■■■. ■uO■ur .. IBM ■q ■■■H N ■w NN■N■ 7 rN■■■■N■■■■q■u 1 ® e■ ■e ■ ■ ■■■■q■■■■■■Nq >_ Ion ia:asa:CCIn CC:C , i, i, ■a■■■N ,.. `:. ' nuq■u __ . I ■1+nnull uuuuqu■ Nv . •i■:■u:Ca ' a::Ca:uN■ ano :■EC■q:CNq■C :..p.:.:..q'■/ t am ammonsomsa:a:a1 ION C:s::a:: ::C ::a `, p...........N. :::a ::a:a a' ■■■N■■q■■qN ■N■q■■■■■■q■■ T' ■■■■■■q■N■■N■G y: C:::C.C:asMIN . : I - ► igiolsaan'Mi C:a:Na:' -- ■■..■■■.■■.a:a ( list ■:'%'1 1', s:C::a::au■s i— ° II- ,• `' :::a=yoSEEMS u■■ - T9 g::::a:: ....... ...... n■N gq■■uw■ !■ m uqum _ ` muuumuu■■ I— ■:::::uugw1! ' r ■■q..■■N■ Y \N■■q■N■N■■r ...... ■■■■■O■n■ -., ■NN■NN■n■eey isaViR :::s: i:Il::s::n '!g::sa ■■q■■r V■C::Ca::Ca::si:a::: as C:ri7 • pN .■■■.■q■ ■■■■■■■1 ■N ■■.■■N■■N1 ;i ■ O■■BENCH aCC■ ■■■■■ ■w®ww■q■■■N■■■■ , : l NNN■■qr\C■N■■N■N■■•■■ •_ TO1: FLOOR PER STATE OF ■aa■■■■■■ WASHINGTON MMM ... . - ----------- rp■■gq■■■ qq ::a::aa■ :::: s.q.p■ \■.11 11.:. : ...IINgN - r' ■ gqgqN■ N iiY l .■ ■ ■■ \ ■ "+ Y:■.■■gNNNN►■ 0 f„HC■Ia ' w w qq.■ Y , ur .-!a l sS S . ■ .. !!.. ■ ■l!iqu 000 iu Ca:o`n.,eiluoosl l 1•• r r r • t w, .. I • 1 i . • . ■., t` FM : CITY OFTIMVIL-A t 1' r r 1' r 1' • i- 1 ,. r . s ► i _ x t— EXISTING LANDLORD NEUTRAL DEMISING WALL TO REMAIN r - ADDITIONAL DIAGONAL / ® BRACING SEE SECTIONS MEMBER SIZE LANDLORD FIN. FLR. EX15T LANDLORD FINISHED FLOOR (V.O.S.) IF FIREPROOFING 15 PRESENT REMOVE t REPLACE AS REQUIRED FOR ATTACHMENT OF /N t STOREFRONT FRAMINr51 - 4. PRESERVE AND PROTECT EXISTING LANDLORD FLOOR FINISHES, NEUTRAL PIERS AND BULKHEAD DURING CONSTRUCTION. ANY DAMAGE TO BE PATCHED AND REPAIRED TO THE LANDLORDS SPECIFICATION. w `'Z M a ~ 0 O BSI (2)10005162-54 BOXED W/3627150-54 T4B BB2 (2)8005162-43 BOXED W/362TI50-43 T*5 BPI - — (2)3625162-43 BOXED W/362TI50-43 Tt8 SEE DETAIL H/53.00 FOR BBI ALL BPI 70 EXTEND ABOVE BOXED BEAM BBI PER AND BPI TRACK TO STUD DETAIL A/53.00 IN ORDER TO INSTALL DIAGONAL CONNECTIONS. BRACING AND AVOID CEILING INTERFERENCE. 5. ALL DIMENSIONS ARE TO FACE OF GYPSUM OR BACKER BOARD UNLESS NOTED OTHERWISE 6. G.C. TO SUBMIT SHOP DRAWINGS PRIOR TO CONSTRUCTION START FOR METAL WORKS AND GLAZING. m t ] < � STOREFRONT 52.00 SCALE: 1/2" = 1'-0` O 04 Y C0 r M STRUCTURAL NOTES: City of Tukwila Building Division Building Permit Number: City of Tukwila Building Division Building Permit Number: W O [— Y = U to CONTROLLING BUILDING CODE: 2015 SEATTLE BUILDING CODE (IBC 2015) B. SPECIAL INSPECTIONS SEISMIC DESIGN CATEGORY: D (5D5 = O.g5q, Sol = 0.536) SPECIAL INSPECTION SHALL BE COORDINATED BY THE CONTRACTOR AND PAID FOR BY THE OWNER. SPECIAL INSPECTION SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE A. LIGHT GAGE FRAMING CONTROLLING BUILDING CODE FOR THE FOLLOWING ITEMS: 1. COLD FORMED STEEL FRAMING SHALL CONFORM 70 REQUIREMENTS OF THE LATEST EDITION 1. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: OF CAN/CSA-SI36-07 (R2012), "NORTH AMERICAN SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". a. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT STRUCTURAL STEEL / WELDING: FIREPROOFING: _ Sample &Test (list specific members below) _ Placement Inspections Shop Material Identification _ Density Tests _ Welding Inspection [ ] Shop [ ] Field _ Thickness Testsg Ultrasonic Inspection [ ] Shop (J Field _ Inspection Batehing a r�+ Special Inspection and Testing Schedule -+^ Testing/InspectionAgency/Special Ins Inspector Mayes Testinq Engineers, Inc Project Name: Hollister Cr weer f' l d Rrn,}h�ani-a mall z Q J 0 •�- # Z � q CY- O m Q CONFORMS TO THE APPROVED CONSTRUCTION DOCUMENTS. 2. ALL MEMBERS SHALL BE FORMED FROM CORROSION -RESISTANT STEEL (GRADE 33 UNLESS b. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OTHERWISE SPECIFIED) AND THEN ZINC COATED PER ASTM A653-94, GRADE G-60, OFFICIAL, AND TO THE REGISTERED DESIGN PROFESSIONAL IN CHARGE. c. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE 3. ALL COLD FORMED MEMBERS SHALL COME FROM A SINGLE MANUFACTURER, "CLARK" OR CONTRACTOR FOR CORRECTION. IF 714E DISCREPANCIES ARE NOT CORRECTED, THE EQUAL. THE INSTALLATION 514ALL COMPLY WITH THE MANUFACTURER'S RECOMMENDATIONS. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN CHARGE PRIOR TO THE COMPLETION OF 3. ALL COLD FORMED MEMBERS SHALL COME FROM A SINGLE MANUFACTURER, "CLARK" OR EQUAL. THAT PHASE OF THE WORK. COMPLY WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM d. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF THE INSTALLATION SHALLReinforcing LIGHTGAGE METAL STUD AND JOIST PROPERTIES SHALL BE AS FOLLOWS: ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND ARCHITECT OF RECORD PRIOR 70 THE ISSUANCE OF A CERTIFICATE OF - PROVIDE DEPTH AND GAGE T14ICKNESS PER DRAWINGS. OCCUPANCY. - UNPLESS NOTED, JOISTS AND STUDS SHALL 14AVE A FLANGE WIDTH OF 1 5/8", WITH 1/2" RETURN 2. POST INSTALLED ANCHORS. a. RECORD PRODUCT DESCRIPTION INCLUDING PRODUCT NAME (PERIODIC) - UNLESS NOTED, TRACK GAGE SHALL EQUAL STUD GAGE. STANDARD TRACK FLANGE WIDTH b. VERIFY ANCHOR, GRADE, DIAMETER, LENGTH, AND CLEANLINESS. (PERIODIC) SHALL EQUAL 1 1/4", AND DEEP LEG TRACK FLANGE WIDTH SHALL EQUAL 2".. c. VERIFY DRILL BIT DIAMETER, INCLUDING VERIFICATION OF DIAMOND -CORE AND CARBIDE -TIPPED DRILL BIT COMPLIANCE WITH ANSI B212.15. (PERIODIC) 4. DESIGN BASED ON FY = 33 KSI FOR 3 5/8" t 6" STUDS d. VERIFY DEPTH AND CLEANLINESS OF HOLES. (PERIODIC) LESS THAN 16 GAUGE. e. VERIFY THAT THE ANCHOR INSTALLATION AND LOCATION, INCLUDING SPACING AND EDGE FY = 50 KSI FOR 3 5/8", 16 GAUGE, DISTANCE, ARE IN COMPLIANCE WITH THE MANUFACTURER'S SPECIFICATIONS. (PERIODIC) 5. BASE TRACKS SHALL BE SET ON SMOOTH AND LEVEL CONCRETE OR NON -SHRINK GROUT SUCH AS " MASTERFLOW 713" BY MASTER BUILDERS. High -Strength Bolting Inspection [ ] Shop [ ] Field INSULATING CONCRETE: [ J A325 [ ] A490 [ J N [ IX [ ] F _ Sample &Test Placement Inspections _Metal Deck. Welding Inspection _Unit Weights Steel Welding _ Metal Stud Welding Inspection FILL MATERIAL _ Concrete Insert Welding Inspection _ Acceptance Tests Placement Inspections _Field Density MASONRY: STRUCTURAL WOOD: Special Inspection Stresses Used _ Shear Wall Nailing Inspection P p Preliminary Acceptance Tents Inspection of Glu-lam Fab. (Masonry Units, Wall Prisms) _ Inspection of Truss Joist Fab. Subsequent Tests Sample and Test Components (Mortar Grout Field wall Prisms) Project Address: outb enter Mall _ Spier' 1 44n mnkc i t a WA Aar ft l REINFORCED CONCRETE, GUNITE ' GROUT & MORTAR: Concrete Gunite Grant Mortar z eG � IL ® 0 �LI„ 0..- _(�„ - ` UJ Ix V LU Q H CL z U) W (� __ 00 = J Q � M oo = 0) O O W U Cl) F <( `= cc ® UJ LLI W = W }'� l�- = J (n L(. � J f-. 0 F, Q O UJ I*. W _ 00 U) v- a_ F- Aggregate Tests U z Q Reinford ng Tests Mix Designs Reinforcing Placements Batch Plant Inspection Inspect Placing Cast Samples Pick-up Samples o w 0 p Z w Compression Tests PRECAST t PRESTRESSED CONCRETE: Concrete Gunite Grout Mortar Aggregate Tests Reinforcing Tests 6. FASTENING OF COMPONENTS SHALL BE WITH SELF -DRILLING CADMIUM PLATED OR ZINC COATED SCREWS (UNLESS NOTED). SCREWS SHALL BE OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. 7. SPLICES IN FRAMING COMPONENTS OTHER T14AN BOTTOM WALL TRACK ARE NOT PERMITTED, EXCEPT AS SPECIFICALLY DETAILED IN STRUCTURAL DRAWINGS. 8. STUDS SHALL BE INSTALLED 50 THE ENDS ARE POSITIONED AGAINST T14E INSIDE OF THE RUNNER TRACK WEB PRIOR TO FASTENING AND SHALL BE ATTACHED TO BOTH FLANGES OF THE UPPER AND LOWER RUNNER TRACKS, WITH (1)-#8 SCREW IN EACH FLANGE OF EACH STUD, UNLESS NOTED. PART DESCRIPTION ESP, NUMBER HILTI"KWIK HUS-EZ" t "KWIK NUS-EZ-I" CONCRETE SCREWS ESR-3027 HILTI"KWIK BOLT 3 EXPANSION ANCHOR" ESR-1385 HILTI "HDA UNDERCUT ANCHORS" ESP-1546 METAL STUDS ESR-3064P HILTI "KWIK HUB-EZ" ESR-3056 HILTI LOW VELOCITY POWER DRIVEN FASTENERS ESR-1663 HILTI LOW VELOCITY POWER DRIVEN TRACK FASTENERS ESR-1752 HILTI SELF DRILLING AND SELF PIERCING SCREWS ESR-2196 HILTI X-U UNIVERSAL KNURLED SHANK FASTENERS ESR-226q HILTI KWIK FLEX SELF DRILLING SCREWS I ESR-3332 Placement Inspection of Units Tendon Tests Mix Designs on n r, List all other additional of required inspections, conditions, tests, or special inspections here: Reinforcing Placements Ai a u Post anchors Insert Placement ,r'r 'Tina systom City of Tulttr'ila seismic Concrete Botching 8UlLM!G DIVl:= Concrete Placement Installation Inspection William Carter w/ Title: sr. Proj. Architect Cast Samples Farm completed by: William >;. Abbot -Architect Pick-up Samples Telephone No: 61 4- 5 8 2- 6 0 0 6 Date: 12 -17-1 8 Compression Tests 11.18.020.31620 SHEET 121 4J mmw 1) 1 joa5 F3ECti»Ei? 9 CITY OF WKWILA 8 APR 02 2019 PERPw r Plot date: 22 March 2019 1 axtt0 0Qou) (2)-#12 SCREWS @ 16" O.C. ~ M J 0 Co THROUGH FINISH INTO EXIST 0 w v BULKHEAD FRAMING, TYP M z to Q (2)-#12 SCREWS @ 16" O.C. (2)-#12 SCREWS @ 16" O.C. 3625I62-43 m THROUGH FINISH INTO EXIST THROUGH FINISH INTO EXIST DIAGONALS AT 48" a BULKHEAD FRAMING, TYP EXIST MALL BULKHEAD BULKHEAD FRAMING, TYP EXIST MALL BULKHEAD O.C., SEE L/53.00 EX157 MALL BULKHEAD EXIST MALL BULKHEAD EXIST MALL BULKHEAD w FOR ATTACHMENT z ' 18 GA VERTICAL SLOTTED _ 16 GA VERTICAL SLOTTED TO STRUCTURE ' SLIP TRACK "MAXTRAK" BY SLIP TRACK "MAXTRAK" BY CLARK DIETRICH SYSTEMS, CLARK DIETRICH SYSTEMS, MAX DIAGONAL INC. CONNECT VERT STUD INC. CONNECT VERT STUD LENGTH = 10'-0". 1B GA VERTICAL SLOTTED (2)-#12 SCREWS @ 16" O.C. 18 GA VERTICAL SLOTTED (2)-#12 SCREWS @ 16" O.C. 15 GA VERTICAL SLOTTED TO SLIP TRACK WITH TO SLIP TRACK WITH CONTACT SLIP TRACK "MAXTRAK" BY THROUGH FINISH INTO EXIST SLIP TRACK "MAXTRAK" BY THROUGH FIN15H INTO EXIST SLIP TRACK "MAXTRAK" BY14 SCREW5 PER MANUF SCREWS PER MANUF ENGINEER IF CLARK DIETRICH SYSTEMS, BULKHEAD FRAMIiJG, TYP CLARK DIETRICH SYSTEMS, BULKHEAD FRAMING, TYP CLARK DIETRICH SYSTEMS, RECOMMENDATIONS RECOMMENDATIONS LONGER INC. CONNECT VERT STUD INC. CONNECT VERT STUD INC. CONNECT VERT STUD 14 CONT. 362SI62-43 TO SLIP TRACK WITH TO SLIP TRACK WITH TO SLIP TRACK WITH 362SI62-43 AT 16' O,C. 362SI62-43 AT ib' O.C. CONT. 362SI62-43 CONT. 362SI62-43 MAX. TYP. UNO. MAX. TYP. UNO. CANT, 362SI62-43 SCREW5 PER MANUF SCREWS PER MANUF SCREWS PER MANUF CONT. 3625162-43 RECOMMENDATIONS RECOMMENDATIONS RECOMMENDATIONSCo - - 362SI62-43 DIAGONAL 3625162-43 DIAGONAL (4) #10 SCREWS, TYP. BRAGS @ 48" O.C. MAX. BRACE @ 48" O.C. MAX. (4) #10 SCREWS, TYP. 362SI62-43 AT 16" O.G. MAX. TYP. UNO. 362SI62-43 3625162-43 DIAGONAL 4) #10 SCREW5, TYP. 362SI62-43 ( (4) #10 SCREWS, TYP. DIAGONALS AT 48" DIAGONALS AT 48" BRACE AT 45" O.C. 362SI62-43 362SI62-43 O.C., SEE L/53.00 O.C., SEE L/53.00 DIAGONALS TO ALIGN DIAGONALS AT DIAGONALS AT FOR ATTACHMENT 362SI62-43 DIAGONAL CONT. 362TI50-43 FOR ATTACHMENT14 „ AB' O.G., SEE /� 48' O.G., SEE TO STRUCTU E -- CONT. 362TI50-43 BRACE A7 48 Q.C. L/53.00 FOR W/ (2) #10 SCREWS L/53.00 FOR TO STRUCTURE CONT, 362TI50-43 W/ (2) #10 SCREW5 DIAGONALS TO ALIGN ATTACHMENT AT EACH STUD AND ATTACHMENT W/ (2) #10 SCREWS — @ 12" Q.C. AT EA. TO STRUCTURE (2) #10 SCREWS AT TO STRUCTURE 362SI62-43 AT 16' O.C. @ 12' O.C. AT EA. STUD, TYP 12" O.C. INTO BEAM, MAX. TYP. UNO. MAX DIAGONAL STUD, TYP MAX DIAGONAL LENGTH = 10'-0". LENGTH = 10-0. MAX DIAGONAL TYP MAX DIAGONAL CONTACT LENGTH = LENGTH CONTACT = \ ENGINEER IF 10'-0'. IO'-0". ENGINEER IF LONGER LONGER CONTACT CONTACT ENGINEER IF ENGINEER IF ® E LONGER LONGER v RY D. k A >- x2 o SEE PLAN BOXED BM., BOXED BM., �Q�G pF �ASt yc f Z 0 . SEE PLAN SEE PLAN Q Q BOXED SM., y o SEE PLAN -. J m 0 46188 0 I % � (4) #10 SCREWS, TYP. EXPIRES_1 2 0 CONT 362T150-43 E! " c o TOP TRACK N a 4 Ir 3625I62-43 AT 1 O.C. #10 SCREW AT oQ INSTALL AN EXTRA SEE G/53.00 FOR STUD AT EA VERTICAL EACH STUD SEE G/53.00 FOR 11 ao w BASE CONNECTION WINDOW MULLION BASE CONNECTION Y } ¢ > F- ~ w z 0Qy p O U w > Q _3 3; O I z V J n� z ww z tr o mn wQ a 3/4" TYP CONT 362T200-43 w/ (2) Lu n o v d #10 SCREWS EACH LEG AT w F EACH VERT STUD (2)-1/4" DIA HIL71 KWIK HUS-EZ CONIC ANCHORS @ 12" Q.C. (1 5/8" EMBED) p? z O y SECTION @ENTRY DOOR (RIGHT SIDE) ® SECTION @ ENTRY SIDE IT (RT SIDE) C SECTION @PORTAL PILASTER B SECTION @ GLAZING A SECTION @ SIDE SIG AGE Lu S3.07 SCALE: 1/2" = 1'-0" 53.07 SCALE: 1/2" = 1'-0" 53.07 SCALE: 1/2" = 1'-0" 53.07 SCALE: 1/2" = 1'-0" 53.07 SCALE: 1/2" = 1'-0" ATTACH TO STRUCTURE ABOVE PER. DETAIL C/53.00 � � a N N Z H cry O V ILI O UNISTRUT PI000 "P5501 TYPICAL AT EACSEE DETAIL M/ w Q wATTACHMENT TOMAX LENGTH = F- aa m + + - + + O � CONT. 362T150-33 ATTACHED N W/ (1) #10 SCREWS EA. LEG BOX BEAM SEE 7o EA. STUD $ (2) #10 r PLAN SCREWS TO BOX BEAM AT 16" M Y W cc O H in 2x2xl6GA CLIP W/(2) #10-16 (n SCREWS EACH LEG 0 0 UNISTRUT P5501 TO PROVIDE Lu L r m MONITOR LATERAL BRACING. 4# Q MECHANICALLY ATTACH MONITORS TO U) UNISTRUT. REFER TO PLAN FOR ui SPACING. W < T P. SEE ARCH. z CO o::_ w W t� vZx V-00 aEF J 0 _ J � � cc z (n V) ® uw 0 UNISTRUT P2473 (BEYOND), W J V TYP. UNISTRUT P1000T, W = UJ o TYP. ~ LL) ~ H C.> I'�' O ~ z BUILT UP BOX BM 3 5/8" J N Q w DP, 20 GA STUD WITH 3 O W W Q 5/8' , 20 GA TRACK. 00 ATTACH 70 FULL HEIGHT U V7 STUD EA END w/ 1/4" DIA HILTI KWIK 2"x2"xV-3 1/2" LG, 14 GA PUS-EZ CONCRETE FRAMING CLIP TOP f L SCREW5 (3" EMBED) BOTTOM w/ (2) #10 AT 12" O.C.SCREW5 IN EACH LEG UNISTRUT 'P2942' BASE #8 SCREWS @ W/(2)1/2"¢ ROD W/4" EMBED 12" O.C., TYP,HILTI "HY200" APHESSIVE SYSTEM EA. END OF POST. TYP. 3625162-43 AT 12" O.C. WITH J CONT. 362TI50-43 TRACK F_qu 70P AND BOTTOM. CITY OF WKWILA AP;i 02 2019 11.18.020.31620 3/4" TYP SHEET PERMIT CENTER VIDE® WALL S CTICN S3.07 SCALE: 1" = 1'-0" Plot date: 22 March 2019