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Home My WebLink AboutPermit D19-0392 - ASHLEY FURNITURE - INTERIOR IMPROVEMENTASHLEY FURNITURE 17501 SOUTHCENTER PKWY FINALED 05/20/2020 D19-0392 Parcel No: Address: It City of Tukwila Department of Community, Development 63O0Snuth:enterBoulevard, Suite #18O Tukwila, Washington 9D188 Phone: 206'431'3670 Inspection Request Line: 206'430'9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2623049067 Permit Number: D19-0392 Project Name: ASHLEY FURNITURE Issue Date: 2/25/202O Permit Expires On: 8/23/2020 Owner Name: Contact Person: Name Address: Contractor: License No: Lender: Name: CLPF-TUKWILA LIP 7325l66THAVE N[#FJ60C/O 15H PROPERTIES INC, REDMOND, WA, 98052 SUPERIOR BUILDERS INC 184 SUPERB|llZDI Address: ONE A5HBYWAY, ARCADk�WI, 54612 Phone: (206) 324'4800 Phone: (253)922'7160 Expiration Date: 3/4/2021 DESCRIPTION OF WORK: 37,141 SF OF INTERIOR REMODEL TO A PORTION OF AN EXISTING SHOPPING CENTER. THE EXTERIOR SCOPE INCLUDES ANEW ACCESS DOOR |NTHE REAR OFTHE SPACE, NEW PAINT, AND PARTIAL MATERIAL REPLACEMENT OmTHE EXTERIOR FRONT OFTHE STORE. Project Valuation: $900,000.00 Type ofFire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: U8 Electrical Service Provided by: TUKWILA Fees Collected: $13'387.73 Occupancy per IBC: M Water District: H|GHUNEJUKVV#-A Sewer District: TUKWILA Current Codes adopted bythe City uJTukwila: 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: mACities Electrical Code: VVA[Z9§-4§8: VVAState Energy Code: 2017 2017 2017 2015 Public Works Activities: [hanneUzadon/5thpinQ: CurbCut/Acceos/Sidawa|k: Fire Loop Hydrant: Flood Control Zone: Hau|ing/OversizeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: O Fill: 0 Number: O No Permit Center Authorized Signature: It -Date: a��4�'� I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state orlocal laws regulating construction orthe performance ofwork. |amauthorized tosign and obtain this development permitAndagree tqthe conditions attached to this permit. Print ` This permit shall become null and void if the work isnot comnnencedwithin l80days for the date ofissuance, orif the work is suspended orabandoned for aperiod ofI8Odays from the last inspection. PERMIT CONDITIONS: I: 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. 2; 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 InspectoT until final inspection approval is granted. ]: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Tab(el7OS3. 4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association ofBuilding Official Certified welder. S: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 6: When special inspection is required, either the owner orthe 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. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall besubmitted tothe Building Official. The final inspection report shall beprepared bythe approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the seisrrfic design requirementsfor nonstructural components. A3CE7,Chapter l3. 9: Partition walls shall not betied toasuspended ceiling grid. All partitions greater than 6feet \nheight shall belaterally braced tothe building structure. Such bracing shall beindependent ofany ceiling splay bracing. 10: Readily accessible access toroof mounted equipment isrequired. 11: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed inconcealed spaces inbuildings ofType III, IV, orVconstruction, the flame spread and smoke - developed |imitationsdonotapp|ytofadngs,thatareinstaUedbehindandinsubatant\a|contactwiththe unexposed surface ofthe ceiling, wall orfloor finish. 12: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. l]: Structural Observations inaccordance with iBI.Section 17OAisrequired. Atthe conclusion ofthe work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 14: Notify the City ofTukwila Building Division prior to placing any concrete. This procedure is inaddition to any requirements for special inspection. 15: 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. 16: Masonry construction shall bespecial inspected. 17: 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 ofstorage racks 8feet orgreater inheight. lB: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 19: 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 onsatisfactory completion ofthis requirement. 20: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall beatpoints within the upper one-third and lower one-third ofthe water heater's vertical dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping. 21: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (2U6'43l'367U). ZZ: VALIDITY OFPERMIT: 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 ofthe City ofTukwila shall not bevalid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 23: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (2U6/43l'367O). 24: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 25: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 40]ofWashington State Amendments 26: `ELECTRICAL PERMIT CONDITIONS' 29: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated atone extinguisher for each l,S0}sq. ft. ofarea. The extinOui»he,(dshould hecf the "All Purpose" (3A^40B:C) dry chemical type. Travel distance toany fire extinguisher must be7S'o/less. (|F[ 906.3)(NFPA10,5.4) 27: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall boalong normal paths uftravel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (/FC9U6.5) 28: 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 beemptied 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) 30: Maintain fire extinguisher coverage throughout. 31: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (|F[lOIU19) 32: 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. (IFC Chapter 10) 33: Exit hardware and marking shall meet the requirements of the International Fire Code. (|F[Chapter 1O) 34: Door handles, pulls, latches, locks and other operating devices on doors required tnbeaccessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist tooperate. (|F[10l0.l.91) 35: Exits and exit access doors shall bemarked byanapproved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (|F[ zVl].l) 36; Every exit sign and! directional exit sign shall have plainly legible letters not less than 6inches (152 mm) high with the principal strokes of the letters not less than O.75 inch (ly1mm) wide. The word "EX|T"shall have letters having a width not less than J inches(5l mm) wide except the letter "|"^ and the minimum spacing between letters shall not beless than 0,376inch (9.Smm). Signs larger than the minimum established in the International FireCode 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 isorisnot energized. |fanarrow bprovided aspart ofthe exit sign, the construction shall besuch that I:hearrow direction cannot bereadily changed. (/F[lO1l6l) 37: Exit signs shall beilluminated atall times. Toensure continued illumination for aduration ofnot less than 90 minutes in case of primary power loss, the sign illumination means shall be connected toanemergency power system provided from storage batteries, unit equipment or on'sitegeneratnr. (|F[ 1013.6.3) 38: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of I foot-candle (l1lux) and a minimum atany point pfO.lfoot-candle (1lux) measured along the path of egress atfloor level, illumination levels shall be permitted to decline to 0.6 foot-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. 4 maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (|F[l0O8.].5) 42: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Requiredd-systems shall be extended, altered oraugmented asnecessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall bedone inaccordance with applicable standards. (|FC901.4) 40: Sprinklers shall beinstalled under fixed obstructions over 4feet (I2m)wide. (NFPA13'8.6.533) 39: All new sprinkler systems and all modifications toexisting sprinkler systems shall have fire department review and approval ofdrawings prior toinstallation o/modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads 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 tothe Tukwila Fire Prevention Bureau. Nosprinkler work shall commence without approved drawings. (City Ordinance No. l436). 43: Afire alarm system isrequired for this project, The fire alarm system shall meet the requirements nf NfP.A.72and City Ordinance #24]7. 45: Maintain fire alarm system audible/visual notification. Addition/relocation ofwalls orpartitions may require relocation and/or addition ofaudible/visual notification devices. (City Ordinance #Z437) 44: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. Nqwork shall commence until afire department permit has been obtained. (City Ordinance #2437)(|F[9012) 46: An electrical permit from the City of Tukwila Building Department Permit Center (20,6-431-3670) is required for this project. 47: All electrical work and equipment shall conform strictly tothe standards ofthe National Electrical Code. (NFPA70) 48: The maximum flame spread class nf finish materials used oninterior walls and ceilings shall not exceed that set forth inTable No. D03.lIofthe International Building Code. 49: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the pnoperty, These numbers shall contrast with their background. Address numbers shall beArabic numbers o/alphabet letters. Numbers shall beaminimum nf4inches (1O2mm)high with aminimum stroke width ofO.5inch (12.7mm). (|F[50Il) 41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests, (City Ordinances #2436and #I437) 50: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition urviolation. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2D6)438'93sO 1700 8U|LD|NGF|NAL** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING I400 FIRE FINAL 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUMBDARD 1800 MECHANICAL FINAL 1900 PLUMBING FINAL 4000 S|'[ONC8ETE[ON5T 4045 S|-EPDXY/EXPCONC 4022 S|-MASONRY 4039 S|'SBSM|[REST|ST 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. b1C4 0 Project No. Date Application Accepted: 1)-4'1 10 — I q (o-1()-t Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail. **Please Print** SITE INFORMATION 17501 SOUTHCENTER PARKWAY Site Address: TUKWILA, WA 98188 Tenant Name: ASHLEY FURNITURE King Co Assessor's Tax No.: 2623049136-07 Suite Number: PROPERTY OWNER Name: CLPF - TUKWILA, L.P. Address: City: State: Zip: CONTACT PERSON - person receiving all project communication Name: NATHALIE DOYLE Address: 311 FIRST AVE. SOUTH City: SEATTLE State:WA Zip: 98104 Phone: 206.324.4800 Email:NATHALIE.DOYLE@JACKSONMAIN.COM DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE Name: Address: City: State: Zip: Phone: Email: GENERAL CONTRACTOR INFORMAT1ON Company Name: SUPERIOR BUILDERS, INC. Address: 6313 20th St E. City:FIFE State:WA Zip: 98337 Phone: 253-922-7160 St Contr Reg No.: SUPERB1112D2 Exp Date:03/04/20; Tukwila Business License No:: #BUS-0999157 Floor: New Tenant: . Yes ..No ARCHITECT OF RECORD Company Name: JACKSON MAIN ARCHITECTURE Address: 311 FIRST AVE. SOUTH City: SEATTLE State: WA Zip: 98104 Phone: 206.324.4800 Email: MATT.LAASE@JACKSONMAIN.COM ENGINEER OF RECORD Company Name: SWENSON SAY FAGET Address: 2124 THIRD AVE., SUITE 100 City: SEATTLE State: WA Zip: 98121 Phone: 206.956.3735 Email: BBRESKO@SSFENGINEERS.COM LENDER - WHO IS FUNDING THE PROJECT (required for projects $5,000 or greater per RCW 19.27.095) Name: n Sifl I -el 1-th tthP .-1-b'C'e-' Address: owe- if\ shie-a City: A v cot ali a SCate: ' GU i Zip: MONTHLY SERVICE BILLING -or- WATER METER REFUND/BILLING Name: Address: City: State: Zip: Phone: W:\Permit Center (Rachelle)\ ApplicationslWord \Construction Permit Application Revised 6.2019.docx Revised: June 2019 Page 1 of 3 BUILDING DIVISION INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 900,000.00 Existing Building Valuation: $ 29,108,500 Describe the scope of work (please provide detailed information): 37,141 SF OF INTERIOR REMODEL TO A PORTION OF AN EXISTING SHOPPING CENTER. THE EXTERIOR SCOPE INCLUDES A NEW ACCESS DOOR IN THE REAR OF THE SPACE, NEW PAINT AND PARTIAL MATERIAL REPLACEMENT ON THE EXTERIOR FRONT OF THE STORE. Will there be new rack storage? ❑.. Yes 124.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s1Floor 126,196 SF 37,141 SF 0 0 II-B M 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Garage ❑ Attached 0 Detached Carport • Attached ■ Detached Covered Deck Uncovered Deck PLANNING DIVISION INFORMATION — 206-431-3670 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. Numbcr of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS — 206-575-4407 KSprinklerslig_ Automatic Fire Alarm ❑ None ❑ Other (specify) Will thre be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes /� No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety ata Sheets. PUBLIC WORKS INFORMATION — 206-433-0179 ❑ ...Permanent Water Meter Size (1) . WO # (2) " WO # (3) " WO # ❑ ...Temporary Water Meter Size (1). " WO # (2) " WO # (3) " WO # ❑ ...Water Only Meter Size WO # 0 Deduct Water Meter Size " ❑ ...Sewer Main Extension Public 0 Private ❑ ❑...Water Main Extension Public 0 Private 0 W:\Permit Center (Rachelle)\Applications\Word \Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 2 of 3 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). [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 OWNER OR AUTHORIZED AGENT: Signature: 1716A-- Date: t 2 / t `:\ Print Name: Kleyttlnati le__ Day Telephone: 2 1) - 3 2- (-1 Mailing Address: 31‘ k - .14 kve S 1--011 City cp,2) State Zip W:l.Pormit Center (Raehelle)\Applications WordtConstruction Permit Application Revised 6.2019.docx Revised: June 2019 Page 3 of 3 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT I QUANTITY PermitTRAK PAID $8,278.45 D19-0392 Address: 17501 SOUTHCENTER PKWY Apn: 2623049067 $8,278.45 DEVELOPMENT $7,885,43 PERMIT FEE R000.322.100.00.00 0.00 $7,860.43 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $393.02 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R20256 R000.322.900.04.00 0.00 $393.02 $8,278,45 Date Paid: Tuesday, February 25, 2020 Paid By: HMC CONSTRUCTION Pay Method: CHECK 26487 Printed: Tuesday, February 25, 2020 1:39 PM 1 of 1 SYSTEMS Receipt Number 149308 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY i D19-0392 Address: 17501 SOUTHCENTER PKWY Apn: 2623049067 PAID $5,109.28 $5,109.28 DEVELOPMENT $5,109.28 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R19308 R000.345.830.00.00 0.00 $5,109.28 $5,109.28 Date Paid: Monday, December 16, 2019 Paid By: HMC CONSTRUCTION INC Pay Method: CHECK 25946 Printed: Monday, December 16, 2019 4:04 PM 1 of 1 SYSTEMS Structural Calculations For: Ashley Furniture Tukwila, WA Prepared for: Job #: Date: Project Engineer: REVIEWED FOR CODE COMPLIANCE APPROVED FEB 252020 * , City of Tukwila BUILDING DIVISION Jackson Main Architecture 10993-2019-12 January 21, 2020 Scott Wible CORRECTION LTR# 1') 141-- 0312 FILE RECEIVED CITY OF TUKWILA JAN 21 2020 PERMIT CENTER STRUCTURAL ENCINEERING SEATTLE TACOMA 2124 Third Ave, Suite 100, Seattle, WA 98121 934 Broadway, Suite 100, Tacoma, WA 98402 0 206.443.6212 - ssfengineers.com 0 253.284.9470 UCTURAL ENGINEERING PRO JASEcT 407 _EViZ Ait4%-11/Rite DATEzier/ty, PRO1 DESIGN F.1 • c7" N La r6 0 Lr) N O 0 rsi CO co GI Cr' • C-3 • 0 • IrP. 0' o' O 0 > < 2 ;9- SWENSON SAY SHEET STRUCTURAL ENGINEERING ASK / Pu rtA, Q PROJECT DATE 00 3a� o0 0 j U SWENSON SAY FAGET STRUCTURAL ENGINEERING RN.ITQR rz/zsl/> w SHEET SWENSON SAY SIMPSON Strong -Tie Anchor DesignerTM Software Version 2.8.7094.0 1.Prcdect information Customer company: Customer contact name: Customer e-mail; Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-14 Units: Imperial units Anchor information: Anchor type: Concrete screw Material: Carbon Steel Diameter (inch): 0.500 Nominal Embedment depth (inch): 3.500 Effective Embedment depth, her (inch): 2.560 Code report: ICC-ES ESR-2713 Anchor category: 1 Anchor ductility: No hrniri (inch): 5.42 c. (inch): 3.88 Crnin (inch): 1.75 Smin (inch): 3.00 Recommended Anchor Anchor Name: Titen HD® - 1/20 Titen HD, hnom:3.5" (89mm) • .Code Report: ICC-ES ESR-2713 Company: Date: 12/17/2019 Engineer: Page: 1/5 Project: Address: Phone: E-mail: Project description: Location: Fastening description: Base Material Concrete: Normal -weight Concrete thickness, h (inch): 5.50 State: Cracked Compressive strength, f (psi): 3000 4)c,v: 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement Not applicable Reinforcement provided at corners: No Ignore concrete breakout in tension: No Ignore concrete breakout in shear: No Ignore 6do requirement: Not applicable Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 2.25 x 5.50 x 0.19 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Anchor Designer" Software Version 2.8.7094.0 e Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: not set Seismic design: No Anchors subjected to sustained tension: Not applicable Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No Strength level loads: Nua Ilb]: 2382 Vuax [Ib]: 0 Vuay [Ib]: 0 [ft-Ib]: 0 Mu), Ift-lbj: 0 <Figure 1> Company: Date: 12/17/2019 Engineer: Page: 2/5 Project: Address: Phone: E-mail: 2382 Ib 0 f-Ib 0 Ib Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA.94588 Phone: 925.560,9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong -Tie Anchor Designer TM Software Version 2.8.7094.0 <Figure 2> Company: Date: 12/17/2019 Engineer Page: 3/5 Project: Address: Phone: E-mail: Input data and results must be checked for agreement wtth the existing cIrcumStances, the standards and guidelines must be checked for plausibility. Simpson 5trong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong -Tie Anchor Designer"" Software Version 2.8.7094.0 . Resulting Anchor Forges Anchor Tension load, Nub (Ib) Company: Date: 12/17/2019 Engineer: Page: 4/5 Project: Address: Phone: E-mail: Shear Toad x, V. (lb) Shear load y, V. (lb) Shear load combined, J(V,mx)2+(Vwy)2 (Ib) 1 2382.0 0.0 0,0 0.0 Sum 2382.0 0.0 Maximum concrete compression strain (% ): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (Ib): 2382 Resultant compression force (Ib): 0 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'r,r (inch): 0.00 4. Steel Strength of Anchor in Tension (Sec.17.4.1) NNa (Ib) fi 0N.. (Ib) 20130 0.65 13085 §. Concrete Breakout Strenath of Anchor in Tension,($ec.17,4.2} Nc = kd.*'cho (Eq. 17.4.2.2a) kc c (psi) he (in) Na (Ib) 7.0 1.00 3000 2.560 3814 CNN, t¢ (AN*/ ANm) Y4aN WAN Y'cA,wNb (Sec. 17.3.1 & Eq. 17.4.2.1 a) Al* (In 2) A,v. (n2) C..wl (in) Y'.,,v Wc.N 58.98 58.98 6.50 1.000 1.00 0.0 <Figure 3> 0.0 0Nm (Ib) 0.65 2479 11, Resultq 11. Interaction of Tensile and Shear Forces (Sec. A.7)? Tension Factored Load, Nun (Ib) Design Strength, eN„ (Ib) Ratio Status Steel 2382 13085 0.18 Pass Concrete breakout 2382 2479 0.96 Pass (Governs) 1f2"0 Titen HD, hnom:3.5" ($9mm) meets the selected design criteria. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility, Simpson Sarong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtle.com SIMPSON Strong -Tie Anchor DesignerTm Software Version 2.8.7094.0 Company: Date: 12/17/2019 Engineer: _Page: 5/5 Project: Address: Phone: E-mail: - Designer must exercise own judgement to determine If this design is suitable. - Refer to manufacturer's product literature for hole cleaning and installation Instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tle Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax. 925.847.3871 www.strongtie.com Project Name: CFS Calcs 2.0 Model: 10ft Partition Wall - Seismic Code; 2012 NASPEC [AISI S100-2012j 10 ft T Page 1 of 2 Date: 01/08/2020 Simpson Strong -Tie® CFS Designer' 3.0.0.3 Vertical F2= 106.67 lb F4= 66.67 lb M= 333.33 ft-lbs Seismic Member F4= 54.13 lb M= 270.67 ft-lbs Seismic Fastener F4= 54.13 lb M= 270.67 ft-lbs 4r6 *- no= 1.00 -4 tr--EV A•5""'°° Connector RCKW5.5 @16 (in) oc wl (6)#12 Screws .1.1). CAT -Loa Anchor : (1) 0.5" dia Titen HD, hnom=3.25" Ea.Clip Connector Stiffness = 338000 in-lb/rad Section : 6008162-43 (33 ksi) Single C Stud c 16 "o.c. Maxo= 1390.0 Ft -Lb Va= 1415.7 Ib Pa = 1078.0 Ibs Moment of Inertia, 1=2.32 inA4 Loads have NOT been modified for strength checks Loads have not been modified for deflection calculations Stud Bracing (KyLy,KtLt) Distance: 120 " o.c. Distortional Buckling Inputs: krp = 0 lb-in/in; Lm = None Live Allowed Interaction Seismic* Allowed Interaction Member Axial, Ibs 106.67 1078.0 9.89% 106.67 1078.0 9.89% (ASD) Shear, Ibs 66.67 1240.3 5.38% 54.13 1240.3 4.36% Moment, ft-lbs 333.33 437.0 76.28% 270.67 437.0 61.94% Shear/Moment 0.244 1.000 24.40% 0.198 1.000 19.80% Axial/Moment 0.874 1.000 87.40% 0.729 1.000 72.90% Deflection Member, in 0.210 0.171 Deflection Connector, in 1.420 1.153 Total Deflection, in 1.631 1.324 U L/147 U181 Connector Shear, Ibs 66.67 1035 6.44% 54.13 1035 5.23% (ASD) Moment, in-lbs 4000.00 6245 64.05% 3248.00 6245 52.01% Shear/Moment 64.05% 52.01% Anchor Shear, Ibs 106.67 3315 3.22% 77.33 2874 2.69% (LRFD) Tension, lbs 2479.48 3078 80.55% 1774.59 2309 76.87% Shear/Tension - 80.55% 76.87% *Seismic member is calculated with Ap,Rp from wall elements, Connector and Anchor is calculated from Ap,Rp from fasteners of the connecting systems. Anchors is also multiplied by C)0. Ref ASCE chapter 13. SIMPSON STRONG.TIE COMPANY INC. www.strongtie.com Project Name: CFS Calcs 2.0 Model: 10ft Partition Wall - Seismic Code: 2012 NASPEC [AIS1 S100-2012] Page 2 of 2 Date: 01/08/2020 Simpson Strong -Tie® CFS Designer"' 3.0.0.3 Anchor Design to Concrete Condition: Live, Seismic C,D,E or F, 00 = 1 CI = 24" Concrete thickness, h = 5.5" C2 = 24" fc = 3 ksi NW uncracked El = 24" E2 = 24" El E2 Check Minimums: Concrete thickness: hmin = 5.000 in <= 5.500 in -ok Edge Distance: cmin = 1.750 in <= 24.000 in -ok Anchor Spacing: NA Anchor (LRFD) Live: ASD x 1.6, Seismic: ASD/0.7 Live Seismic* Factored Factored Factored Factored Anchor Strength Anchor Strength Forces (Ib) (Ib) Interaction Forces (Ib) (Ib) Interaction Tension Steel Strength 247'9 13085 18.95% 1775 13085 13.56% Concrete Breakout 2479 3078 80.55% 1775 2309 76.87% Pullout 2479 na 0.00% 1775 na 0.00% Shear Steel Strength 107 4473 2.38% 77 2874 2.69% T Concrete breakout x+ 107 11093 0.96% 77 11093 0.70% T Concrete Breakout y+ 107 22186 0.48% 77 22186 0.35% Concrete Pryout 107 3315 3.22% 77 3315 2.33% interaction/Controlling 80.55% 76.87% *Seismic member is calculated with Ap,Rp from wall elements, Connector and Anchor is calculated from Ap,Rp from fasteners of the connecting systems. Anchors is also multiplied by 00. Ref ASCE chapter 13. SIMPSON STRONG -TIE COMPANY INC. www.strongtie.com Project Name: CFS Calcs 2.0 Model: 11ft Partition Wall - Seismic Code: 2012 NASPEC [AISI S100-2012] Oft 11ft T Page 1 of 2 Date: 01/08/2020 Simpson Strong -Tie® CFS Designer"' 3.0.0.3 Vertical F2= 117.33 Ib Live F4= 73.33 Ib M= 403.33 ft-lbs Seismic Member F4= 59.55 Ib M= 327.51 ft-Ibs Seismic Fastener F4= 59.55 Ib M= 327.51 ft-lbs 0=1.00 Connector : RCKW5.5@16 (in) oc w/ (6)#12 Screws Anchor : (1) 0.5" die Titen HD, hnom=3.25" Ea.CIip Connector Stiffness = 338000 in-Ib/rad Section : 6005162-54 (50 ksi) Single C Stud © 16 "o.c. Maxo= 2527.1 Ft -Lb Va= 2822.9 Ib Pa =1205.0 lbs Moment of inertia, 1=2.86 in"4 Loads have NOT been modified for strength checks Loads have not been modified for deflection calculations Stud Bracing (KyLy,KtLt) Distance: 132 " o.c. Distortional Buckling Inputs: kg) = 0 Ib-in/in; Lm = None Live Allowed Interaction Seismic* Allowed Interaction Member Axial, lbs 117.33 1205.0 9.74% 117.33 1205.0 9.74% (ASD) Shear, Ibs 73.33 1947.4 3.77% 59.55 1947.4 3.06% Moment, ft-Ibs 403.33 467.0 86.37% 327.51 467.0 70.13% Shear/Moment 0.162 1.000 16.20% 0.131 1.000 13.10% Axial/Moment 0.976 1.000 97.60% 0.811 1.000 81.10% Deflection Member, in 0.250 0.203 Deflection Connector, in 1.890 1.535 Total Deflection, in 2.140 1.738 U U123 U152 Connector Shear, lbs 73.33 1390 5.28% 59.55 1390 4.28% (ASD) Moment, in-Ibs 4840.00 8225 58.84% 3930.08 8225 47.78% Shear/Moment 58.84% 47.78% Anchor Shear, Ibs 117.33 3315 3.54% 85.07 3315 2.57% (LRFD) Tension, Ibs 3045.65 3078 98.94% 2172.47 3078 70.58% Shear/Tension 98.94% - 70.58% *Seismic member is calculated with Ap,Rp from wall elements, Connector and Anchor is calculated from Ap,Rp from fasteners of the connecting systems. Anchors is also multiplied by DO. Ref ASCE chapter 13. SIMPSON STRONG -TIE COMPANY INC. www.stronptie.com • ProjeOt Name: CFS Calcs 2.0 Model: llft Partition Wall - Seismic Code: 2012 NASPEC [AISI 8100-20121 Page 2 of 2 Date: 01/08/2020 Simpson Strong -Tie® CFS Designer 3.0.0.3 Anchor Design to Concrete Condition: Live, Seismic A or B, 00 = 1 Cl = 24" Concrete thickness, h = 5.5" C2 = 24" fc = 3 ksi NW uncracked El = 24" E2 = 24" El E2 Check Minimums: Concrete thickness: hmin = 5.000 in <= 5.500 in -ok Edge Distance: cmin = 1.750 in <= 24.000 in -ok Anchor Spacing: NA Anchor (LRFD) Live: ASD x 1.6, Seismic: ASD/0.7 Live Seismic* Factored Factored Factored Factored Anchor Strength Anchor Strength Forces (Ib) (Ib) interaction Forces (Ib) (Ib) interaction Tension Steel Strength 3046 13085 23.28% 2172 13085 16.60% Concrete Breakout 3046 3078 98.94% 2172 3078 70.58% Pullout 3046 na 0.00% 2172 na 0.00% Shear Steel Strength 117 4473 2.62% 85 4473 1.90% T Concrete breakout x+ 117 11093 1.06% 85 11093 0.77% T Concrete Breakout y+ 117 22186 0.53% 88 22186 0.38% Concrete Pryout 117 3315 3.54% 85 3315 2.57% Interaction/Controlling 98.94% 70.58% *Seismic member is calculated with Ap,Rp from wail elements, Connector and Anchor is calculated from Ap,Rp from fasteners of the connecting systems. Anchors is also multiplied by 00. Ref ASCE chapter 13. SIMPSON STRONG•TIE COMPANY INC. www.strongtie.com Project Name: CFS Calcs 2.0 Model: 13ft Partition Wall - Seismic Code: 2012 NASPEC [AISI S100,20121 oft 13ft Page 1 of 2 Date: 01/08/2020 Simpson Strong -Tie® CFS Designer` 3.0.0.3 Vertical F2= 69.33 Ib Live F4= 43.33 Ib M= 281.67 ft-Ibs Seismic Member F4= 35.19 Ib M= 228.71 ft-lbs Seismic Fastener F4= 35.19 Ib M= 228.71 ft-Ibs no=1.00 Connector : RCKW5.5 @8 (in) oc w/ (6)#12 Screws Anchor : (1) 0.5" dia Titen HD, hnom=3.25" Ea.Clip Connector Stiffness = 338000 in-lb/rad Section : 6005162-54 (50 ksi) Single C Stud @ 8 "o.c. Maxo= 2527.1 Ft -Lb Va= 2822.9 Ib Pa = 891.0 Ibs Moment of Inertia, 1=2.86 in"4 Loads have NOT been modified for strength checks Loads have not been modified for deflection calculations Stud Bracing (KyLy,KtLt) Distance: 156 " o.c. Distortional Buckling Inputs: kg) = 0 Ib-in/in; Lm = None Live Allowed interaction Seismic* Allowed Interaction Member Axial, Ibs 69.33 891.0 7.78% 69.33 891.0 7.78% (ASD) Shear, lbs 43.33 1947.4 2.23% 35.19 1947.4 1.81% Moment, ft-Ibs 281.67 349.0 80.71% 228.71 349.0 65.53% Shear/Moment 0.113 1.000 11.30% 0.091 1.000 9.10% Axial/Moment 0.896 1.000 89.60% 0.742 1.000 74.20% Deflection Member, in 0.244 0.198 Deflection Connector, in 1.560 1.267 Total Deflection, in 1.804 1.465 L/ U173 U213 Connector Shear, Ibs 43.33 1390 3.12% 35.19 1390 2.53% (ASD) Moment, in-Ibs 3380.00 8225 41.09% 2744.56 8225 33.37% Shear/Moment 41.09% 33.37% Anchor Shear, lbs 69.33 3315 2.09% 50.27 2874 1.75% (LRFD) Tension, Ibs 2072.93 3078 67.34% 1487.06 2309 64.41 % Shear/i"ension - 67.34% 64.41% *Seismic member is calculated with Ap,Rp from wall elements, Connector and Anchor is calculated from Ap,Rp from fasteners of the connecting systems. Anchors is also multiplied by 00. Ref ASCE chapter 13. SIMPSON STRONG.TIE COMPANY INC. www.strongtie.com Project Name: CFS Calcs 2.0 Model: 13ft Partition Wall - Seismic Code: 2012 NASPEC [AISI S100-2012J Page 2 of 2 Date: 01/08/2020 Simpson Strong -Tie® CFS Designer" 3.0.0.3 Anchor Design to Concrete Condition: Live, Seismic C,D,E or F, 00 = 1 Cl = 24" Concrete thickness, h = 5.5" C2 = 24" fc = 3 ksi NW uncracked El = 24" E2 = 24" El E2 Check Minimums: Concrete thickness: hmin = 5.000 in <= 5.500 in -ok Edge Distance: cmin = 1.750 in <= 24.000 in -ok Anchor Spacing: NA Anchor (LRFD) Live: ASD x 1.6, Seismic: ASD/0.7 Tension Live Seismic* Factored Factored Factored Factored Anchor Strength Anchor Strength Forces (Ib) (Ib) Interaction Forces (Ib) (Ib) Interaction Steel Strength 2073 13085 15.84% 1487 13085 11.37% Concrete Breakout 207:3 3078 67.34% 1487 2309 64.41% Pullout 2073 na 0.00% 1487 na 0.00% Shear Steel Strength 69 4473 1.55% 50 2874 1.75% T Concrete breakout x+ 69 11093 0.63% 50 11093 0.45% T Concrete Breakout y+ 69 22186 0.31% 50 22186 0.23% Concrete Pryout 69 3315 2.09% 50 3315 1.52% Interaction/Controlling 67.34% 64.41% *Seismic member is calculated with Ap,Rp from wall elements, Connector and Anchor is calculated from Ap,Rp from fasteners of the connecting systems. Anchors is also multiplied by 00. Ref ASCE chapter 13. SIMPSON STRONG7TIE COMPANY INC. www.strongtie.com STRUCTURAL ENGINEERING RS�� Puke PPCUEC EA SWENSON SAY FAGET Technical ' Document Seismic Technical Guide Cede Requirements' Hanger Wire Attachment The International Building Code (IBC) defines the requirement for hanger wire and their supports and attachment methods. However, there are exceptions and the application of hanger wires in a seismic design category can meet code requirements in different ways. USG(' recommends that the design team, consulting engineers and code offcials work together to analyze these factors and determine the appropriate construction and application of hanger wire attachment. Because codes continue to evolve, check with local officials prior to designing and Installing a suspension system. Guidelines — 12-gauge, galvanized, soft -annealed steel wire Manufactured in accordance with ASTM A641 — Meets or Exceeds Federal Specification 0Q-W-461 H Note: 12-gauge hanger wire produced by USG meets these requirements. 12-Gauge Wire Wire Tie Failure / Pullout Load Typical 3 wrap tie1 Tight 3 wrap tie 2701bs. 358 lbs. ' gelds Ultimate load 424 lbs. +550 lbs. Tensile Strength (Ksi) 80 max. rPerASTM C636 Note: Tight wrap typically consists of three complete wraps within 1 in. Some jurisdictions may require four complete wraps for bracing wires. These requirements may vary by jurisdiction. Splice Options Hanger wire splices are typical when the ceiling drop is greater than the length of the wire available and are allowed In seismic ceiling construction. The industry standard is to loop and tie the wire ends with three tight turns, or use a square knot. The square knot is the stronger of the two options at 550 lbs. versus 350 lbs. for the loop and tie option. -Gauge Wire Splice Wire Tle Failure ndTie Square Knot 550 lbs. Note: Accessories by others for securing hanger wire sptices should be evaluated for pullout and strength. 'See la lie Seismic Code Reference Standards Project Name: New WorkSpace Model: Compression Strut 600S162-43 Code: 2012 NASPEC [AISI S100-2012) 11.00 Simpson Strong -Tie® Connectors Page 1 of 1 Date: 01 /07/2020 Simpson Strong -Tie® CFS Designer' 3.0.0.3 Section : 600S162-43 (33 ksi) Single C Stud Maxo = 1390.0 Ft -Lb Va = 1415.7 Ib I = 2.32 in^4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Bridging Connectors - Design Method = AISI S100 Simpson Strong -Tie Span/CantiLever Bridging Connector Stress Ratio Span N/A Shear and Web Cripplina Checks Bending and Shear (Unstiffened): N/A Bending and Shear (Stiffened): NA Web Stiffeners Required?: No Connector Anchor Support Rx(Ib) Rx(Ib) Simpson Strong -Tie® Connector Interaction Interaction R1 0 264 By Others & Anchorage Designed by Engineer NA NA R2 0 0 By Others & Anchorage Designed by Engineer NA NA * Reference catalog for connector and anchor requirement notes as well as screw placements requirement Flexural and Deflection Check Deflection Mmax Mmaxl Mpos Bracing Ma(Brc) Mposl Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 0.0 0.000 0.0 None 366.2 0.000 0.000 U0 Distortional Buckling Check Span K-phi Lm Brac Ma-d Mmaxl Ib-inlin in Ft -Lb Ma-d Span 0.00 132.0 1205.1 0.000 Combined Bending and Axial Load Details Axial La Bracing(in) Max K-phi Lm Bracing Allow Intr. Span (Ib) KyLy KtLt KUr (Ib-In/in) (in) load(lb) P/Pa Value Span 264.0(c) None None 229 0.0 132.0 918.1(c) 0.29 0.29 SIMPSON STRONG -TIE COMPANY INC. www.stro 0 2.C.77 2s.7 4t c7 = I -rao-r514.pmtoe,,crogs 1,..3 x3* SC)c k iA 1-REFeR- Vre Arruclita7 AN6-Le 4 p144.1114 CA/„CtitAllt4 IS N oN coNME47no,o gyp) 16 Se/ego-15 -4# • STRUCTURAL ENGINEERING ASMEY FUR NITLJk PP,OiECT PROJ SHFEI r/to N 0 LI N 0 0 csi Fo E 7.6 0 VI 12 0 0 c; > cc 0 W E 0 0 0 1,25.1e, $exts..t I t. 3seit:s '6•Strt, — ifif As* 1.,C1 Fu KAI 1-71/Ra PPOJECT STRUCTURAL ENGINEERING . 0 N T3' 01 V' <zr v,T t..0 0 cal NS 0 0 IN (7) Cr) tiTh < < g d 6 0 0 ..LS" CN w cc tfl 6 1.2 ID qis.) SWENSON SAY IERARCHITECTURE JACKSON MAIN January 21, 2020 Bill Rambo Permit Technician, City of Tukwila Department of Community Development 6300 Southcenter Blvd # 100 Tukwila, WA 98188 RE: CORRECTION LETTER #1 RESPONSE Permit Number: Project Name & Address: Dear Bill, D19-0392 Ashley Furniture 17501 Southcenter Pkwy Tukwila, WA 98188 Thank you for taking the time to review our drawings for the Ashley Furniture Tenant Improvement. The following are responses to your correction letter #1 dated January 13th, 2020: 1. Required plumbing code 2015 UPC not 1PC. We have revised our drawings to reflect this change. Please refer to the updated "Code Information" section on Sheet G-001. 2. Structural sheets required Structural Engineer wet stamp & Date. Structural drawings have been welt -stamped with the date of Jan. 21, 2020. We will include these drawings with our resubmittal. 3. Structural details are not shown of opening cuts into partition at Grid A6/4.5, or opening cut into exterior for recessed landing Grid 5-6/A. Provide details. Please refer to permit #D19-0315 in which the structural details for the opening cuts were included in that scope of work. These opening cuts have been eliminated from this permit's scope of work. 4. Provide Structural Engineering for interior display walls, with seismic requirements. Please refer to updated detail 1/S03. The televisions will be less than 400 Ibs, therefore the walls won't need engineering. 5. Racking over 8' requires Structural Engineering. The project's current scope does not have any racking over 8'-0". CORRECTION LTR# nECEIVED CITY OF TUKWILA JAN 21 2020 PERMIT CENTER JACKSON MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.324.4800 ACk:A1N MAIN.COM JAARCrKHS, Of NIE RINE 6. Show location of all signage that is required, exiting, ADA etc. We have updated our drawings to reflect the required exiting and ADA signage as required. Please refer to the egress plan on sheet G-002 for updated egress information as well as revisions on sheet A-703 and details 1 and 2 on sheet A-704 for signage information. I hope our responses address all the issues raised in your correction letter tel. Please do not hesitate to call with any further questions. Sincerely, Pz Nathalie Doyle Designer Jackson I Main Architecture Enclosed: Updated Wet -Stamped Structural Drawings, Structural Calculatioris, Updated Architectural 2 JACKSON 1 MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.324.4800 JAC KV)NMAIN.COM 0 City of Tukwila Department of Community Development January 13, 2020 NATHALIE DOYLE 311 FIRST AVE S SEATTLE, WA 98104 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0392 ASHLEY FURNITURE - 17501 SOUTHCENTER PKWY Dear NATHALIE DOYLE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24)(36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES: PROVIDE ITEMIZED REPLY TO EACH CORRECTION WITH CLOUDED REVISED PLAN SHEETS.) 1. Required plumbing code 2015 UPC not 2015 IPC. 2. Structural sheets required Structural Engineer wet stamp & Date. 3. Structural details are not shown of opening cuts into partition at Grid A6/4.5, or opening cut into exterior for recessed landing Grid 5-6/A. Provide details. 4. Provide Structural Engineering for interior display walls, with seismic requirements. 5. Racking over 8' requires Structural Engineering. 6. Show location of all signage that is required, exiting, ADA etc. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Sincerely, -1:a( Bill Rambo Permit Technician File No. D19-0392 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 0 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0392 DATE: 01/21/2020 PROJECT NAME: ASHLEY FURNITURE SITE ADDRESS: 17501 SOUTHCENTER PKWY Original Plan Submittal Response to Correction Letter Revision # _ before Permit Issued Revision # after Permit: Issued DEPARTMENTS: £ i u ding Ivlsion Public Works PRELIMINARY REVIEW: Fire Prevention Structural Planning Division Permit Coordinator 11 Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 01J231 20 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: Approved with Conditions Denied (ie: Zoning Issues) 03/05/20 Fire Fees Apply REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/ 18/2013 ERC COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0392 DATE: 12/17/2019 PROJECT NAME: ASHLEY FURNITURE SITE ADDRESS: 17501 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Dq uil ing Division f* IP/VI Qk Public Works ihm krk Fire Prevention Structural Wj RPr\I-Vt Planning Division Permit Coordinator • PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 12/19/19 Structural Review Required REVIEWER'S INITIALS: DATE: LI APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Corrections Required Denied (corrections entered in Reviews)(ie: Zoning Issues Notation: DUE DATE: 1/16/2020 n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1 Departments issued corrections: Bldg Fire 0 Ping EJ PW 0 Staff Initials: 1/4 12/18/2013 c City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12.1 I 2-0 Plan Check/Permit Number: D19-0392 1] Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner Lul Deferred Submittal # Project Name: Ashley Furniture Project Address: 17501 Southcenter Pkwy Contact Person: NOA-Pla Phone Number: (6 31-1212710 Summary of Revision: OMAr.WAX1 11.1(VVZ— LAC f • RECEIVED CITY OI IUKWiLA JAN 212020 MIT Sheet Number(s): "Cloud" or highlight all areas ofrevision including date of revi ion Received at the City of Tukwila Permit Center by: 11—Entered in TRAKiT on CAUsers \nathalie.doyle \AppDataN Local \Microsoft\ Windows \ INetCache Content.Outlook \OFP607FD \Revision Submittal Form.doc Revised: August 2015 0 Some online services are currently unavailable. See a list of service outages. (httos://lni.wa.gov/agency/system-status) Afi1111,, WIDO,,mtnent VAIPLabor & Industries (https://intwa.gov) Contractors SUPERIOR BUILDERS INC Owner or tradesperson Principals SCHWEITZER, JOHN MATTHEW, PRESIDENT SCHWEITZER, DEE ANN, SECRETARY Doing business as SUPERIOR BUILDERS INC PO BOX 1849 MILTON, WA 98354-1849 253-922-7160 PIERCE County WA UBI No. Business type 601 164 748 Corporation Governing persons DEE SCHWEITZER JOHN MATTHEW SCHWEITZER; ILicense 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. SUPERBI112D2 Effective — expiration 03/22/1989— 03/04/2021 Bond OLD REPUBLIC SURETY CO $12,000.00 Bond account no. YLI223457 Received by L&I Effective date 12/20/2001 03/04/2002 Expiration date Until Canceled Insurance Landmark American Ins Co $1,000,000.00 Policy no. LHA140504 Received by L&I Effective date 04/03/2019 04/04/2019 Expiration date 04/04/2020 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 20-2-01079-1SEA 9p!9. �r 21 0 EE x GENERAL NOTES: SHEET INDEX: A. UNLESS OTHERWISE NOTED, ALL MATERIAL CITED HEREIN SHALL CONFORM TO THE GENERAL MOST RECENT BUILDING CODE. B. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, THESE NOTES, AND ANY SITE G-001 COVER SHEET ASH E TmIE3 CONDITIONS SHALL BE REPORTED IN A TIMELY MANNER AND IN WRITING TO THE G-002 GENERAL / EGRESS INFORMATION ARCHITECT WHO SHALL CLARIFY ANY DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE ARCHITECTURAL DRAWINGS CONTRACTOR'S RISK. C. CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS SHOWN ON A-101 DEMOLITION - FLOOR PLAN BUILDING PERMIT CORRECTIONS CY1D. DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE ARCHITECTURAL DRAWINGS REPRESENT THE DESIGN INTENT AND ARE NOT A-102 A-103 NOT USED CONSTRUCTION PLAN INTENDED TO INDICATE THE MEANS AND METHOD OF CONSTRUCTION. THE A-104 NOT USED CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, A-105 REFLECTED CEILING PLAN TECHNIQUES, SEQUENCING, AND SAFETY REQUIRED FOR THIS PROJECT. A-201 ROOF PLAN E. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE THE SAME TYPE AND A-301 EXTERIOR ELEVATIONS i CHARACTER AS SHOWN FOR SIMILAR CONDITIONS SUBJECT TO REVIEW BY THE A-401 BUILDING SECTION ARCHITECT. A-402 WALL SECTION F. ALL PRODUCTS AND MATERIALS BEING PROVIDED BY THE CONTRACTOR SHALL BE A-601 SCHEDULES PLACE SHOPPING CENTER APPLIED, PLACED, ERECTED OR IN STRICTPARK MANUFACTURER'S INSTRUCTIONSA DLLED RECOMMENDATIONSRDANCEWITHTHE g701 INTERIOR DETAILS/ ELEVATIONS/ SECTIONS ASHLEY FURNITURE G. THESE DOCUMENTS CONTAIN NOTES THAT MAY APPLY GENERALLY TO ALL DESIGN A-7 ERIO TAILS/ NATIONS/SECTIONS ELEMENTS, SPECIFICALLY TO ONE SHEET, OR SPECIFICALLY TO ONE OR MORE 03 INT DE / ELE TIONS! SECTIONS 17501 SOUTHCENTER PARKWAY GUIDELINES, THEY ARE ARTAND THE NOTES ARE NOTT IS A1014 DETAILS PARCEL OFTDESGNELEMHEDESIGN. ANY WORK THAENTS. PERFORMEDTHAT SNOT NERE EL RNIBC�ILI TUKWILA, WA 98188 COMPLIANCE WITH THE NOTES IS NOT IN COMPLIANCE WITH THE DESIGN AND IS OT SUBJECT TO REJECTION. ANY ALTERATION, MODIFICATION, DELETION, OR ADDITION 1-103 MOLDING PLAN TO THE NOTES BY WRITING, ACT OR FAILURE TO ACT, SHALL BE CARRIED OUT ONLY 1-104 NOT USED WITH THE PRIOR EXPRESS WRITTEN CONSENT AND APPROVAL OF THE ARCHITECT. 1-105 PRELIMINARY PAINT PLAN E-101 POWER PLAN E-102 NOT USED E-103 REFLECTED CEILING POWER PLAN CODE INFORMATION: E-104 NOTUSED E-105 COMMUNICATIONS PLAN E-106 NOT USED GOVERNING ZONING CODE: TUKWILA MUNICIPAL CODE E-107 LIGHTING PLAN BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE W/ WA AMENDMENTS E-701 POWER AND COMM. DETAILS EXISTING BUILDING CODE: 2015 INTERNATIONAL EXISTING BUILDING CODE W/ WA AM ENTS ELECTRICAL CODE: 0 7 NATI ELE COD AA MENT PLUMBING CODE: 2015 UNIFORM PLUMBING CODE W/ WAAMENDMENTS RAL ETAIL C LLOUTS MECHANICAL CODE: 2015 INTE NATIONA MECHANI L CODE / WA AL DETAIL CALLOUTS E =STUCTURAL AL DETAILSFIRE CODE: 2015 INTERNATIONAL FIRE CODE W/ WA AMENDMENTS AL DETAILSENERGYCODE: 2015 WASHINGTON STATE ENERGY CODE AL ETAILS ACCESSIBILITY CODE: 2010 ADA STANDARDS + 2009 ICC/ANSI A 117.1Al GREEN BUILDING: 2015 INTERNATIONAL GREEN BUILDING STANDARDS CODE EXTENTS OF VACANTLAND _.. 0 O Z D rn - ..-�- O m - - PARCEL #: 2623049067 "'--- . N 't ' 4g120 ® VITAMIN SHOPPE '.., PPRG�t-#..26230 T-MOBILE \ ' CASUAL MALE ® ' FAMOUS FOOTWEAR m w o , j q , T = UJ UJI ' rn UJI PARCEL #: 2623049134 I _ o i6RP S OUSHC- SITE PLAN g TRUE PROJECT NORTH NORTH LEGAL DESCRIPTION: PARCEL ID: 262304-9067 LEGAL DESCRIPTION: THOSE PORTIONS OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, AND OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35; THENCE NORTH 87°45'57" WEST ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER A DISTANCE OF 481.05 FEET TO THE WEST MARGIN OF SHEETS /N ITALICS ARE FOR REFERENCE ONLY. SOUTHCENTER PARKWAY AS ESTABLISHED IN KING COUNTY RECORDING NUMBER 6343848; SEPARATE PERMIT WILL BE SUBMITTED A T A LATER DATE. THENCE SOUTH 11'59'33" EAST ALONG SAID WEST MARGIN A DISTANCE OF 41.27 FEET; THENCE N NORTH 87°45'57" WEST A DISTANCE OF 210.00 FEET TO THE TRUE POINT OFBEGINNI 1Y VICINITY M p P: THENCE CONTINUING NORTH 87°45'57" WEST DISTANCE OF 19.11 FEET; THENCE SOUTH 42°30'27" WEST A DISTANCE OF 537.51 FEET TO A POINT ON A LINE THAT IS 19.5 FEET SOUTHWESTERLY OF THE CENTERLINE OF A 19 FOOT WIDE RAILROAD EASEMENT ESTABLISHED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 6643574; ; THENCE NORTHERLY ALONG A LINE WHICH IS CONCENTRIC AND PARALLEL WITH SAID CENTERLINE ALONG A CURVE TO THE RIGHT, THE CENTER OF WHICH BEARS NORTH 48° MINI 31'03" EAST HAVING A RADIUS OF 429.78 FEET AN ARC DISTANCE OF 433.55 FEET THROUGH A _ CENTRAL ANGLE OF 57°47'52"; THENCE CONTINUING ALONG SAID PARALLEL LINE NORTH 16°18'55" EAST A DISTANCE OF 50.03 FEET TO THE SOUTH LINE OF SAID SECTION 26;`" 1, 1 THENCE SOUTH 87°45'57" EAST ALONG SAID SOUTH LINE A DISTANCE OF 20.10 FEET TO THE ,b CENTERLINE OF AN EXISTING RAILROAD EASEMENT ESTABLISHED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7711090221; THENCE NORTH 16°18'55" EAST ALONG SAID CENTERLINE A DISTANCE OF 164.16 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 661.74 FEET, AN ARC DISTANCE '3 OF 184.73 FEET THROUGH A CENTRAL ANGLE OF 15°59'40'; THENCE NORTH 00°19'15" EAST ALONG SAID CENTERLINE A DISTANCE OF 528.93 FEET; ' THENCE CONTINUING ALONG SAID CENTERLINE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 410.28 FEET, AN ARC DISTANCE OF 239.28 FEET THROUGH A CENTRAL ANGLE OF 33°24'54", THENCE LEAVING SAID CENTERLINE OF RAILROAD EASEMENT, SOUTH 88°51'25" EAST A ` r- DISTANCE OF 34.64 FEET: rQ THENCE SOUTH 01°08'35" WEST A DISTANCE OF 198.66 FEET; C THENCE NORTH 86°40'03" EAST A DISTANCE OF 274.13 FEET TO THE WEST MARGIN OF L SOUTHCENTER PARKWAY AS ESTABLISHED IN KING COUNTY RECORDING NUMBER 6343868; Z THENCE SOUTHERLY ALONG SAID WEST MARGIN ON A CURVE TO THE LEFT, THE CENTER OF WHICH BEARS NORTH 85*1 Tl EAST HAVING A RADIUS OF 991.37 FEET, AN ARC DISTANCE OF 40.00 FEET THROUGH A CENTRAL ANGLE OF 02*18'42"; THENCE LEAVING SAID WEST MARGIN OF SOUTHCENTER PARKWAY SOUTH 85°12'11" WEST A DISTANCE OF 182.00 FEET; ,, S THENCE SOUTH 11 °5933" EAST A DISTANCE OF 261.67 FEET; 3787 S THENCE SOUTH 88°2536" EAST DISTANCE OF 115.17 FEET; THENCE NORTH 11*59'33" WEST DISTANCE OF 91.74 FEET; THENCE SOUTH 88°2536" EAST A DISTANCE OF 66.85 FEET TO THE WEST MARGIN OF SOUTHCENTER PARKWAY AS ESTABLISHED IN KING COUNTY RECORDING NUMBER 6343867; THENCE SOUTH 11 °59'33" EAST ALONG SAID WEST MARGIN AS ESTABLISHED IN KING COUNTY RECORDING NUMBERS 6343867 AND 6343865 A DISTANCE OF 531.16 FEET; THENCE LEAVING SAID WEST MARGIN NORTH 87°45'57" WEST A DISTANCE OF 210.00 FEET; THENCE SOUTH 11°59'33" EAST A DISTANCE OF 235.54 FEET TO THE TRUE POINT OF BEGINNING. SEPARATE PERMIT CONTACT INFORMATION: 1. FIRE PROTECTION / FIRE SUPPRESION ARCHITECT: OWNER: 2. BUILDING SIGNAGE 3. MECHANICAL JACKSON MAIN ARCHITECTURE SOUTHWEST FURNITURE 4. ELECTRICAL 5. PLUMBING SEPARATE PERMIT REqUIRED FOR: [� Mechanical Electrical L- umbing as Piping Tukwila DIVISION FILE �'�C_On.�pG Penntt No. t�L. Plan review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation any adoD[etl Cotle or ordinance Re�elpt o p ovecyield Copy and REVISIONS No 0 of ,e.: snail be made to me scope of w0[K witnout DI Of arorovai of the Tukwila Budding Division. NOTE: Revisions will red,ulre a new plan submittal and may Include additional plan review. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 5 2020 G ty of Tukwila BUILDING DIVISION CORRECTION LTR# 311 1STAVE S CONTACT: DEREK GILLINGHAM SEATTLE, WA 98104 P: (608) 323-6611 CONTACT: NATHALIE DOYLE C: (715) 533-5497 P: (206) 3244800 E: DGILLINGHAM@ASHLEYFURNITURE.COM STRUCTURAL ENGINEER: DESIGN CONTACT INFORMATION: SWENSON SAY FAGET THIRD AVE, SUITE 100 CONSTRUCTION DESIGNER- SEATTLE, SEATTLE, WA 98121 GREG BRAUN CONTACT: BLAZE BRESKO ASHLEY FURNITURE CHAPEL HILL P: (206) 443-6212 ONE ASHLEY WAY LANDLORD'S REPRESENTATIVE: ARCADIA, WI 54612 P: (608) 323-6739 JSH PROPERTIES C: (715) 497-6419 18097THAVE, SUITE 1209 E: GBRAUN@ASHLEYFURNITURE.COM SEATTLE, WA 98101 CONTACT: JOHN CHELICO CONSTRUCTION DESIGNER: P: (425) 336-2822 MARK HERDT TENANT REPRESENTATIVE: ASHLEY FURNITURE CHAPEL HILL ONE ASHLEY WAY DANIEL E. WALLNER ARCADIA, WI 54612 1461 E COOLEY DR, # 230 P: (608) 323-6828 COLTON, CA 92324 E: MHERDT@ASHLEYFURNITURE.COM CONTACT: DAN WALLNER P: (909) 824-8002 MERCHANDISE DESIGNER: CONTRACTOR: KELLYCROSSON ASHLEY FURNITURE SUPERIOR BUILDERS, INC. 1670 E. 8TH AVE CONTACT: ROBERT SUTHERLAND TAMPA, FL 33605 P: (253) 691-1145 E: KCROSSON@ASHLEYFURNITURE.COM PROJECT SUMMARY: BUILDING TYPE (IBC TABLE 601): TYPE II-B NO CHANGE FULLY SPRINKLED: YES NO CHANGE, PER NFPA 13 GROSS BUILDING AREA: 136,433 SF EXISTING, NO CHANGE EXISTING TENANT AREA: 37,141 SF MERCANTILE OCCUPANCY PROPOSEDTENANTAREA: 37,141 SF MERCANTILE OCCUPANCY ZONING: TUC -CC NO CHANGE SITE AREA: 11.85 ACRES - NO CHANGE 37,141 SF OF A TENANT BUILD OUT AND EXTERIOR PAINTING OF AN EXISTING SHOPPING CENTER. LOCATION: EXISTING: PROPOSED: RECEIVED OCCUPANCY: M - MERCANTILE M - MERCANTILECITY OF W3 WILA AREA: 37,141 SF 37,141 SF SF/OCCUPANT: 60SF/PERSON 60SF/PERSON TOTAL OCCUPANTS: 620 OCCUPANTS 620 OCCUPANTS BAN 21 anon EXITS REQ'D / PROVIDED: 3 REQ. 13 PROVIDED PERlLIIT CENTER PARKING: NO ADDITIONAL SQUARE FOOTAGE ADDED. PARKING FOR THE CENTER TO REMAIN AS IS. Wr/ 6L O F U) 7 0 Q(-0 'Sul o >� _ - Q CO = <t emu= LLJ J < q W <C �A V< z () Q r> 0 Q - i- I.J_ n/ <nf LWL W W p rUn a V W H °_° �` CL W 00 00 r13) W W O0 J U) -ih Q CL U Z U a O Z z O w OU U) H H_ � UJ as z z O O D m m I rn o o a N °a 7793 REGISTERS ARCHITECT ATT W E SE STATE OF WASHINGTON PROJECT NO.: 19205 PROJECT MGR.: NO DRAWN BY: NO CHECKED BY: ML COVER SHEET G-00"l 4CKSON I MAIN ARCHITECTURE P.S. 02019 ARCHITECTURAL ABBREVIATIONS: NOTE: ALL ABBREVIATIONS MAY NOT BE USED, ABBREVIATIONS MAYBE USED IN CONJUNCTION WITH EACH OTHER ABV ABOVE DTL DETAIL IFC INTERNATIONAL FIRE CODE PC PORTLAND CEMENT or PRECAST CONCRETE STOR STORAGE A/C AIR CONDITIONING DW DISHWASHER IMC INTERNATIONAL MECHANICAL CODE PED PEDESTRIAN STRUC STRUCTURE ADA AMERICANS WITH DISABILITIES ACT DWG(S) DRAWING(S) IPC INTERNATIONAL PLUMBING CODE PEN PENETRATION SUB SUBSTITUTION ADDL ADDITIONAL IN INCH PERF PERFORATE(D) SUPP SUPPLEMENT orSUPPLY(ER) ADJ ADJUST(ABLE) (E) EXISTING INCL INCLUDE(D) or (ING) PERIM PERIMETER SURF SURFACE AFF ABOVE FINISHED FLOOR E EAST INSUL INSULATE(D) or INSULATION PKG PARKING or PACKAGE SUSP SUSPENDED) AGG AGGREGATE EA EACH INT INTERIOR or INTERSECTION PL PROPERTY LINE or PLATE SWK SIDEWALK AHJ AUTHORITIES(ITY) HAVING JURISDICTION EJ EXPANSION JOINT PLAM PLASTIC LAMINATE SYM SYMBOL or SYMMETRICAL AIA AMERICAN INSTITUTE OF ARCHITECTS ELEC ELECTRIC(AL) JAN JANITOR PLWD PLYWOOD ALT ALTERNATE OR ALTERNATIVE ELEV ELEVATOR JC JANITOR'S CLOSET POO POINT OF CONNECTION T TREAD ALUM ALUMINUM EMER EMERGENCY JOT JUNCTION PR PAIR T&B TOP & BOTTOM ANOD ANODIZED ENCL ENCLOSURE JST JOIST PRE -FIN PRE -FINISH T&G TOP & GROOVE w� I w zI p Iz wi 4 5 6 7 $ I j �I ugl J� J i I 1 I I f I I 18 0" 5 - 0" L A AI ) f 22' - 0"'- �•. ® FO— (} -p--®- _- o ® R> I -. ---- -- __ ' � I 11 � - p„ N 1T-0' Al `- ---- `- - _°-` --_.,;1-----'------- -1-=- ----- EXIT I ® 207 ,I -� - - - b M m ® 1 42' - 0" 19' - 3" w o rn o 37' _ 0" 1 ® r• -�—� JWG B m - ® 2t, p, , y b oOJ\�O\�U 143'-0" I 4 A— -4-4- ®—® -4----4 - 'O� 1 ® -® �--� a—+ -4-4- -4---4- 4 —�-- -4—� rvQ`r � DSCALE ( L/ - ---- - - - - -' — - - -- o - 11• _ 6„ - M - - - 'D o " �2 • E T E - - - - - - - - v ® - _ _ _ w 4 -4- ®�- ®�- ®- 4 - 0 -6' 1 x 9 EXIT DISCHARGE `--- _--- G � ' t f - - 3,J J f 1! K ANSI AMERICAN NATIONAL STANDARDS FOR ENGINEER OF RECORD JT INSTITUTE EPX EPDXY (PAINT) AOR ARCHITECT OF RECORD EQ EQUAL KD AP ACCESS PANEL EQP EQUIPMENT KP ASSOC ASSOCIATION(S) ETC ET CETERA KO ASTM AMERICAN SOCIETY FOR TESTING AND EXT EXTERIOR MATERIALS LAM (F) FUTURE LAV BD BOARD FC FIBER CEMENT LOC BLDG BUILDING FE FIRE EXTINGUISHER & BRACKET ELK BLOCK FEC FIRE EXTINGUISHER CABINET MAINT BLKG BLOCKING FF FINISHED FLOOR MANF BM BEAM or BENCH MARK FFE FINISHED FLOOR ELEVATION MATL BMU BRICK MASONRY UNITFIN FINISH(ED) MAX SO BOTTOM OF FLR FLOOR(ING) MDF BP BUILDING PAPER FND FOUND(ATION) MECH BTB BACK TO BACK FO FACE OF MEMB BTWN BETWEEN BW BACK OF WALK or BOTTOM WIDTH FOC FACE OF CONCRETE MEP FOF FACE OF FINISH MIN BUR BUILT UP ROOF FOM FACE OF MASONRY MISC FOS FACE OF STUD or FACE OF STEEL MR CAB CABINET FOW FACE OF WALL MTD CB CATCH BASIN FIRM FRAME (D) MTL CG CORNER GUARD FT FOOT or FEET MULL CJ CONTROL JOINT FURN FURNISH CL CENTER LINE or CHAIN LINK FURR FURRING N CLG CEILING N) CLO CLOSET GA GAUGE or GYPSUM ASSOCIATION N/A CUR CLEARANCE GALV GALVANIZED NIC CMU CONCRETE MASONRY UNIT GAR GARAGE NOM CO CLEAN OUT GB GRAB BAR NTP COL COLUMN GO GRID LINE NTS CONC CONCRETE GR GRADE COND CONDITION(AL) GYP GYPSUM OC CONT CONTINUE(UOUS) GYP BD GYPSUM BOARD OD CSMT CASEMENT GYP CEM GYPSUM CEMENT OFCI CSWK CASEWORK GYP SH GYPSUM SHEATHING CTR CENTER OFOI CW COLD WATER HB HOSE BIB OL DBL DOUBLE HDRL HANDRAIL OLF DEMO DEMOLISHED) or DEMOLITION HOW HARDWARE OPP DEPT DEPARTMENT HM HOLLOW METAL OPT HR HOUR ORIG DIA DIAMETER HT HEIGHT OTS DIM DIMENSION HVAC HEATING, VENTILATING, AIR CONDITIONING OVHD DISP DISPENSER or DISPOSAL DN DOWN DR DOOR IBC INTERNATIONAL BUILDING CODE P DS DOWNSPOUT LCC INTERNATIONAL CODE COUNCIL PANL JOINT PRCST PROP KNOCK DOWN PT KICKPLATE PUD KNOCK OUT LAMINATE(D) CA LAVATORY QC LIMITS OF CONSTRUCTION QTY MAINTENANCE R MANUFACTURE(R) or R D O RCP MATERIAL RD MAXIMUM RECT MEDIUM DENSITY FIBERBOARD REF MECHANIC(AL) REFR MEMBANE REINF MECHANICAL, ELECTRICAL, & PLUMBING RELOC MINIMUM or MINUTE REM MISCELLANEOUS REPL MOISTURE RESISTANT READ MOUNTED RES METAL RET MULLION RETW REV NEW RM NORTH RND NOT APPLICABLE or NOT AVAILABLE RO NOT IN CONTRACT ROW NOMINAL RP NOTICE TO PROCEED RSF NOT TO SCALE RSVR ON CENTER S OUTSIDE DIAMETER or OUTSIDE DIMENSION SAM OWNER FURNISHED, CONTRACTOR SAN INSTALLED SC OWNER FURNISHED, OWNER INSTALLED SCHED OCCUPANT LOAD SECT OCCUPANT LOAD FACTOR SF OPPOSITE SIM OPTION(AL) SMACNA OROGIN(AL) OPEN TO STRUCTURE SP OVERHEAD SPEC SD PAINT(ED) SS PANEL STC STD PRECAST TEMP TEMPORARY or TEMPERATURE PROPERTY THK THICK(NESS) PRESSURE TREATED TO TOP OF PLANNED URBAN DEVELOPMENT or TOO TOP OF CURB PLANNED UNIT DEVELOPMENT TRANS TRANSFORMER TYP TYPICAL QUALITY ASSURANCE QUALITY CONTROL UFC UNIFORM FIRE CODE QUANTITY UL UNDERWRITERS LABORATORIES UNF UNFINISHED RISER UNTR UNTREATED REFLECTED CEILING PLAN LION UNLESS OTHERWISE NOTED ROOF DRAIN LIDS UNDERSIDE OF STRUCTURE RECTANGULAR UPS UNINTERRUPTED POWER SUPPLY REFERENCE or REFER TO USPS UNITED STATES POSTAL SERVICE REFRIGERATOR UTIL UTILITIES REINFORCE(D) or (ING) UV UNIT VENTILATOR or ULTRA VIOLET RELOCATE(D) or (PION) REMOVAL or REMARK V VOLTS REPLACE VAR VARIES REQUIRED VB VAPOR BARRIER RESIDENCE or (TIAL) VD VOLUME DAMPER RETENTION or RETURN VE VALUE ENGINEERING RETAILING WALL VECP VALUE ENGINEERING CHANGE PROPOSAL REVISE(D) or (ION) VERP VERTICAL PANEL ROOM ROUND VG VERTICAL VG VERTICAL GRAIN or VARIABLE GRADE ROUGH OPENING VIF VERIFY IN FIELD RIGHT OF WAY VOL VOLUME REFERENCE POINT VW VARIABLE WIDTH RESURFACE RESERVOIR W WEST or WIDTH or WIDE W/ WITH SOUTH WC WATER CLOSET SELF ADHERING MEMBRANE WCO WALL CLEANOUT SANITARY WD WOOD SOLID CORE WF WIDE FLANGE SCHEDULEWIRE GLASS SECTION WH WATER HEATER SQUARE FEET (FOOT) W/O WITHOUT SIMILAR WOM WALK OFF MAT SHEET METAL & AIR CONTRACTOR'S NATIONAL ASSOCIATION NING WP WATERPROOF(ING) WPM WATERPROOFING MEMBRANE STANDPIPE WRB WEATHER RESISTANT BARRIER SPECIFICATION(S) WS WATERSTOP or WAINSCOT SQUARE STAINLESS STEEL WT WEIGHT WWF WELDED WIRE FABRIC SOUND TRANSMISSION CLASSIFICATION STANDARD YD YARD{S) TYPICAL SYMBOLS: NUMBER SEE ASSEMBLY VIEW F# SHEETMORE FOR FLOOR/ROOF TAG BREAK MARK DETAIL INFORMATION c-_ A1.01 REFERENCE � TITLG —TITLE REFERENCE SHEET ASSEMBL Y SEE WALLSCALC REFERENCE NUMBER GRID LINES 1A i 1 SHEET FORWALL TAG MORE LETTER INFORMATION O COLUMN GRID IDENTITY NORTH 1� ARROW --1 TMx J- WAIL HEIGHT FIRE 1 1 VIEW OVERALL FE EXTINGUISHER TO DECK —WALL HEIGHT TO DECK A1.01 A1.01 BUILDING ELEVATION SECTION SHEET SECTION p, p„ .DATUM ® ® EXIT LIGHTING SECTION NUMBER PARAPEDATUM TAG ® ® PAGE NAME NUMBER VIEW DETAIL AND OCCUPANEGRESSARROT/ #-' DETAIL NUMBER 1 PARTIAL Q3 LOAD EXITING x PAGE BUILDING A1.0 SECTION ELEVATION NUMF3ER SHEET DATUM ELEVATION 100'-0" SPOT ®---------® EGRESS DIRECTION ELEVATION LOCATION ELEVATION x PAGE NUMBER LOCATION TAG (IN PLAN) PATH OF TRAVEL VIEW STUDIO FEET -INCHES" RM # 101 DIMENSIONS WALL SECTION ROOM TAG / A1.0 ROOM O C. R-2 OCCUPANT LOAD ,\ /— 01 450 SHEET NAME OLF 1:450 CALCULATOR f`1N.Fy+ NORTH ARROW Room name OL 101 ROOM ROOM TAG �— F - w % VIEW NUMBER 150 SF.�_ AREA 4 A1.01 2 ELEVAT1411.1114,, INTERITIION SHEET REFERENCE CENTER LINE 1 112 SLOPE ► 112:12 - `� SLOPE INDICATOR SLOPE ARROW BREAK LINE \f\/�) �/ 0— / if t -REVISION ( \ # MATCHLINE SEE XX/SHEET X-000 REVISION CLOUD NUMBER KEYED NOTE MATCH LINE SHEET NUMBER EXIT DISCHARGE ( ( VIEW EXTERIOR 1 ELEVATION DOOR NOTE I ( f A1.0 REFERENCE SHEET 101 TYPE DOOR TAG � / REVISION NUMBER \ REVISION TAG C # }-+ `-/ ROOM WINDOW NOTE ROOM NAME ROOM NUMBER j 2 DISCHARGE I ,— ^ 1T VIEW FENESTRATION TAG 1 � A# NUMBER W#: WINDOW !RECITE A1.01 CALL OUT AND LETTER S#: STOREFRONT C#: CURTAIN WALL CLOUD 1 ELT REVISION CLOUD TYPE #-#" —CEILING CEILING CEILING TYPE HEIGHT EGRESS PLAN 1 l J SHEET CSI NUMBER KEYNOTE ARROW VINDICATES EXIT DIRECTION DIRECTIONAL EXIT SIGNAGE, REFER TO DETAIL 1/A-704 NOTE: SOME SYMBOLS APPEAR MORE THAN ONCE WITH DIFFERENT DEFINITIONS. FOR ANY CONFUSION WITH SYMBOLS ON THE DRAWINGS, 1 PLEASE CONTACT ARCHITECT FOR MORE INFORMATION. EGRESS NOTES: LIFE SAFETY CALCULATIONS: FIRE AND LIFE SAFETY NOTES: TYPICAL HATCHES: KEY PLAN: A. B. C. D. E. F. CONFIGURE FIRE DETECTION, INTERNAL ALARM AND CENTRAL REPORTING SYSTEMS IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION AND IN COMPLIANCE WITH THE GOVERNING EDITIONS OF ADA, ANSI AND THE BUILDING CODE. THE EQUIPMENT FURNISHED SHALL BE AND COMPATIBLE B LISTED, I E UL S FM APPROVED OR LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY IN ACCORDANCE WITH THE APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS. PROVIDE EMERGENCY EXIT/ EGRESS ILLUMINATION AND SIGNAGE WHERE REQUIRED BY PREVAILING LOCAL JURISDICTION, BUILDING CODE, NFDA, OR NFPA (CURRENT EDITION). BUILDING IS FULLY SPRINKLED PER SECTION 903.3 NFPA13. PROVIDE EGRESS ILLUMINATION PER JURISDICTION CODE. EGRESS ILLUMINATION TO BE ON BACKUP POWER AT ALL AREAS WHERE TWO EXITS ARE REQUIRED. GENERAL POWER SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. THE LIGHTING LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE AT THE WALKING SURFACE LEVEL REQUIRED IN, BUT NOT LIMITED TO,LANDINGS AT EXTERIOR EXIT DOORS. PROVIDE TACTILE EXIT SIGNAGE AT EACH EXIT DOOR TO AN EGRESS STAIRWAY, EXIT PASSAGEWAY, AND EXIT DISCHARGE AS REQUIRED IT CODE. COORDINATE ALL ELECTRICAL WORK, INCLUDING EXIT SIGNS AND EMERGENCY LIGHTING WITH ELECTRICAL ENGINEER. OCCUPANCY BY AREA: SPACE SF / OCC AREA OCC ASHLEY FURNITURE (M) 60 37,141 SF 620 EXIT WIDTH: - REQUIRED DOOR EXIT WIDTH 620 X .15" = 93" PROVIDED DOOR EXIT WIDTH 192" INDIVIDUAL EXIT WIDTHS: EXIT 1 REQUIRED: 310 X 0.15 = 46.5" PROVIDED: 96" EXIT 2 REQUIRED: 207 X 0.15 = 31" PROVIDED: 36"� -EXIT 3: REQUIRED: 207 X 0.15 = 31" PROVIDED: 60" EXITS: CODE NOTES: 1. PER PREVAILING BUILDING CODE, WHERE TWO EXITS, EXITACCESS DOORWAYS, EXIT ACCESS STAIRWAYS OR RAMPS, OR ANY COMBINATION THEREOF, ARE REQUIRED FOR ANY PORTION OF THE EXIT ACCESS, THEY SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED. ASHLEY FURNITURE DIAGONAL: 292' -4 1/2" MIN RED SEPARATION: 292' - 41/2"! 3 = 97' - 5" PROVIDED SEPARATION: 239' - 01/2" 2. PER PREVAILING BUILDING CODE, EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED 250 FT. pq 6' 1 EXIT .. 0 B: 202' - 9" XIT C: 4, - _ „ pq - 6" 1 EXIT PA F: 23T - 9" A. CONFIGURE FIRE DETECTION, INTERNAL ALARM AND CENTRAL REPORTING SYSTEMS IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION AND IN COMPLIANCE WITH THE GOVERNING EDITIONS OF ADA, ANSI AND THE BUILDING CODE. THE EQUIPMENT FURNISHED SHALL BE COMPATIBLE AND BE UL LISTED, FM APPROVED OR LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY IN ACCORDANCE WITH THE APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS. B. ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED THE REQUIREMENTS OF THE MOST RESTRICTIVE PREVAILING BUILDING CODE (GOVERNING EDITION) FOR SMOKE DENSITY AND FLAME SPREAD. C. PROVIDE EMERGENCY EXIT! EGRESS ILLUMINATION AND SIGNAGE WHERE REQUIRED BY PREVAILING LOCAL JURISDICTION, BUILDING CODE, NFDA, OR NFPA (CURRENT EDITION). D. REFER TO FLOOR PLANS FOR SPECIFIC DIMENSIONS AND CLEARANCES. E. BUILDING IS FULLY SPRINKLED PER SECTION 903.3 NFPA13. F. PROVIDE EGRESS ILLUMINATION PER JURISDICTION CODE. EGRESS ILLUMINATION TO BE ON BACKUP POWER AT ALL AREAS WHERE TWO EXITS ARE REQUIRED. GENERAL POWER SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. THE LIGHTING LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE AT THE WALKING SURFACE LEVEL REQUIRED IN, BUT NOT LIMITED TO, LANDINGS AT EXTERIOR EXIT DOORS. G. PROVIDE TACTILE EXIT SIGNAGE AT EACH EXIT DOOR TO AN EGRESS STAIRWAY, EXIT PASSAGEWAY, AND EXIT DISCHARGE AS REQUIRED BY CODE. H. COORDINATE ALL ELECTRICAL WORK, INCLUDING EXIT SIGNS AND EMERGENCY LIGHTING WITH ELECTRICAL ENGINEER. L STANDPIPES ARE REQUIRED IN EACH INTERIOR STAIRWELL AT BUILDING. STANDPIPE CONNECTIONS ARE REQUIRED AT EACH INTERMEDIATE STAIR LANDING UNLESS OTHERWISE APPROVED BY THE AUTHORITIES HAVING JURISDICTION. J. THE COMPLETED BUILDING WILL NEED TO BE TESTED AND COMPLY WITH THE DISTRIBUTED ANTENNA SYSTEMS (DAS). THE CABLING FOR THIS SYSTEM WILL NEED TO COMPLY WITH THE RATINGS FROM THE LOCAL FIRE DEPARTMENT. ALUMINUM CONCRETE EARTH INSULATION, BATT INSULATION, RIGID ME GLASS GRAVEL GYPSUM WALL BOARD LUMBER, FINISHED CONCRETE MASONRY (CMU) MASONRY, BRICK / VENEER PLYWOOD SAND - TRUE NORTH / j\ (___� \V�// REVIEWED FOR CODE COMPLIANCE RECEIVED A PPROVED CITY OF iioKlWILA EGRESS LEGEND: - 3 REQUIRED; 3 PROVIDED STEEL FEB 2 5 2020 JAN 21 2020 FIRE SPRINKLER DRAWINGS TO BE SUBMITTED SEPARATELY BY SPRINKLER CONTRACTOR TO THE FIRE MARSHAL ---------f-------p DIRECTION OF EGRESS WOOD BLOCKING C= WOOD MEMBER City Of Tukwila BUILDING DIVISION I'�R��IT CENTER O W w } cal O `[ "t Lr) L0 W 0 > CO Q Cr: W J �C� WQ oCL Wwc) �7. <C 0¢ -H I.L. 1.1. F_ W z ry LLJ � n o R ( r� V Z VJ W 00 00 7 CL LLI DD 0) Oo Ill W O0 J U) J Q Ln F- w Q J } a U U z Z O 0 U m w O 0 � F I_ as z z 0 J 0 J 515 m m z rn o o N F 2, N � � N N 7793 REGISTERS ARCHITECT AT W E SE STATE OF 1-11 INGTON PROJECT NO.: 19205 PROJECT MGR.: NO DRAWN BY: ND CHECKED BY: ML GENERAL/EGRESS INFORMATION JACKSON I MAIN ARCHITECTURE P.S. 02019 z W 0) u¢J J DEMOLITION FLOOR PLAN 3/32" =1'-0" 1 --- ----------- 178'j- 3 5/8" --- W 38'-0" t 38'-0" 38'-3" 38•-3" Iz W W Id J I I I I I I I \ l I 1 o " L- I I I DEMOLITION NOTES: 1. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND NEW CONSTRUCTION PRIOR TO PROCEEDING WITH THE WORK. FIELD VERIFY CONDITIONS BEFORE COMMENCING WORK. 2. COMPLY WITH ALL RULES AND REGULATIONS OF THE GOVERNMENTAL AUTHORITIES HAVING JURISDICTION OVER DEMOLITION WORK. 3. COORDINATE WITH OWNER FOR SHUT-OFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES AS REQUIRED. 4. PROTECT STRUCTURAL ELEMENTS FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION. IGENERAL DEMOLITION NOTES: I A. GENERAL CONTRACTOR SHALL BECOME FAMILIAR WITH THE BUILDING AND SHALL VERIFY ALL ITEMS TO BE REMOVED. THIS DRAWING IS PROVIDED FOR REFERENCE ONLY. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY AND ACHIEVE THE FULL EXTENT OF DEMOLITION REQUIRED FOR NEW CONSTRUCTION AND REMODELING. B. GENERAL CONTRACTOR SHALL REMOVE ALL EXISTING FLOORING AS NOTED ON PLAN AND DISPOSE OF PROPERLY. REMOVE BOND BREAKERS: WAX, GREASE/OILS, OLD ADHESIVE, AND OTHER RESIDUE/DEBRIS. REMOVE ALL MISCELLANEOUS OBSTRUCTIONS. C. GENERAL CONTRACTOR SHALL DISPOSE OF ITEMS DESIGNATED HEREIN FOR SALVAGE BY THE TENANT THAT TENANT -IN -FACT DECIDES NOT TO RETAIN. D. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR EXTENT OF EXISTING MECHANICAL AND ELECTRICAL DEMOLITION WORK AND ALL WORK REQUIRED TO MAINTAIN THE BUILDING'S OPERATION. E. GENERAL CONTRACTOR SHALL PREPARE EXISTING SURFACES FOR NEW FINISHES AT LOCATIONS OF ALL DEMOLITION, FINISH REMOVAL, AND PRODUCT REMOVAL. ALL ROUGH, PROTRUDING, OR UNEVEN SURFACES SHALL BE LEVELED TO MATCH SURROUNDING CONDITIONS. F. GENERAL CONTRACTOR TO FIELD VERIFY ALL QUANTITIES AND MEASUREMENTS PRIOR TO BIDDING. G. GENERAL CONTRACTOR SHALL REMOVE ALL UNUSED EXISTING FLOOR RECEPTACLES AND/OR JUNCTION BOXES. FLOOR SHALL BE FILLED AND LEVELED TO MATCH EXISTING FLOOR. H. GENERAL CONTRACTOR TO REMOVE ALL DAMAGED, STAINED OR DISCOLORED ACOUSTIC CEILING TILES AND REPLACE WITH EQUAL. VERIFY EXISTING SPRINKLER HEAD LOCATIONS AND USE CAUTION DURING CEILING REMOVAL. VERIFY LIMITS OF EXISTING CEILING ON JOBSITE. I. GENERAL CONTRACTOR TO REMOVE ALL UNUSED LOW VOLTAGE CABLING IN THE CEILING. VERIFY LIMITS OF EXISTING CEILING ON SITE. J. VERIFY EXISTING SPRINKLER HEAD LOCATIONS AND USE CAUTION DURING REMOVAL. VERIFY LIMITS OF EXISTING CEILING ON SITE. DEMOLITION KEYED NOTES: O I 1. REMOVE EXISTING CARPET, VCT, BASE MOLDING, AND/OR TILE FLOORING. 2. REMOVE NONSTRUCTURAL WALLS, DOORS, WINDOWS, AND FIXTURES AS INDICATED ON PLAN. 3. REMOVE EXISTING OVERHEAD LIGHT FIXTURES, TRACK, SUPPORTS, UNUSED CONDUIT, AND WIRING AS INDICATED ON PLAN. TERMINATE POWER AS DICTATED BY LOCAL CODE, WALL MOUNT EXIT LIGHTS TO REMAIN AS SHOWN ON LIGHTING PLAN SHEET E-107. 4. SAW CUT FLOOR TO RUN CONDUIT UNDERFLOOR. SEE PAGE E-101 TO COORDINATE FINAL LOCATIONS. 5. DEMOLISH WALL FROM FLOOR UP TO 8'-U' AFF TO CREATE NEW FINISHED OPENING FOR HALLWAY, 6. REMOVE HEADER AND ACOUSTIC CEILING. REMOVE EXISTING OVERHEAD LIGHT FIXTURES AND TERMINATE POWER AS DICTATED BY LOCAL CODE. SALVAGE ALL FIXTURES, LAMPS, AND PARTS FOR REUSE, 7. DEMO FOR NEW DOORS BY LANDLORD AND ARCHITECT. EXACT LOCATION TBI BY LANDLORD AND ARCHITECT. 8. DEMO FOR NEW DOOR. LOCATION TO BE DETERMINED BY STRUCTURAL AND FOR BEST LANDING LOCATION. DEMOLITION C - = DASHED LINES REPRESENT DOORS, WINDOWS AND WALLS TO BE J REMOVED. PATCH AND REPAIR ADJACENT SURFACES AS NEEDED. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 5 2020 City of Tukwila BUILDING DIVISION nECEIVED CITY OF T tiKWILA KEYPLAN: JAN 21 2020 'Zoo. G) H W lY O U) W }N 75 O Q O Lo O >� i' < C'7 =Q W J = < ALL WQ WU C� Q o Q T- F- n/ Z W �- W p rUn a V WZ E-LW00 00 W 00 Urn r W W 0� (n J U*) Y W U U J Z Z W Q � � �- W D0 O N F F- Ul as � z z 0 J_ 0 J_ Qi CD rn o W N O Q � N 7793 REGISTERS ARCHITECT ATT W E SE STATE Of WASHINGTON PROJECT NO.: 19205 PROJECT MGR.: NO DRAWN BY: CHECKED BY: ML JACKSON I MAIN ARCHITECTURE P.S. ® 2019 CORNER RADIUS DETAIL: WALL ASSEMBLIES: SHEET NOTES: 3/8" BULLNOSE CORNER BEAD INTERIOR INTERIOR SCHEDULE OF MATERIALS A. ALL ITEMS ARE TO BE CONSIDERED EXISTING, U.N.O. B. ALL DOORS REQUIRED TO MAINTAIN REQUIRED CLEARANCES FOUND INACCESSIBILITY STANDARDS IN ICC ANSI 404.2.3. w w 5/8" GYP, BD. Fl] EXISTING WALL/ CHASE C_ REFER TO SHEET A7.01 SERIES FOR DOOR INFORMATION. ZI IN / - 3 D. EXISTING ITEMS ARE TO BE USED FOR REFERENCE ONLY. M I w TYP'. STEEL STUD CONSTRUCTION , [j] 5/8" TYPE ')C GWB cf) 38'- 0" 38'- 0" 38'- 3" 38'- 3" 3-518" STEEL STUDS AT 16" O.C. 88' 21 GENERAL CONSTRUCTION NOTES: 18'-5" 29 21 A. ENGINEER: DO NOT LOCATE AIR HANDLERS ABOVE CUSTOMER SERVICE AREA OR DESK. A -5/8" MTL. STUD FURR I B. B. INTERIOR WALLS 16-0" OR BELOW ARE TYPICAL 3-5/8" STEEL STUD CONSTRUCTION UNLESS NOTED OTHERWISE. INTERIOR WALLS HIGHER THAN 15'-0'ARE 6" STEEL STUD CONSTRUCTION. USE NO FLEX WALL SUPPORTS OR APPROVED EQUAL FOR FREESTANDING INTERIOR INTERIOR SCHEDULE OF MATERIALS WALL END SUPPORT. USE MODEL TT3W72 FOR 10*-0'HIGH WALLS, TT3W48 FOR 4'-0" HIGH WALLS, AND APPROPRIATELY SIZED SPECIFICATIONS FOR OTHER WALLS. SEE WEBSITE FE HALL JANITOR 5/8" TYPE'X'GWB NOFLEX.COM FOR PRODUCT INFORMATION. CONTRACTORIARCHITECT TO SUPPORT ALL WALLS AS NEEDED. ELEC. �Al 1 �05 F10619-4- R2 3-518" STEEL STUDS AT 16" O.C. C. ALL INTERIOR WALLS TO BE 10' -WHIGH WITH BASE AND CROWN MOLDING APPLIED UNLESS 102 005 T FINISH PER KEYED NOTES/ SCHEDULE NOTED OTHERWISE. WALLS MUST BE FINISHED WITH GYPSUM BOARD, TAPED, MUDDED, PRIMED, AND PAINTED PER PLAN. EXISTING MASONRY WALLS IN SHOWROOM TO BE 18 COMMON ELEC. FURRED 2 1/2", FINISHED WITH GYPSUM BOARD, AND FINISHED TO DECK. ALL GYPSUM MEN 06 13 rloo� BOARD TO BE 5/8" UNLESS NOTED OTHERWISE. GYPSUM BOARD FINISHING TO BE LEVEL 4. EXISTING GYPSUM BOARD TO BE BROUGHT UP TO LEVEL 4 FINISH IF NECESSARY. 103 25 D. ALL OUTSIDE CORNERS OF INTERIOR WALLS TO HAVE 3/8" RADIUS BULLNOSE CORNER lop BREAK RECEIVING j TRIM, UNLESS NOTED OTHERWISE. USE WHITE CAULK TO FILL VOID WHERE BULLNOSE 5 A6 ROOM F-16-1-1 CORNER AND WOOD MOLDING MEET. USE MOLDED CORNERS TO JOIN BULLNOSE AT INSIDEOF OPENINGS. 25 F107 G E. ALL COLUMNS TO BE FURRED 21/2"AND FINISHED WITH GYPSUM, TAPED, MUDDED AND PAINTED FROM FINISHED FLOOR UP TO STRUCTURE AND WITH TOP OF CROWN APPLIED AT WOMEN AS 104 nc A7 16 (�)A2- INTERIOR MTL. STUD WALL 10'-0"AFF. ALL STRUCTURAL COLUMNS ENCLOSED IN WALLS TO BE FURRED 11-91 FROM TOP OF WALL TO STRUCTURE. F 1-04-1 A7 13 F. SOUND INSULATION TO BE INSTALLED AT INTERIOR WALLS SURROUNDING RECEIVING L A7 AREA, RESTROOMS, JANITOR'S CLOSET, BREAK ROOM, AND OFFICE. 2�- 6 - 1 1 8 34 108 INTERIOR INTERIOR SCHEDULE OF MATERIALS G. ALL FIRE EXTINGUISHERS TO BE LOCATED AS NOTED ON PLAN UNLESS RESTRICTED BY CODE. IF LOCATIONS ARE REQUIRED TO BE MOVED, CONTACT ASHLEY DESIGNER TO - '7 ? -4 VERIFY NEW LOCATION. SOFT OF 0 HEADER P -w A2 F11 5/8" TYPEX'GWB H. FLOOR RECEPTACLES TO BE INSTALLED FLUSH WITH FINISHED FLOOR SURFACE. SEE PAGE a' -I' Al I -E21 n2 6" STEEL STUDS AT 16" O.C. E-1 01 FOR EXACT LOCATIONS. _0 A2 CONSTRUCTION KEYED NOTES: 1. 1:,-U'THICK, DOUBLE STUDDED WALL TO FULLY ENCLOSE STRUCTURAL COLUMN. 2. 6 STEEL STUD CONSTRUCTION TO ACCOMMODATE POWER AND DATA WIRING. 4 3. PARTIAL HEIGHT LAMINATED WALL WITH 5 117CAVITY TO ACCOMMODATE SERVICE DESK POWER AND WIRING REQUIREMENTS. DESK TO BE INSTALLED ON TOP OF FLOORING. SEE - 0 DETAILS ON PAGE A-701. SHOWROOM B 1 0 4. MINIMUM 6'-0'x 6'-0" x 1/2" PLYWOOD BACKING TO BE INSTALLED IN BETWEEN STUDS AND o SHOWROOM A BEDDING FLUSH WITH STUD FACE TO SUPPORT ASHLEY INTERIOR LOGO SIGN (SG-1) AND TV ON F -ji o_1 508 Fill A3 INTERIOR 12" MTL. STUD WALL WALL. COORDINATE WITH DETAILS ON PAGE A-701. 5. MINIMUM 4'-U'x 4'-0" 1/2" PLYWOOD BACKING TO BE INSTALLED IN BETWEEN STUDS AN D x FLUSH WITH STUD FACE FROM 3'-6" TO 7'-6"AFF TO SUPPORT TV ON WALL. A2 6. 5/8" CEMENT BOARD APPLIED TO STUDS TO SUPPORT MANUFACTURED STONE VENEER A2 INTERIOR INTERIOR SCHEDULE OF MATERIALS STONE VENEER (N-1) TO BE INSTALLED OVER CEMENT BOARD PER MANUFACTURER'S A3 INSTALLATION INSTRUCTIONS. COORDINATE WITH DETAILS ON PAGE A-701. 7. FACE OF MOMENT WALL TO BE BUILT OUT FROM FLOOR TO 12'-0" AFF USING 3-5/8" STUDS V A2 A2 A3 FI] 5/8" TYPE'XGWB AND DRYWALLED ON THE FACE AND SIDES. 8. GENERAL DIRECTIONAL RESTROOM SIGN (SG-3) TO BE CENTERED ON OPENING WITH BOTTOM OF SIGN AT 6-6" AFF OR PER LOCAL CODE. V ❑3-5/8" STEEL STUDS AT 16" D.C. 9. NO BULLNOSE CORNER, SQUARE CORNER TRIM TO BE USED. lo'-o' A3 10, EDGE PROTECTION (EP-1) TO BE INSTALLED TO CONCEAL EXPOSED WALLCOVERING EDGE. ❑ MUD TO WALL TO ENSURE PROPER WALLCOVERING ADHESION. COORDINATE WITH ON PAGE A-701. EEI- DETAILS 11. FAUX CLAY BRICK (WA-1) TO BE INSTALLED OVER FINISHED GYPSUM BOARD PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. MITER AND CONCEAL EXPOSED EDGES. TOUCH-UP AS NEEDED, 10 9 16 -9-, 12. SHIPLAP (WA-2) TO BE INSTALLED HORIZONTALLY OVER FINISHED AND PRIMED GYPSUM BOARD MANUFACTURER'S INSTALLATION INSTRUCTIONS. USE OUTSIDE 3 PER IX1 CORNER MOLDING AND CONCEAL EXPOSED EDGES WITH IX1 MOLDING TO MATCH. 13. 10PLYWOOD SHEATHING ON ALL NON RECEIVING -MASONRY AREA WALLS FROM FINISH A2 30'_O='\ FLOOR TO 8*-0" AFF. SEE PLAN 14. 3/4! BC PLYWOOD BACKING ON ALL COMMUNICATIONS ROOM WALLS FROM FINISH FLOOR TO'8'-O"AFF. EXISTING PLYWOOD TO REMAIN AND NEW TO BE ADDED AS NEEDED. A4 - INTERIOR MTL. STUD WALL W/ CAVITY 5 15. STEEL COLUMN TO BE ENCLOSED IN WALL AND FINISHED GYP BOARD TO BE APPLIED TO A8 HEIGHT OF ACOUSTIC CEILING. I- = 1.0' INTERIOR INTERIOR SCHEDULE OF MATERIALS SHOWROOM C SHOWROOM D SHOWROOM E -1 1& 1/2" PLYWOOD BACKING TO BE INSTALLED IN BETWEEN STUDS AND FLUSH WITH STUD FACE FROM 4*-6" TO 6-6" AFF TO SUPPORT SHELF RACK (MC-4) SHELF TO BE MOUNTED AT < 1 F1-1-2 513 F-1-14 5-6". 17. 10PLYWOOD BACKING TO BE INSTALLED IN BETWEEN STUDS AND FLUSH WITH STUD FACE FLOOR TO AFF SUPPORT A2 A3 A2 7 T_ �_E [] FINISH PER SCHEDULE FROM FINISH 6'-0" TO LOCKERS (MC-6). 18. STANDARD IVORY FRP PANELS ON ALL JANITOR'S CLOSET WALLS FROM FINISH FLOOR TO 10'- o" 0 I El 5/6'WATER RESISTANT GWB 4'-0" AFF. 19. GENERAL CONTRACTOR TO ASSEMBLE AND INSTALL CONCIERGE DESK FIXTURE PER MANUFACTURER'S INSTRUCTIONS, 611 10'-0" F-31 1/2" PLYWOOD ',-F2] 3 R-1 1 BATT INSULATION FOR SOUND ❑ 20. GENERAL CONTRACTOR TO INSTALL SAFE (MC-3) TO FLOOR WITH CONCRE I I= EXPAN61UN ANCHORS. VERIFY SIZING AND LOCATION WITH OWNER/STORE MANAGER PRIOR TO INSTALL. ATTENUATION I 21. BUZZER TO BE INSTALLED By TRUCK DOCK DOOR. BUZZER TO BE WIRED TO SOUND AT 3 SERVICE DESK. LOCATION TO BE APPROVED BY ASHLEY DESIGNER. 3-5/8" STEEL STUDS AT 16' D.C. 22. WALLS TO BE BUILT FROM 13'-0" TO DECK TO CREATE 2'-0" BY 2'-0" CHASE FOR M/E/FS ADD A SUPPLY TO ROOM AND UNDERCUT DOOR FOR RETURN. A2 "lz __V�_ Q. AIR CAVITY PER PLANS 23. EXISTING AND NEW SHOWROOM PERIMETER WALLS TO BE FURRED AND DRYWALLED TO Yl' DECK. PATCH ALL OPENINGS OR VOIDS CREATED BY DEMOLITION FLUSH WITH EXISTING ITEMS 5-1 REPEATED A5 - INTERIOR MTL. STUD PLUMBING WALL WALLS. ALL PLYWOOD MUST BE REMOVED AND REPLACED WITH GYPSUM BOARD TO MATCH EXISTING TYPE. -- - - - - 24. NEW WALL FACE TO BE FLUSH WITH EXISTING ADJACENT WALL FACE. COMPLIANT /A, SERVICE 0 LL TYP� 25. CODE RESTROOM SIGN (SG-2) TO BE MOUNTED WITH CENTER OF SIGN AT 60" AFF OR PER LOCAL CODE. DESK INTERIOR INTERIOR SCHEDULE OF MATERIALS 26. FILL AND PATCH OPENING TO BE FLUSH WITH ADJACENT WALL FACE. 122 j r10 0 27 GENERAL CONTRACTOR TO ASSEMBLE AND INSTALL MOVEABLE DESK FIXTURE PER MANUFACTURER'S INSTRUCTIONS. 0 N A3 - v I- FINISH PER SCHEDULE 'X'GWB 28, GENERAL CONTRACTOR TO ASSEMBLE TWO RUG RACKS. CONFIRM LOCATION OF RUG RACK WITH ASHLEY DESIGNER PRIOR TO INSTALL. '7�/ , � Q) 5/8" TYPE 29. APPROXIMATE LOCATION FOR NEW DOOR. BUZZER (KEYED NOTE #21) AND LANDING TO SHOWROOM H I SHOWROOM G A2 1/2" PLYWOOD MOVE AS NEEDED, LOCATION TO BE DETERMINED BY STRUCTURAL AND FOR BEST F117 516 LANDING LOCATION. 0 A2 R-19 BATT INSULATION FOR SOUND 30. EXISTING GLAZING WALLS, EXTEND WALL DRYWALLED TO DECK TO CREATE NEW VESTIBULE. ATTENUATION 31. NEW DOOR; GLAZING INFILL TO MATCH EXISTING ON SIDES OF DOOR. 6" STEEL STUDS AT 16' O.C. 32. NEW EXTERIOR WINDOW, INFILL DOOR DEMOLITIONS TO MATCH EXISTING GLAZING AND 2 MULLIONS. F7 10 PLYWOOD 33. TRAINING ROOM WALLS TO BE DRYWALLED TO CEILING. PATCH ALL OPENINGS OR VOIDS TYP. SHOWROOM F CREATED BY DEMOLITION FLUSH WITH EXISTING WALLS. ALL PLYWOOD MUST BE REMOVED - I 20 12'_9 15 FTfl 5/8" TYPE ')C GWB REP I I DWI: SYPS AR STING TYPE. T AT ISTINSI ON�INL)rz N LAYER -1. ADD ONE - ALL T ISTINSTNALL FULL HEIGHT TO DECK. 22 . Di)- n f Ffl FINISH PER SCHEDULE 35. EXTEND SIMILAR WALL TYPE TO B.C. ROOF DECK. ROOF?ECK Z� I - \�FCR E\_AbA\RlUrN\b�E S 2 0' A2 2 10 A7 9 A6 -INTERIOR MTL. STUD WALL AT RR 0, k� INTERIOR INTERIOR SCHEDULE OF MATERIALS A. IF UTILIZING EXISTING COMPONENTS AND/OR WIRING, CONTRACTOR SHALL VERIFY THAT ALL COMPONENTS AND WIRING OPERATE CORRECTLY AND REPLACE NON -WORKING ITEMS A3 518!' TYPEX'GWB AT CONTRACTOR'S EXPENSE. B. FIRE ALARM SYSTEM SHALL BE PROGRAMMED, AS NECESSARY, TO ALLOW MONITORING BY A THIRD PARTY MONITORING COMPANY WITH NO ADDITIONAL EQUIPMENT OR SERVICE R-19 BATT INSULATION FOR SOUND WORK BY MONITORING COMPANY OR OWNER. ENTRANCE ATTENUATION C. FINAL TESTING OF THE FIRE ALARM SYSTEM, WITH THE THIRD PARTY MONITORING SYSTEM, FT207 SHOWROOMI SHOWROOM J SHALL BE INCLUDED IN THE SCOPE OF WORK. F124 Fl l [1] 6' STEEL STUDS AT 16' O.C. D. HORN STROBES TO BE PENDANT MOUNTED AT CEILING OR AS HIGH AS CODE ALLOWS. 25 ® 5/8'- TYPE 'X GWB CONSTRUCTION PLAN KEY: VESTIBULE SYMBOL DESCRIPTION F121 23 23 124 Al 1�� F 1 SPRINKLER A930 A9 35 4- (7,� �A7 - INTERIOR 6" MTL. STUD WALL EXISTING WALL TO REMAIN E== NEW WALL CONSTRUCTION REVIEWED FOR EXISTING HEADER TO REMAIN CODE COMPLIANCE 0 FUTURE ASHLEY SCHEDULE OF MATERIALS HOMEGOODS INTERIOR A O FE RISER I I �,, F F 1-23-1 Comm Em� 40'- 10 ill NEW HEADER APPROVED EXISTING DOOR TO REMAIN FEB 2 5 2020 21.03 23 r126 10,, 7'- 5 -,"5 El )( 5/9'TYPE'GWB TO UNDERSIDE OF DECK NEW DOOR City of Tukwila - - 227 FE] 1 aF FE r 0 - - - - - - R-19 BATT NSULATION FOR SOUND ATTENUATION OR 3 1/2" FIBERGLASS BUILDING DIVISION O EXISTING WINDOW TREMAIN ID 11 -1 r 7 -, TRAINING ROOM NOISE BARRIER BATTS TO UNDERSIDE -El OF DECK DFE FIRE EXTINGUISHER ]RECEIVED CITY OF TUMVILA 33 F127 KEYPLAN: JAN 21 z020 L A8 - INT. 6" MTL. STUD DEMISING WALL PERMIT CENTER 12-2 -4" 41'-1 ? 12'-4" 13'-4" 12�-4" 41'-8" 6'- 7 27'-0" _0� 8" '-ALL PARKING, SIDEWALK AND C- INTERIOR INTERIOR SCHEDULE OF MATERIALS CURB RAMP TO REMAIN AS -IS--,,,,, \tcl) ril 10-1 1,01 5/9'TYPE 'X'GWB ffl R-21 BATT INSULATION ... .. . .... 8" STEEL STUDS AT 16" D.C. K 1"AIRGAP LEVEL 3132'= 01 - NEW WORK 2 A9 - INTERIOR 8" MTL. STUD FURRING TRUE NORTH 1W Ill ry 0 I-_ U) w 0 < co Ltd Lo -_(o W :5; co co ol < W _j co - < 0 < COu- Lu < 0- U) uj z 12' O < < 0 < oo-ol z W W DU 0 CL 1.- z 0� U) W 0 LLI co F_ 00 n v- 00 U 00 :D 0 < j Lo z Lu 0 z U) O m =) 0 to 0 I- t= LU a. Ui cL (D 0 K z on 5 in dz mo 7793 RE GISTERE ARCHITECT ATT W E SE F STATE WAS GTON PROJECT NO.: 19205 PROJECT MGR.: NO DRAWN BY: CHECKED BY: ML CONSTRUCTION PLAN IACKSON I MAIN ARCHITECTURE P.S. 0 2019 4 5 OZLu JI 70 12'- 2 7/161. 38'- 0" 38'- 0" — — — — — — — — -- JANITOR ELEC. 106 COMMON ELEC. FF —1021 — ----- OPEN CEILING OPEN CE100ILING OPEN CEILING 18'-0" ......... MEN BREAK RECEIVING F 191 03 ROOM Flol GYP. BD. CEILING 107 OPEN CEILING 7— CE-2 ACT & GRID 101-91 WOMEN 104 GYP. BD. CEILING —HALL 105 Tom OM OF HEADER @ GYP BD. CEILING 8'-0'A.F.F. I I I SHOWROOM B F—ii ij OPEN CEILING 05.11 AS T 38'- 3" 38'- 3" T 7 BEDDING Fl 68 OPEN CEILING 1k, , O� I GYPSUM< BOARD 101-01, O. GYPSUM BOARD SHOWROOM C SHOWROOM D SHOWROOM E CE-1 EN GRID P Fl 12 F, 13 Fl 14 0 OPEN CEILING OPEN CEILING OPEN CEILING ( 18,_0„ +1_ �\ 18,_0,. +1_ 18,_0„ +/_ SHOWROOM H SHOWROOM G SHOWROOM F F —117116 Fl 5 OPEN CEILING OPEN CEILING OPEN CEILING SERVICE 18'-0" +1- 18'-0'+/- DESK Fl 22 OFFICE F lig E-2 ACT + GRID 101-01, SHOWROOM A 110 OPEN CEILING 18'-g'+/- ENTRANCE 120 SHOWROOM SHOWROOM OPEN CEILING 125 F124 F VESTIBULE OPEN CEILING OPEN CEILING Fl 21 ACT & GRID 16'-0" 1 7m Ei�E Comm CE-1 I <6I I'lSPRINKLER RI 5-26OPE8N'.GRID F-12-3� OPEN CEILING OPEN CEILING 3*-0" 1 21.03 1 Ti-l" OPEN CEILING — — — — — — — — — — — — — — - TRAINING ROOM F'72 fl CE-2 ACT & GRID 1U-011 % REFLECTED CEILING PLAN 3/32"= 1'-0" CEILING FINISH SCHEDULE: CODE PRODUCT MANUFACTURERJSUPPLIERj STYLE/COLOR LOCATION NOTES ENTERPRISE 8'X 18'LAMUTE TRELLIS. PERIMETER BEAMS 2" X 11 1/2" TALL, OPEN CEILING GRID INTERIOR BEAMS 2" X 11 1/4" TALL AND SPACED TOC. FINISHED IN SUPPLIED BY ASHLEY CE-1 (DARK) EPS SPECIALTIES LTD. VINYL OMNOVA SLATE GRAY MADE IN 4 -12'BEAMS AND 5 -8'BEAMS. TION PIECES WILL LAP JOINT AND BOLT TOGETHER. SAME ASABOVE. SHOWROOM C, J CONSTRUC CORNER AND JOINING BRACKETRY INCLUDED. PAINTED TO MATCH DESIGNER AND INSTALLED BY G.C. SLAT GRAY. CE-2 ACT &GRID USG/GOLDEN VALLEY SUPPLY #2220 RADAR CLIMAPLUS 2'-0'x 2'-0'SLT. COLOR: WHITE BREAK ROOM AND OFFICE DONN DXlDXL SUSPENSION SYSTEM CE-3 CEILING BAFFLESTLAMLITE 1 V-O" X 81'-0" TRELLIS WITH 2" X 7 1/2" X 95" BEAMS FINISHED WITH SLEEP SHOP SUPPLIED BY ASHLEY CONSTRUCTION WOODGRAIN LAMINATE TO MATCH VERANDA TEAK DESIGNER AND INSTALLED BY G.C. GENERAL REFLECTED CEILING NOTES: A. ANY EXISTING SURFACES SHOULD BE CLEANED AND ANY EXISTING PAINT REMOVED AND/OR SANDED SMOOTH PRIOR TO RECEIVING NEW PAINT. B. ALL UNFINISHED EXPOSED CEILINGS MUST NOT HAVE ANY EXPOSED INSULATION. INSULATION MUST BE WRAPPED AND READY TO RECEIVE PAINT. SEE PAGE 1-103 FOR CEILING PAINT COLORS. C. COORDINATE ALL REFLECTED CEILING PLANS WITH MECHANICAL AND ELECTRICAL DRAWINGS. ITEMS SHOWN ON THE MECHANICAL AND ELECTRICAL DRAWINGS MAY NOT BE INDICATED ON THE REFLECTED CEILING PLANS. LOCATE ALL CEILING MOUNTED ITEMS IN ACCORDANCE WITH THE ARCHITECTURAL DRAWINGS. REFER TO CONSULTANT DRAWINGS FOR SPECIFIC PRODUCT INFORMATION. D. ANY ACCESS HATCHES NOT SHOWN ON CEILING PLAN BUT REQUIRED BY PLUMBING, MECHANICAL, OR ELECTRICAL SYSTEMS SHALL BE REVIEWED WITH ASHLEY DESIGNER FOR LOCATION. G E. ALL EXISTING CEILING HEIGHTS SHOWN ARE APPROXIMATE. ALL NEW CEILINGS THAT ADJOIN EXISTING CEILINGS MUST BE INSTALLED AT THE SAME HEIGHT UNLESS NOTED OTHERWISE. F. GENERAL CONTRACTOR TO REMOVE ALL DAMAGED, STAINED OR DISCOLORED ACOUSTIC CEILING TILES (ACT + GRID) AND REPLACE WITH EQUAL. VERIFY EXISTING SPRINKLER HEAD LOCATIONS AND USE CAUTION DURING CEILING REMOVAL. VERIFY LIMITS OF EXISTING CEILING ON SITE, G. RECEPTACLES IN CANTILEVERS TO BE FLUSH WITH UNDER SIDE OF THE GYPSUM BOARD CEILING. SEE PAGE E-103 FOR EXACT LOCATIONS. H. IF ANY ALTERATIONS NEED TO BE MADE IN ORDER TO STRUCTURALLY SUPPORT THE GYPSUM BOARD CANTILEVERS OTHER THAN WHAT IS SHOWN, ALL CHANGES NEED TO BE REVIEWED AND APPROVED BY ASHLEY DESIGNER PRIOR TO CONSTRUCTION. 1. ALL DROPPED GYPSUM BOARD CEILINGS TO BE 5/8" THICK OR AS REQUIRED BY LOCAL CODE. HEIGHTS NOTED INDICATE THE BOTTOM OF THE FINISHED CEILING. MEASURE FROM LOWEST POINT OF EXISTING FLOORING. J. CANTILEVERS MAY BE SUPPORTED BY STRUCTURAL STEEL OR AIRCRAFT CABLE. TO BE DETERMINED BY ARCHITECT. EXPANSION JOINT TO BE DETERMINED BY ARCHITECT AND APPROVED BY ASHLEY DESIGNER IF NECESSARY. REFLECTED CEILING KEYED NOTES: 1. PROVIDE SUPPORT FOR 50 POUND DRUM SHADE PENDANT (LT-1). Z OPEN CEILING GRID (DARK) (CE-1). TO BE SUSPENDED FROM THE CEILING WITH VERTICAL AIRCRAFT CABLE TO SUPPORT 300 POUNDS. BOTTOM OF GRID AT 8'-6" AFF. 3. 1/2" PLYWOOD BACKING TO BE APPLIED TO STUD FACE ON UNDERSIDE OF ENTRY CANTILEVER CEILINGS. GYPSUM BOARD CANTILEVERS TO PROVIDE SUPPORT ON THE ENTIRE UNDERSIDE TO SUPPORT A 50 POUND LIGHT FIXTURE IN ANY GIVEN LOCATION. 4. GYPSUM BOARD ALONG TOP OF CANTILEVER TO BE FINISHED WITH A SMOOTH EDGE. SEE DETAILS ON PAGE A-701/A-702. 5. BEDDING CEILING BAFFLE SYSTEM (CE-3) TO BE SUSPENDED FROM THE CEILING WITH BOTTOM AT 10'-0" AFF. 6. ADJUST EXISTING CEILING GRID & ACOUSTIC TILES TO CONFORM TO NEW VESTIBULE. REFLECTED CEILING PLAN KEY: SYMBOL DESCRIPTION EXISTING CEILING TO REMAIN, OPEN CEILING o EXISTING 2x4 ACT AND GRID CEILING in rn NEW2X2 ACTAND GRID CEILING NEW GYPSUM BOARD CEILING REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 5 2020 City of Tukwila KEYPLAN: TRUE NORTH w w 0 F— U) 0 < Zo .10 W > ce) < c) -r < LL LU W —0 < < oc) . W < W w c) z w I, c.0 < < 0 < T— < a. F— LJJ Q (D CL F— Z w U) LLI oo F— 00 0') UCL 0000 < w 111 0 < U) —j () < < L0 r-- T— F— z C I-- 0. cn _J W 0 ca ca D In Ir Ir z 0 I D m z rn C) 7793 RE GISTERE ARCHITECT ATT W E SE STATE OF WASHINGTON PROJECT NO.: 19205 PROJECT MGR.: ND DRAWN BY: CHECKED BY: ML REFLECTED CEILING PLAN A-1 05 JACKSON I MAIN ARCHITECTURE P.S. 0 2019 91 ROOF PLAN 1 3/32" =1W SHEET NOTES: A. PROVIDE PENETRATION FLASHING FOR ALL ROOF TOP EQUIPMENT AND RELATED CONDUIT AND PIPING. REFER TO PROJECT MANUAL, CONTRACT DOCUMENTS, MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATIONS AND QUANTITIES OF PENETRATIONS NOT INDICATED ON ARCHITECTURAL ROOF PLAN. B. PROVIDE MINIMUM 1/2" PER 12" SLOPE AT ALL CRICKETS AND MINIMUM 3/8" PER 12" SLOPE IN ALL VALLEYS, TYPICAL, UNLESS OTHERWISE NOTED. C. COVER VENTILATION OPENINGS WITH CORROSION -RESISTANT INSECT SCREENING. PROTECT VENTILATION OPENINGS AGAINST THE ENTRANCE OF SNOW AND/OR RAIN. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. D. ALL ROOF PENETRATIONS TO MAINTAIN REQUIRED FIRE RATING(S) AND TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. E. PROVIDE VENTING FOR CONCEALED SPACES PER BUILDING CODE. F. COORDINATE ROOF OPENINGS AND THE RTU SUPPLY/ RETURN OPENINGS WITH THE EXISTING JOISTS. TO REMAIN. n N H 0 IG RTU TO REMAIN. 0 V 0 0 (V C '.G RTU TO REMAIN. K REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 5 2020 City of Tukwila ro REMAIN. BUILDING DIVISION DEMOLITION LEGEND: _ L C - - DASHED LINES REPRESENT DOORS, WINDOWS AND WALLS TO BE REMOVED. PATCH AND REPAIR ADJACENT SURFACES AS NEEDED. KEYPLAN: W IY O U) W } CV O <c � �� o >m _ �-- d� W 1- 00 J < LLQ U) zfy Q O<C F- YN � r�y/ ,�+ "`�. W F_ ' z W W pU S n C� W CL FW00 - 00 'LL U00 rn 00 r W W oO< JU 0)� U) J < cl- L0 Y T- H fl CID 1n F_ LU a U' Z 0 J 5 m U. 0 N N 7793 REGISTERS ARCHITECT ATT W E SE STATE OF WAS1IINGTON PROJECT NO.: 19205 PROJECT MGR.: NO DRAWN BY: NO CHECKED BY: ML 106191 a N W-11 0 r t � A-201 JACKSON I MAIN ARCHITECTURE P.S. 0 2019 ail A-401 4 A-402 5 6 7 I I I I I I I I I I 00.02 - - — - — EQ E- -------- — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---(---- --- -�-I 26.06 ( 34' - 6" 9' .. 3" N HOlMv EST`02 - � �p 19C� o p —..— — —. —. — — — — — — — — — — — — — __ _ — -------------- 00.01 00.01 00.01 !I I,rTL iI I �_r rh zi =1 _ LEI: I I I EXTERIOR ELEVATION - FRONT 1/8" =14" 8 7 6 LINE IW 5 4 W co IQ ( I I I I � I I I I ! 1 I I I I i ---— — — —T-C _ — _ T.O_LOWEF KEYNOTES: # NOTE 00.01 - REFER TO SHEET A-602 FOR ADDITIONAL STOREFRONT INFORMATION. 00.02 _ REFER TO DETAIL 2/A-402 FOR COVERING UP (E) GREEN TILE. 09.15 (E) PAINT COLOR/ MATERIAL TO REMAIN 26.05 NEW ILLUMINATED SIGNAGE. CONNECT TO EXISTING J-BOX AND USE EXISTING BACKING FROM PREVIOUS SIGNAGE; SIGNAGE TO BE UNDER SEPARATE PERMIT. 26. 66 NEW ILLUMINATED CHANNEL LETTERS. NEW J-BOX REQUIRED. VERIFY BACKING BEHIND LETTERS PRIOR TO INSTALLATION. IF NO BACKING, ALERT ARCHITECT. SIGNAGE TO BE UNDER SEPARATE PERMIT. MATERIAL LEGEND: # X # X PRODUCT MANUFACTURER COLOR PROFILE PRODUCT PROFILE / LINE 1. (E) CONCRETE TILT PANEL 1. N/A 2. (E) CMU SPLIT FACE BRICK 2. SANDBLAST; COLOR SPEC TO 3. EIFS MATCH MANF. COLOR COLOR MANUFACTURER A. URBANE BRONZE - SW 7048 A. N/A B. ASHLEY ORANGE - SW S. DRYVIT C. CHINA WHITE -310 D. BRITE WHITE -102 E. (E) LIGHT GRAY F. (E) DARK GRAY G. N/A REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 5 2020 City of Tukwila BUILDING DIVISION REVEWED CITY OF "i UIWtLA: JAN 212020 PERMIT CENTER =m NW I.L O VJ W c\I O (fl � O > } — ((0 Q C') = Q W = oc) LU ti 7�; < OQ �I¢— < W W J- W QV n Z U) w W CL � _ 50) 00 o-i U) J Q CL LO Y - FF--- w U _ ~ a_ U z J 0 U K m IY O c 1- I- '5 :2 it m a.. a z z 00 J J Z m m �o 00 N N � � N 7793 REGISTERS ARCHITECT ATT W E SE STATE OF WAS HINGTON 'ROJECT NO.: 19205 'ROJECT MGR.: ND )RAWN BY: ND ;NECKED BY: ML EXTERIOR ELEVATIONS , it-r `, .—T �-Y'��Ti'�T�i' i , , , 7 NOTE: EXISTING ITEMS ARE TO BE USED FOR REFERENCE ONLY. EXTERIOR ELEVATION - EXISTING A-3u-1 NCKSON I MAIN ARCHITECTURE P.S. 0 2019 11 E ---------- 0-�T- 11"13.0. DECK 24'. 8" B.O. DECK� - — - — - — - — - — ��21'- 0" B.O. TRUSS 21'- 9" B.O. TRUSS L T.O. E) PARAPET 32'- 0" T.O. LOWERS PARAPET 26'- 6" B.O. ROOF 24'- 10" FINISH FLOOR 0'- SHEET NOTES: A. ALL ITEMS ARE TO BE CONSIDERED EXISTING, U.N.O. KEYNOTES: F— # NOTE 02.07 E) ROOF STRUCTURE TO REMAIN AS IS. 05.01 E) HSS COLUMN TO REMAIN, TYP. FOR ALL 05.02 (E) OPEN DECK ABOVE 05.10 (E) TRUSS STRUCTURE TO REMAIN REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 5 2020 City of Tukwila BUILDING DIVISION w w 0 U) w 0 < CO. "�r Lh L0 NCO ILI < cy) cr) Q m .LLW3: < < 00 Lu < CL Cn Z C) fy �5; CO< < 0 < — F— w z w 0 n �-- (D 10� U) z W 00 W CL �- 00 Urn < w w 0 < U) —i (.) < U) < ,mac,I I-- D T- F- 0 CC U, 0 za) cf) U.1 (D z d Z 7793 REGISTERE ARCHITEC T AT-T W E SE STATE , OF WAS TATE OF WASHINGTON PROJECT NO.: 19205 PROJECT MGR.: No DRAWN BY: NO CHECKED BY: ML BUILDING SECTION NOTE: EXISTING ITEMS ARE TO BE USED FOR REFERENCE ONLY. EXISTING E-W CROSS SECTION 3/32"= 1�0" A A-4011 JACKSON I MAIN ARCHITECTURE P.S. 0 2019 �r WITH A VERITCAL NOTCHED TROWEL TO CAL DRAINAGE PLANE (OR EQUIV. IAINTAINS (E) DRAINAGE FLOW) :D TO BE ADHERED DIRECTLY TO (E) TILE RING TO ALIGN WITH F.O. (E) EIFS T L. T. QA-E) PARAPET 32' - 0" JVER (EEC PARAPET 26' - 6" : • -1•L B.C. SOFFIT 13 - 0" • - .7 KEYNOTES: # I NOTE 04.03 (E) CAST STONE SILL BEYOND TO_ REMAIN 04.04 (E) SPLIT -FACE CMU VENEER BEYOND TO REMAIN 05.06 (E) STEEL STUDS TO REMAIN 05.07 (E) STEEL STRUCTURE TO REMAIN 05.09 (E) PARAPET FLASHING TO REMAIN 06.05 (E) 3/4" FIRE RETARDANT TREATED PLYWOOD CATWALK TO REMAIN 06.06 (E) 1/2" EXTERIOR GRADE PLYWOOD SHEATHING TO REMAIN 07.03 (E) R-19 KRAFT FACED BATT INSULATION TO REMAIN 07.04 (E) ROOF MEMBRANE OVER 4" RIGID INSULATION TO REMAIN 07.05 (E) MEMBRANE FLASHING EXTENDED UP PARAPET & OVER PARAPET BLOCKING TO REMAIN 09.05 (E) GLAZED CERAMIC TILE TO BE REMOVED; PATCH AREA TO MATCH EXISTING ADJACENT MATERIAL 09.06 (E) 1/2" GLASS -MAT GYPSUM SHEATHING TO REMAIN 09.07 (E)1 1/2" E.I.F.S. TO REMAIN _ 09.10 (E) E.I.F.S. RETURN BEYOND 09.12 (E) 5/8" EXTERIOR GYPSUM SOFFIT BOARD WITH CONTINUOUS GALVANIZED SCREEN VENT TO REMAIN 09.14 (E) 5/8" GYP. BD. TO REMAIN KLV►EWED FOR CODE COMPLIANCE APPROVED FEB 2 5 2020 City of Tukwila 3UILDING DIVISION W 0-1 F- W N T O SLR Wp >CD acv, W = Q 00 _1 = U)F aQ W¢ 0- WU o2 Q oQ °t- W W �- W O� a O ry W 00 W W 00 T- O O v `3' �U) _3: W W O0 Q U) J Q W L0 �� z t= a o: J i �L D H W a U' z 0 J_ Q] z W N Q t`o ]Ell N 7793 REGISTERS ARCHITECT ATT W E SE STATE OF WASHINGTON PROJECT NO.: 19205 PROJECT MGR.: ND DRAWN BY: ND CHECKED BY: ML FOAM BOARD ADHESION FOR EIFS FINISH 2 1 1/2" =1W WALL SECTION AT PARAPET WALL SECTION A, 4 0 2% JACKSON I MAIN ARCHITECTURE P.S. 02019 FIXTURE & HARDWARE SCHEDULE CODE PRODUCT MANUFACTURER/�STYLE/COLOR LOCATION 'L,E/COLOR SUPPLIER NOTES CASEWORK CASEWORK CABINETRY HARDWARE IPLASTICS oUTWATER I PRODUCT #PULL-163128-SS 5" SERVICE DESK OR APPROVED EQUAL CW-2 DRAWER SLIDES ACCURIDE 7957 FULL EXTENSION HEAVY DUTY (350 LES.) DRAWER SLIDES SERVICE DESK OR APPROVED EQUAL CW-3 WALL BRACKET 1CONTRACTOR TBD BY HEAVY DUTY METAL L-BRACKET SERVICE DESK SIGNAGE SGA ASHLEY INTERIOR LOGO SIGN THOMAS SIGN AND AWNING CO. INC. 49- WIDE X 49- HIGH, FABRICATED STAINLESS STEEL SIGN WITH HORIZONTAL BRUSH, 3000K LED ILLUMINATION SERVICE DESK 1 1/2" STANDOFFS INCLUDED. SUPPLIED BY ASHLEY AND INSTALLED BY GENERAL CONTRACTOR QTY. I SG-2 RESTROOM SIGN - ADA COMPLIANT COMPLIANCE SIGNS RRE-125 145 PAIRED SET, BLACK ON SILVER HALLWAY/ RESTROOMS SET OF 2, U'x 9" ADA COMPLIANT BRAILLE SIGNS, MOUNTED AT 6-WO.C. AFF SG-3 RESTROOM SIGN - GENERAL DIRECTIONAL COMPLIANCE SIGNS RRE-6980, BLACK ON SILVER SHOWROOM B ALUMINUM 14�'x 10", MOUNTED AT 8'-6" O.C. AFF ELECTRICALCOMMUNCATION ECA COMMUNICATION RACK AMERICAN POWER CONVERSION (APC) A 315 0 NET SHELTER SX 42U 750 MM x 1070 MM COMM/ ROOM TO ORDER GO TO APC,COM, QTY. 1 MISCELLANEOUS MC-1 CASH DRAWER INSERT OFFICE DEPOT ITEM #561066 SERVICE DESK STEELMASTER LIT-NING CASH TRAY, 2 1/8" H x 14 3/4" W x 9 15116', BLACK MC-2 VALUE BEDDING CABINET EC RETAIL STUDIO KNOCK DOWN MATTRESS DISPLAY BOX, COLOR: COSMIC STRANDZ BEDDING SUPPLIED BY ASHLEY DESIGNER, INSTALLED BY GENERAL CONTRACTOR QTY. 1. MC-3 SAFE GLOBAL INDUSTRIALI EQUIPMENT WGB9864351: MESA SAFE B-RATE DEPOSITORY SAFE, MFL2014E-OLK FRONT LOADING DIGITAL LOC OFFICE SUPPLIED BY ASHLEY DESIGNER, INSTALLED BY GENERAL CONTRACTOR QTY. 1, MC-4 SAFCO 48" SHELF RACK WIHANGERS SAFCO CHROME; ITEM #SAF4164 BREAK ROOM OR APPROVED EQUAL MC-5 RUG RACK DISPLAYS OF DALTON TITAN SPACE SAVER RUG RACK SHOWROOM A SUPPLIED BY ASHLEY AND INSTALLED BY GENERAL CONTRACTOR QTY, 1 MC-6 LOCKERS SMITH MATERIAL HANDLING TBD BY OWNER BREAK ROOM SUPPLIED BY ASHLEY DESIGNER, INSTALLED BY GENERAL CONTRACTOR QTY. 30 MC-7 MOVEABLE DESK FIXTURE FHC ITEM NUMBER: 6018 SHOWROOM B SUPPLIED BY ASHLEY AND INSTALLED BY GENERAL CONTRACTOR QTY. 2. MC-8 CONCIERGE DESK FIXTURE FHC ITEM NUMBER: 6019 ENTRANCE SUPPLIED BY ASHLEY AND INSTALLED BY GENERAL CONTRACTOR QTY. 1. MC-9 KEYBOARD TRAY OFFICE DEPOT ITEM #558-501; MFR. #FEL93841 SERVICE DESK FULLY ADJUSTABLE KEYBOARDIMOUSE PAD PLUMBING PLA TOILET KOHLER/HJC K-96057-0 RESTROOMS 18-GAUGE STAINLESS STEEL - ADA. TOP MOUNT INSTALL PL-2 TOILET SEAT ZURN/HJC Z5956SS-EL RESTROOMS 8 I/Z'SPOUT AND LEVER HANDLE, POLISHED CHROME -ADA PL-3 ELECTRONIC TOILET FLUSH VALVE ZURN/HJC ZER6000AV-HET-CP RESTROOMS PL-4 49'x 36"CHANNEL FRAME MIRROR BOBRICKJHJC B-165-4836 RESTROOMS STAINLESS STEEL PL-5 SURFACE -MOUNTED MULTI -ROLL TOILET TISSUE DISPENSER BOBRICK/HJC B-2888 RESTROOMS STAINLESS STEEL PL-6 SURFACE -MOUNTED PAPER TOWEL DISPENSER BOBRICK/HJC B-262 RESTROOMS STAINLESS STEEL PL-7 SURFACE -MOUNTED VERTICAL SOAP DISPENSER BOBRICK/HJC B-21 11 RESTROOMS STAINLESS STEEL PL-8 GRAB BAR BOBRICK/HJC B-6806-18,-36,42 (ARCHITECT TO VERIFY SIZES) RESTROOMS STAINLESS STEEL, SATIN FINISH PL-9 RESTROOM LAVATORY CORIAN GLACIER WHITE #810 RESTROOMS UNDERMOUNT BOWL WITH SS-2 COUNTER PL-10 SENSOR FAUCET (ADA) ZURN/HJC Z6915-XL, -ACA, OR -CWB RESTROOMS PLA 1 BABY CHANGING STATION KOALA/HJC KB-200-05 RESTROOMS WHITE GRANITE PL-12 NAPKINfTAMPON DISPENSER BOBRICK/HJC B-2706-25 RESTROOM STAINLESS STEEL, WOMEN'S RESTROOM ONLY PL-13 SURFACE -MOUNTED SANITARY NAPKIN DISPOSALUNIT BMRICKIHJ�C B-270 RESTROOM STAINLESS STEEL PL-14 URINAL KOHLER/HJC K4991-ET-0 RESTROOM WALL -MOUNTED PL-15 ELECTRONIC URINAL FLUSH VALVE ZURN/HJC ZER6003AV-ULF-CCP RESTROOM PL-16 TOILET PARTITIONS - FLOOR MOUNTED SCRANTON PRODUCTS- HINEY HIDERS HOPE; FLOOR MOUNTED OVERHEAD BRACED; COLOR: CONCRETE RESTROOMS PARTITIONS TO BE SUPPLIED WITH POLISHED CHROME DOUBLE ROBE DOOR HOOKS (GRAINGER) ITEM #10G1 96-MFR, MODEL #044902-UNSPSC #31162606. DOOR STOP (GRAINGER) ITEM 1162804 PL-17 SINK KOHLER/HJC k-3894-4-NA VAULT SINGLE BOWL BREAK ROOM WHITE PL-18 SINK FAUCET KOHLER/HJC K-15171-F-CP BREAK ROOM WHITE PL-19 GARBAGE DISPOSAL INSINKERATOR/HJC BADGER 5XP GARBAGE DISPOSAL BREAK ROOM 3/4 HORSE POWER. 120 VOLT PL-20 MOP SINK ZURN/HJC MODEL #Z1996-24-HH JANITOR'S CLOSET STAINLESS STEEL PL-21 MOP SINK FAUCET ZURN/HJC Z843M1-XL JANITOR'S CLOSET PL-22 UTILITY SHELF BRADLEY/HJC MODEL 9984 BRADEX JANITOR'S CLOSET ADA COMPLAINT PL-23 WATER COOLERS - WALL -MOUNTED ELKAY/HJC EZSTL8LC HALLWAY FLOORING SCHEDULE STYLE/COLOR LOCATION NOTES CONCRETE BA POLISHEDCONCI:jj::jj_ RETROPLATE SYSTEM I -Fcas-s B, LEVEL 3 SEMI -POLISH (UP TO 1: SHOWROOM NEEDED TO I USE CRETE FILL PRO 85 JOINT FILLER AND SPALL REPAIR AS N MATCH B-2 SEALED CONCRETE RETROPLATE SYSTEM-- ASHFORD FORMULAICURECRETE RECEIVING AND JANITORS CLOSET CARPET CARPET STYLE, LAYER 5A183 COLOR: ZINC 83515 UP mup STYLE LK OFFICE SHAW CONTRACT GRO BROADLOOM C-2 CARPET SHAW CONTRACT GROW: STYLE: PORTAL TILE 5T035 COLOR: STERLING 34557 VESTIBULE 24" x 24�'TILE, HEAVY DUTY WALK OFF CARPET, QUARTER TURN INSTALL C-3 CARPET 'SHAW CONTRACT GROUP STYLE: COLOR FORM 5T1 12 COLOR: CLOUDED 81595 SLEEP SHOP (GENERAL ASSORTMENT) 9" x 36"TILE, HERRINGBONE INSTALL, SEE DETAIL C-4 CARPET SHAW CONTRACT GROUP STYLE: COLOR FORM 5T1 12 COLOR: MOJO 81675 SLEEP SHOP (GENERAL ASSORTMENT) 9" x 36!'TILE, HERRINGBONE INSTALL, SEE DETAIL GROUT G-1 EPDXY GROUT CUSTOM BUILDING PRODUCTS 386 (OYSTER GRAY HALLWAY, RESTROOM FLOORS AND WALLS 11/8" GROUT LINE FLOOR TILE T-1 FLOOR �TiLE DALTILE FABRIQUE - GRIS LINEN P690 HALLWAY AND RESTROOMS 12" x 12" UNPOLISHED, STRAIGHT INSTALL, QUARTER TURN PATTERN, USE GROUT G-1 TRANSITION STRIPS TS-1 TRANSITION STRIPS CTC CTC RAMP XLK - LIGHT BRONZE TILE TO CONCRETE 3/8" HEIGHT TS-2 TRANSITION STRIPS CTC 1132 BCTITRANZ 1132 - LIGHT BRONZE CARPET TO CONCRETE 11/32" HEIGHT TS-3 TRANSITION STRIPS CTC CTC 99 REDUCER - LIGHT BRONZE VINYL TO CONCRETE 1/8" HEIGHT TS-4 TRANSITION STRIPS CTC CTC 14 CTV - LIGHT BRONZE CARPET TO VINYL 3/8" HEIGHT TS-5 TRANSITION STRIPS CTC CTC LIGHT BRONZE SHOWROOM FLOOR BETWEEN DIFFERENT FLOORING TYPES CONTRACTOR TO DETERMINE BEST CTC TRANSITION STRIP FOR APPLICATION TS-6 _[TRANSITION STRIPS ICTC CTC 14 REDUCER - LIGHT BRONZE CARPET TILE TO CONCRETE 1114- HEIGHT VINYL TILE V-1 VINYL COMPOSITION TILE JARMSTRONG 51803 PEARL WHITE BREAK ROOM AND TRAINING ROOM 112" x 12", STRAIGHT INSTALL PLEASE SEE CONTACT SHEET FOR NATIONAL ACCOUNT INFORMATION AND PRICING FINISH SCHEDULE CODE I PRODUCT SUPPLIER STYLEICOLOR LOCATION NOTES CEILINGS CE-1 OPEN CEILING GRID (DARK) EPS SPECIALTIES LTD. B'X 18'LAMLITE TRELLIS. PERIMETER BEAMS 2" X 11 1/2" TALL, INTERIOR BEAMS Z'X 11 1/4" TALL AND SPACED VOC. FINISHED IN VINYL OMNOVA SLATE GRAY. MADE IN 4 AZ BEAMS AND 5 -8'BEAMS. PIECES WILL LAP SHOWROOM C, J JOINT AND BOLT TOGETHER. SAME AS ABOVE. CORNER AND JOINING BRACKETRY INCLUDED. PAINTED TO MATCH SLAT GRAY. DONN DXIDXL SUSPENSION SYSTEM CE-2 ACT &GRID USG/GOLDEN VALLEY SUPPLY #2220 RADAR CLIMAPLUS 2'-0'x 2'-U'SLT. COLOR: WHITE BREAK ROOM, TRAINING ROOM, AND OFFICE 3/4" THICK AND 12" HIGH MATCHING PERIMETER TRIM, SUPPLIED BY ASHLEY AND INSTALLED BY GENERAL CONTRACTOR. EDGE PROTECTION EP-1 TRANSITION STRIPS SCHLUTER SYSTEMS SCHIENE A30 ENTRANCE/BEDDING 1/8" HEIGHT (ALUMINUM FINISH) WALLPAPER EP-2 TRANSITION STRIPS CTC CTC 38 EDGE - LIGHT BRONZE RESTROOM TILE EDGE 3/8" HEIGHT GROUT G-1 EPDXY GROUT CUSTOM BUILDING �PRODUCTS 386 OYSTER GRAY , HALL RESTROOM FLOORS WAY AND WALLS 1/8" GROUT LINE LAMINATE L-1 PLASTIC LAMINATE WILSONART LUNA FROST 1849-K-35 HD SERVICE DESK AND BREAK ROOM 1/8" TO 3/16"ROUND EDGE PROFILE L-2 PLASTIC LAMINATE WILSONART EBONY RECON 7997-38 SERVICE DESK AND BREAK ROOM WILSONART HIGH WEAR LAMINATE. WOOD GRAIN TO ALL RUN VERTICALLY L-3 PLASTIC LAMINATE WILSONART i LINEN D427-60 RESTROOM REMOVABLE PANEL WILSONART HIGH WEAR LAMINATE MOLDING -------- - ------- M-1 WOOD CROWN TBD BY CONTRACTOR 1 x6 MDF, EXTRA WHITE SVV7006 MULTIPLE LOCATIONS 5 1/2" FLAT PROFILE CROWN MOLDING M-2 WOOD BASE TBD BY CONTRACTOR 1x6 POPLAR/BASSWOOD, EXTRA WHITE SW7006 MULTIPLE LOCATIONS 5 1/2" FLAT PROFILE BASE MOLDING M-3 NOT USED M-4 NOT USED M-5 WOOD CROWN TBD BY CONTRACTOR 1 x2 POPLAR/BASSWOOD, EXTRA WHITE SW7006 MULTIPLE LOCATIONS 1 1/2" FLAT PROFILE CROWN MOLDING M-6 RUBBER BASE JOHNSONITE #32 PEBBLE MULTIPLE LOCATIONS 1/8" THICK, 4�' HIGH, COVED PROFILE M-7 TILE BASE DALTILE FABRIQUE - GRIS LINEN P690, S-43C9 HALLWAY AND RESTROOMS 3" x 12" BULLNOSE TILE, UNPOLISHED, HORIZONTAL DESIGN STONE N-1 STONE VENEER CULTURED STONESOUTHWEST (BORAL) BLEND PRO -FIT LEDGESTONE PF-8019 WALL BEHIND SERVICE DESK MANUFACTURED STONE VENEER WITH TIGHT FIT JOINTS PAINT P-1 PAINT SHERWIN WILLIAMS POPULAR GRAY SW6071 SHOWROOM EXPOSED CEILING FLAT FINISH P-2 PAINT SHERWIN WILLIAMS EXTRA WHITE SW7006 SHOWROOM TRIM SEMI -GLOSS FINISH P-3 PAINT SHERWIN WILLIAMS TRICORN BLACK SW6258 SERVICE DESK 1/16" SPACES EGGSHELL FINISH P-4 PAINT SHERWIN WILLIAMS DORIAN GRAY SW7017 DOORS AND DOOR FRAMES SEMI -GLOSS FINISH SOLID SURFACE SS-1 SOLID SURFACE DUPONT/CORIAN QUARTZ CLOUD WHITE SATIN FINISH, 2CM OR 3CM SLAB IS ACCEPTABLE, 12" OVERHANG AND 1/8" ROUND OVER EDGE ON SERVICE DESK FRONT SS-2 SOLID SURFACE DUPONT/CORIAN QUARTZ CLOUD WHITE RESTROOM COUNTERTOP AND SATIN FINISH, 2CM OR 3CM SLAB IS ACCEPTABLE, 1/8- ROUND OVER EDGE. 3" BACKSPLASH COORDINATE WITH UNDERMOUNTED SINK PL-8 WALL APPLICATION WA-1 WALL APPLICATION TEXTURE PLUS TUMBLED BRICK INTERLOCK PANELS -BAKED CLAY SHOWROOM MITER OUTSIDE CORNERS AND EDGES. PANELS COME WITH ADHESIVE AND CAULK. SUPPLIED BYASHLEY AND INSTALLED BY GENERAL CONTRACTOR. WA-2 WALL APPLICATION ARAUCO 9/16" X 5-1/4" X 12'RADIATA PINE 1/8" SPACE SHIPLAP SHOWROOM C OR EQUAL SHIPLAP PRODUCT. STAGGER SEAMS. USE 1XI OUTSIDE CORNER MOLDING AND CONCEAL EXPOSED EDGE WITH IX1 MOLDING TO MATCH. PRIME WALL BEFORE INSTALLATION AND PAINT PRE - PRIMED SHIPLAP PER PAINT PLAN. WALLCOVERING WC-1 WALLCOVERING WOLF GORDON BONAIRE SUNRISE GOH 12958124 (TO BE INSTALLED RAILROADED - HORIZONTALLY - ON FACE OF WALL WITH EDGE PROTECTION) ENTRANCE; BEDDING ENTRANCE INSTALL PER MANUFACTURER'S INSTRUCTIONS WALL TILE WTA I WALL TILE DALTILE OE LINEN P686 RESTROOMS AND HALLWAY�l r x 24UNPOLISHED, USE ROUT �G- 1 COMPANY CONTACT INFORMATION COMPANY MATERIAUSERVICE CONTACT EMAIL NAT. ACCT. P.O. FLOORING ARMSTRONG VINYL COMPOSITION TILE LOCAL DEALER CTC TRANSITION STRIPS LOCAL DEALER CUSTOM BUILDING PRODUCTS IGROUT CUSTOMER SERVICE 1800-272-8786 DALTILE TILE HILLARY BUSS 1317-910-2527 HILLARY.BUSS@DALTILE.COM X SHAW CONTRACT GROUP CARPET AND LVT BRAD RYAN 608-345-4149 BRAD.RYAN@SHAWINC.COM X RECOMMENDED FLOORING INSTALLERS COMMERCIAL FLOOR RESOURCES, LLC FLOORING INSTALLATION KIEVAN CARPENTER 706-383-8462 KCARPENTER COM MERCIAL-FLOORS.NET X 678-860-6587 (CELL) DIAMOND CARPET SERVICE, INC FLOORING INSTALLATION MICHAEL JANY 630-293-9033 EXT. 3 MICHAEL@DIAMONDCARPETSERVICE.COM X RETROPLATE SYSTEM/CURECRETE CONCRETE POLISHING AND SEALING SCOTT MAXFIELD 1801-812-3420 SCOTT.MAXFIELD@CURECRETE.COM X 801-641-6796 (CELL) LIGHTING MOSS RETAIL DRUM LIGHTING FIXTURES MICHELLE HAMERS 773-435-7684 MHAMERS@MOSSINC.COM X X CURT LEIFSON 801-983-8739 CLEIFSON@MOSSINC.COM X REGENCY LIGHTING LIGHTING (FIXTURES) CAMERON CRAIG 818-231-7603 (CELL) CAMERON.CRAIG@REGENCYLIGHTING.COM X X SPECIALTY LIGHTING LIGHTING (FIXTURES AND BEDDING PENDANTS) SANDY KINNE 860-767-0110 EXT. 210 SANDY.KINNE@SSLIGHTING.COM X VILLA LIGHTING LIGHTING (FIXTURES) STEVE BARKER 314-531-3322 EXT. 129 SBARKER@VILLALIGHTING.COM X VOSS LIGHTING LIGHTING (LAMPS) ORDERS AND ORDER INQUIRY 888-335-9876 NA@VOSSLIGHTING.COM X 651-697-1599 BRAD SELLEY (NAT. REP.) 612-251-2420 BRAD.SELLEY@VOSSLIGHTING.COACC,UNT SIGNS COMPLIANCE SIGNS SIGNS LORI QUECKBOEF LORI.QUECKBOERNER@COMPLIANCESIGNS,COM� THOMAS SIGN AND AWNING CO, INC. ASHLEY LOGO SIGN DOMINIC NELSON (CELL) DOMINIC.NELSON@THOFJ WALLS ARAUCO SHIPLAP LOCAL DEALER CULTURED STONE (BORAL) STONE JOAN SCRUGGS 760A07-5873 (CELL) JSCRUGGS@BORAL.COM X MDC BEDDING WALL COVERING JEAN CARRASCO 800-621-4006 JCARRASCO@MDCWALL.COM X 813-367-6398 (CELL) SHERWIN WILLIAMS PAINT LOCAL DEALER X TEXTURE PLUS WALL TREATMENT BRIAN KAMPE 631-218-9200 EXT. 102 BRIAN@TEXTUREPLUS.COM X X WOLF GORDON ENTRANCE WALLCOVERING FREDDY ORTIZ 1718-391-5452 ALFREDO.ORTIZ@WOLFGORDON.COM OTHER ACCURIDE DRAWER SLIDES LOCAL DEALER BELNICK BREAK ROOM SHELF RACK MELISSA JOHNSON MELISSAJOHNSON@BELNICKINC.COM BLACKBOX NETWORK CABLING BRAD FOSTER 336-306-5293 BRADLEY.FOSTER@BLACKBOX.COM BRADLEY JANITOR'S CLOSET ACC CUSTOMER SERVICE 800-BRADLEY WWW.B %DLEYCORP.COM DUPONT CORIAN QUARTZ ERIN FAIRFIELD 612-499-4875 (CELL) ERIN.MICHELLE.FAIRFIELD@DUPONT.COM X DUPONT REGIONAL SALES OFFICE WEST CORIAN QUARTZ FABRICATOR DOUG HICKS 714-985-0777 DOUGLAS,J.HICKS-1@DUPONT.COM EPS SPECIALTIES LTD. CEILING ELEMENTS FHC FIXTURES KINGA MIKOLAJCZYK 773-724-3007 KINGA@FHCMARKETING.COM X X GOLDEN VALLEY SUPPLY COMPANY CEILING, MICORE CONNIE LARSON 763-544-8907 CONNIELARSON@GOLDENVALLEYSUPPLY.COM X HJC RESTROOMS CUSTOMER SERVICE ASHLEYFURNITURE@HJCINC.COM X ONSITE MEDIA AUDIO VISUAL (SABLE GREEN 435-214-0293 ISABEL@ONSITEMEDLA.COM OSSEO PLASTICS HDPE SHEETING ROCKY THOMPSON 715-597-2498 X OUTWATER PLASTICS VARIES CUSTOMER SERVICE 800-631-8375 PLAY NETWORK TECHNOLOGY KELLY CLARK 425-629-1836 KCLARK@PLAYNETWORK,COM X 614-806-7004 (CELL) MICHAEL BERES 425-629-2713 SCHLUTER SYSTEMS TRANSITION STRIPS LOCAL DEALER SCRANTON PRODUCTS RESTROOM PARTITIONS RICH GROSS 224-775-2275 RICH.GROSS@AZEKCO.COM USG CEILING CONNIE LARSON 800-874-6466 CONNIELARSON@GOLDENVALLEYSUPPLY.COM WILSONART LAMINATE JOHN HILL 254-718-7907 (CELL) HILLJ@WILSONART.COM X WONDERSIGN CATALOG KIOSK CASPER FOPP �337-6367 CFOPP@WONDERSIGN.COM X KURTALTHAUS KALTHAUS@WONDERSIGN.COM REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 5 2020 City of Tukwila BUILDING DIVISION REC'94VED 7 1 :LA CITY OF I W"v JAN 2 12020 PERMIT CENTER W W 0 U) W 04 0 < co LLI 0 > co r < co T_ < - COI-_ U_ W 1j) Es < < - Lij < 0- U) WOG z CO < 0 ,— F— Uj F- z W 0 n 0 W U) z LU 00 a- 00 LLj 00 0 0 _17 _17 () (3) 3: P- U) D o< U) _j _j r < U) _J0 < - Lo z 0 E X IL Z) V) - UJ UJ 0 D z rn LLI F- IN 7793 REGISTERE ARCHITECT A17 WE SE STATE OF WASH,NCT.N PROJECT NO.: 19205 PROJECT MGR.: NO DRAWN BY: CHECKED BY: ML SCHEDULES JACKSON I MAIN ARCHITECTURE P.S. 0 2019 No SEE I -SEE SCHEDULE SCHED. 1 1 8" H.S. STL. KICK PLATE SEE SCHED. HM-1 HM-2 MATERIAL: METAL MATERIAL: METAL THICKNESS: 1 3/4" THICKNESS: 1 34' 1 DOOR / FRAME TYPES 1/4" =1'-0" SEE SEE SEE H/C APPROVED SEE 2' 0" x 3'-0" 2". SEE SCHED. SCHED. EQ EQ SCHED. EQ EQ SCHED. SCHED. GENDER SIGNS ONE WAY GLASS TEMPERED SEE EQ EQ AS REQUIRED VISION PANEL. 6'-6" AFF TO TOP. 2". SEE SCHED. GLASS SCHED. SEE SCHEDULE - 10" x 10" SEE SCHED. �( N+- ' LASS VISION PANEL. w FINISH / 5'-6" AFF TO w TOP. LU w o o SEE SCHED. o 0 0 S S S _ o U U w m cn o U rJ) _ o: U U) UU 8" H.S. STL. U w 8" H.S. STL. w 8" H.S. STL. UU m 8" H.S. STL. w 8" H.S. STL. KICK PLATE U KICK PLATE U KICK PLATE W Y 7 KICK PLATE U KICK PLATE SEE SCHED. SEE SCHED. SEE SCHED. m SEE SCHED. SEE SCHED. SF-1 WD-1 WD-2 WD-3 WD-4 M-1 HM-A HM-B MATERIAL: ALUMINUM/GLASS MATERIAL: WOOD (SOLID CORE) MATERIAL: WOOD (SOLID CORE) MATERIAL: WOOD (SOLID CORE) MATERIAL: WOOD (SOLID CORE) MATERIAL: METAL MATERIAL: METAL MATERIAL: METAL THICKNESS: 1 3/4" THICKNESS: 1 3/4" THICKNESS: 1 3/4" THICKNESS: 1 3/4" THICKNESS: I T4" THICKNESS: 2" THICKNESS: 2" THICKNESS: 2" FRAME TYPES i (E) CORNER GUARD (E) 5/8" GYP. (E) STEEL COLUMN CONINUOUS BACKER ROD AND SEALANT i i (E) CONCRETE TILT A-602 NEW ALUMINUM PANEL --- -"-._- �-��---��-� -� -�" (E) ALUMINUM GLASS AND STOREFRONT DOOR FRAME PER SCHEDULE, - GROUT FULL, TYP. �(E) CONTINUOUS BACKER ROD AND SEALANT i o i` \ SF1 (E) STEEL STRUCTURE SILENCERS/SEAL PER i ` = SCHEDULE VERIFY (E) BREAK METAL IS STILL IN GOOD i� SHIM AS REQUIRED CONDITION AFTER REPLACEMENT OF GLAZING ` SHIM AS REQUIRED (E) CONTINUOUS BACKER ROD AND '--DOOR PER SCHEDULE UT T �. iT UT CONINUOUSBACKERRODANDSEALANT SEALANT 8' - 0" (E) ALUMINUM GLASS AND CONTINUOUS BACKER ROD k AND SEALANT EACH SIDE STOREFRONT MATCH WIDTHS OF SF2 SF1 WALL ASSEMBLY PER PLAN 1/4" JAMB AT NEW VESTIBULE DOOR DOOR FRAME JAMB AT TILT PANEL 3" =1,-0. I 12'- 0 1/4" rn 1 CL PO 1 I 7 A-602 T T T T (EQ. 1)/2 � (EQ. 1)/2 (EQ. 1) / 2 (EQ. 1)/2 FRONT AND GLASS DOOR AT (-r1 STOREFRONT HEAD @ NEW VESTIBULE DOOR v (E) ALUMINUM GLASS AND STOREFRONT "",_-(E) CONTINUOUS BACKER ROD AND SEALANT (E) STEEL STRUCTURE VERIFY (E) BREAK METAL IS STILL IN GOOD CONDITION AFTER REPLACEMENT OF GLAZING SHIM AS REQUIRED --- CONINUOUS BACKER ROD AND SEALANT NEW ALUMINUM AND GLASS STOREFRONT TO REPLACE (E) SLIDING DOORS SF3 7 STOREFRONT HEAD 4 1/4" = T-0" 3" =1'-0" U. J CL EQ.1 I EQ.1 l 7 A-602 T T T T (EQ.1)/2 (EQ.1)/2 (EQ.1)!2 (EQ.1)/2 SF4 J 1/4"=1W DOOR THRESHOLD 6"=IW' 3EYOND iR SCHEDULE 3ROKEN ANODIZED M THRESHOLD. GHT: 1/2" .00R ELEVATION ,LL ASSEMBLY PER PLAN CONCRETE TILT PANEL SHIM AS NEEDED SEALANT TO FORM CONTINUOUS PERIMETER ON EACH SIDE, TYPICAL FRAME PER SCHEDULE GROUT SOLID, TYPICAL 24 GA. GALVANIZED DRIP FLASHING AT DOOR. ATTACH WITH SCREWS AT 8" O.C. PAINT TO MATCH FRAME. A DOOR FRAME HEADER AT TILT PANEL 111 3" =1'-0" DOOR FRAME T.. AT PARTITION 5/8" GYP. BC FINISH PER (2) STUD HE TRACKS TO'. 16 GA. H.M. DOOR FRAME @ 6" MTL. PARTITION 13 3" =1,-0• BOARD WITH WALL :R SCHEDULE DOR PER SCHEDULE N. FRAME - PROVIDE 4CHORS @ JAMB @ EACH SIDE ON EACH SIDE NEW DOOR SCHEDULE OPENING DOORIWINDOW FRAME HOW. SET REMARKS NUMBER S12E: W x H TYPE MATERIAL FINISH MATERIAL FINISH TYPE FACE CORE 101 3'-0" x T-0" HM-1 METAL HOLLOW P-4 METAL P-4 HM-A 7 EXIT DOOR 101C PR 3'-0" x 8'-0" CUSTOM ASS INSUL METAL P-4 CUSTOM RECEIVING (SEE KEYED NOTE 1) 103 T-W x 7'-0" WD-3 WOOD SOLID P-4 METAL P-4 HM-A 2 MEN'S RESTROOM 104 T-O" x T-O" WD-3 WOOD SOLID P-4 METAL P-4 HM-A 2 WOMEN'S RESTROOM 105 T-0"xT-0" WD-3 WOOD SOLID P-4 METAL P-4 HM-A 4 COMWELECTRICAL 106 3'-0" x T-O" WD-1 WOOD SOLID P-4 METAL P-4 HM-A 4 JANITOR'S CLOSET 107 S4' x T-0" WD-2 WOOD SOLID P-4 METAL P-4 HM-A 5 BREAK ROOM 119 T-O" x 7'-0" WD-4 WOOD SOLID P-4 METAL P-4 HM-A 3 OFFICE 121A T-0" x T-0" SF1 AUG HOLLOW CLR AUG CLR HM-B INTERIOR VESTIBULE DOOR 127 T-O" x T-O" WD-2 WOOD SOLID P-4 METAL P-4 HM-A 5 TRAINING ROOM EXISTING DOOR SCHEDULE OPENING DOOR FRAME HDW.SET REMARKS NUMBER SIZE: W x H TYPE MATERIAL FINISH MATERIAL FINISH TYPE 001A T-O" X 8'-0" HM-1 HOLLOW METAL PER LL ELECTRICAL ROOM 001 B T-O" X 8'-0" HM-1 HOLLOW METAL PER LL ELECTRICAL ROOM 101A 8'-0" X 9'-0" M-1 METAL 9 ROLL UP RECEIVING DOOR; SEE KEYNOTES 2, 3 AND 4. 101 B 8'-0" X 9-0" M-1 METAL 9 ROLL UP RECEIVING DOOR; SEE KEYNOTES 2, 3 AND 4. 108 5'-0" X T-0" HM-2 HOLLOW METAL 8 BEDDING TO EXTERIOR 127A 3-0" X T-O" HM-1 HOLLOW METAL P4 P-4 10 EMPLOYEE ENTRANCE 126 3'-0"XT-O" HM-1 HOLLOW METAL P4 P-4 4 COMM. 123 3'-0" X T-0" HM-1 HOLLOW METAL PER LL RISER TO HALLWAY 123A 3'-0" X 7'-0" HM-1 HOLLOW METAL PER LL RISER TO EXTERIOR 124 3'-0" X 7'-0" HM-1 HOLLOW METAL 7 RISER TO SALES 121 B 8'-0" X 8'4" SF2 ALUMINUM 6 ENTRANCE; SEE KEYNOTE 5. GENERAL NOTES: A. ALL DOOR OPERATING DEVICES SHALL BE OPERATION WITH HAND AND SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. DOOR KNOBS ARE PROHIBITED. B. ALL MEANS OF EGRESS ARE TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. C. MEANS OF EGRESS DOORS EQUIPPED WITH MAGNETIC LOCKS, CARD READERS, PUSH BUTTON COMBINATION LOCKS, ETC. OR "SPECIAL" LOCKS SHALL BE ABLE TO UNLOCK IN ACCORDANCE WITH ALL 7 CONDITIONS LISTED IN THE CODE. D. AUDIBLE EXIT ALARM, COORDINATING WITH SECURITY HARDWARE INSTALLER. KEYED NOTES: 1. RECEIVING DOOR TO BE ELIASON MODEL HCG10, PAIR, STANDARD STYLE, ASS FRONT, METALLIC GRAY FRONT, ABS BACK, METALLIC GRAY BACK, EASY SWING HARDWARE, STANDARD TOP HINGE, ZINC TOP HINGE, BLACK ABS HINGE COVER, 3X9 JAMB GUARD, ZINC BOTTOM HINGE, NO EDGE TRIM, FULL PERIMETER GASKET, RECTANGULAR/SQUARE (14" X 16") WINDOW. 24" TALL BUMPER FRONT AND BACK, COLOR OF BUMPERS: BLACK. CUSTOM HOLLOW METAL FRAME SUPPLIED BY ELIASON. USE THE FOLLOWING SPECIFICATION WHEN ORDERING: HCG10-PR72ASH. PLEASE NOTE WALL THICKNESS FOR PROPER FRAME DEPTH WHEN ORDERING. SUBSTITUTIONS MUST BE APPROVED BY THE ASHLEY DESIGNER. 2. SERVICE EXISTING OVERHEAD DOOR AND DOCK LEVELER FOR PROPER OPERATION. 3. DOCK SEAL BY RITE-HITE, MODEL FDSC-ASH. 22" PROJECTION WITH A FIXED 24" HEAD CUSHION. 22 OZ. BLACK VINYL BASE. 40 OZ. ARMOURED PLEATS WITH 8" EXPOSURE. CONTRACTOR SHALL CONFIRM THE % SLOPE FOR THE FIRST 50' OF THE DOCK APPROACH TO DETERMINE THE PROPER TAPER OF THE SEAL. 4. OVERHEAD DOOR WITH VERTICAL LIFT TRACK. 5. SERVICE EXISTING AUTOMATIC STOREFRONT DOORS FOR PROPER OPERATION. 5/8" GYP. BOARD WITH WALL FINISH PER SCHEDULE- 8" WALL PER PLP (2) STUD HEADERS W/ RUNNER TRACKS TOP & BOTTOM 16 GA. H.M. FRAME ON EACH SIDE DOOR FRAME @ 3-5/8" MTL. PARTITION �k�_um HARDWARE SCHEDULE GROUP HINGE CLOSER SILENCER STOP LOCKSET ICYLINDER KICK PLATE PUSH/PULL PLATE OTHER ACCESSORIES MNFR. STYLEMINISH CITY. MNFR. STYLE/FINISH QTY. MNFR. STYLEIFINISH CITY. MNFR. STYLEIFINISH QTY. MNFR. STYLE/FINISH QTY. I OTY. MNFR. STYLE/FINISH QTY. MNFR. STYLEIFINISH IQTY. D-6 4E-32D *FLUSH BOLTS 555-12" US26D ROCKWOOD, QTY. 2 *DUST PROOF STRIKE 570US26D 1 HAGER BB1168 5.Ox4.5 US26D (DULL CHROMIUM) 8 LCN 4011 ALUM @ RH 2 IVES SR64; 1/2" DIA. 4 SCHLAGE AL10S-626 (PASSAGE) 1 IVES (SIZE: 8400-US26D-B 4") 4 ROCKWOOD, QTYA *OVERHEAD HOLDERS: 904H SERIES GLYNN-JOHNSON; (1) 652 @RH AND (1) 652@LH. *ASTRAGAL BY HOLLOW METAL DOOR SUPPLIER 2 HAGER 881168 5.Ox4.5 US26D; (DULL CHROMIUM) 6 LCN 4011 ALUM @ TB 2 IVES SR64; 1/2"DIA, 6 ROCKWOOD WALL STOP 409 US32D (SATIN STAINLESS) 2 IVES (SIZE: 8"X34") 8400-US26D-B4E-32D 4 IVES ES AND 8302-08-US32D (SIZEA4'X16") 2 3 HAGER 1279 4.5x4.5 US26D; (DULL CHROMIUM) 3 IVES SR64; 1/2" DIA. 3 ROCKWOOD WALL STOP 409 U832D (SATIN STAINLESS) 1 SCHLAGE AL53RD-SAT-626-FG FSIC 1 BITTED LEVERSET (ENTRANCE LOCK) 1 1 4 HAGER 1279 4.5x4.5 US26D; (DULL CHROMIUM) 3 IVES SR64; 1/2" DIA. 3 ROCKWOOD WALL STOP 409 US32D (SATIN STAINLESS) 1 SCHLAGE AL80RD-FG-626 FSIC 1 BITTED LEVERSET (STOREROOM LOCK) 2 2 IVES 8400-US26D-B4E-32D (SIZE: 8"X34") 2 5 HAGER 1279 4.5x4.5 US26D; (DULL CHROMIUM) 3 LCN 4011 ALUM @ TB 1 IVES SR64; 1/2" DIA. 3 ROCKWOOD WALL STOP 409 US32D (SATIN STAINLESS) 1 IVES IZEE: 8400-U : 8"X34") _US26D-32D (S 2 IVES (SIZE:48200"US32D AND 8302-08-US32D "X16") 1 6 SCHLAGE 26-098-SAT-626-FG FSIC 1 BITTED; MORTISE CYLINDER (STORE FRONT) 1 1 7 IVES 224 HD; ALUMINUM FINISH 1 LCN 4040XP; ALUM 1 IVES SR64; 1/2" DIA, 3 SCHLAGE 20-057-SAT-626-FG FSIC; 1 BITTED RIM CYLINDER (EXIT) 1 1 8 IVES 224 HD; ALUMINUM FINISH 6 LCN 4040XP; ALUM 2 IVES SR64; 1/2" DIA. 6 VONDURPIN/ SCHALGE GUARDX/ 20-057-SAT-626-FG FSIC; 1 BITTED RIM CYLINDER (EXIT WITH PANIC BAR) 1 1 9 SCHLAGE ABUS 83/45 (PADLOCK) 1 1 10 IVES 224 HD; ALUMINUM FINISH 1 LCN I 4040XP; ALUM I 1 IVES SR64; 1/2" DIA. 1 3 SCHLAGE CO-1 00, FINISH-626 (ELECTRONIC KEYPAD) 1 GENERAL NOTES OTHER LOCKSETS 1. FINISH ON EXPOSED ITEMS OF BUILDERS HARDWARE SHALL BE US26D (626) DULL CHROME, EXCEPT DOOR CLOSERS WHICH SHALL BE FACTORY PAINTED TO MATCH. 2. ENTRANCE DOOR HARDWARE TBD BY OPENINGS MANUFACTURER. CYLINDERS W/THUMBTURN-TYPE, QTY., AND FINISH AS REQ'D. SUPPLIER'S RESPONSIBILITY TO COORDINATE ALL REQUIREMENTS W/ OPENINGS MNFR. USE APPROVED PRODUCT TESTED FOR LARGE MISSILE IMPACT (SCHLAGE). 3. ALL DOORS W/ALARM, EXCEPT RECEIVING TO USE AUDIBLE EXIT ALARM. 4. DOORS IN RECEIVING TO USE EAX-3500. 5. ALL PANIC BAR SETS SHALL BE VON DUPRIN XP98-99. 6. ALL LOCKSETS, INCLUDING SECURITY ALARM LOCKS, SHALL HAVE LARGE FORMAT INTERCHANGEABLE CORES. 7. ALL INTERIOR DOOR CLOSURES TO BE LCN 4011 SERIES. 8. DETEX EAX ON ALL EXIT FIRE DOORS. 9. IF EXISTING DOORS ARE TO REMAIN REPLACE LOCKS AS NEEDED. TO BE DETERMINED BY OWNER. 10. DOOR HARDWARE TO BE SUPPLIED BY GENERAL CONTRACTOR. EMERGENCY EXIT ONLY - VONDUPRIN GUARDX/SCHLAGE 20.057-SAT-626-FG FSIC 1 BITTED RIM CYLINDER EXITS THAT ARE KEYED FROM OUTSIDE - SCHLAGE 20-057-SAT-626-FG FSIC 1 BITTED RIM CYLINDER ENTRANCE DOORS - SCHLAGE 26-098-SAT-626-FG FSIC 1 BITTED MORTISE CYLINDER ELECTRICAL ROOMS - SCHLAGE AL80RD-FG-626 FSIC 1 BITTED LEVERSET DOCK DOORS -ABUS 83/45 SINGLE RESTROOM LOCK - SCHLAGE AL40S-626-SAT-626-FG 1 BITTED CYLINDER REVIEWED FOR -eO@E-COMPLIIA11NGE- APPROVED- -[g-N-i.1--LULu City of TukWiTa- -BUjLDtNG-DiVl&Of+ W ry I'- ^ VJ w } 04 OT d CD SLr) Lo >(c) QcM W =Q �� J Q Q W 0- W Z � O G Q oa ,H W Q F_ W W pVfn I- V Z (D W � W 00 ~ 00 O 0 W 00 Urn .tom III O J VJ L O ^ Q LL r O h a U J W H- 0 co m U) F_ LU a U' Z O D om N (D 7793 REGISTERS ARCHITECT ATf WE SE STATE OF WASHINGTON PROJECT NO.: 19205 PROJECT MGR.: NO DRAWN BY: CHECKED BY: ML SCHEDULES CONT'D A, 6% 0 2% JACKSON I MAIN ARCHITECTURE P.S. 0 2019 SERVICE DESK KEYED NOTES <"> FINISH zs GENERAL WITHOUT NOTE: HVAC SYSTEM SHALL BE DESIGNED TO SUPPLY REQUIRED AIR TO CUSTOMER SERVICE AREA RUNNING DUCT DROPS FROM ABOVE. CONFIRM DESIGN WITH PROJECT MANAGER/DESIGNER. ALL RECEPTACLES AND COVERS IN THE SERVICE DESK TO BE BLACK IN COLOR UNLESS NOTED OTHERWISE. 24 z 8 H JACKSON I MAIN ARCHITECTURE 1. PARTIAL HEIGHT LAMINATED WALL WITH 5 1/2" CAVITY TO ACCOMMODATE POWER AND DATA WIRING. L-2 Z 1 '-O" THICK GYPSUM BOARD CEILING CANTILEVER WITH BOTTOM AT 10'-0" AFF. CONTRACTOR TO ENSURE CEILING IS STRUCTURALLY SUPPORTED EITHER FROM ROOF DECK OR ADJACENT WALLS AND MEETS ALL LOCAL CODES, 16 311 FIRST AVENUE SOUTH - ------------------- ------- - - /-4 ------------------------------- 24 SEATTLE, WA 98104 t 206,324,4800 WWW.JACKSONMAIN.COM 3. T' GROMMET WITH IVORY/ALMOND WHITE ROTATING COVER TYP. ALL MEASUREMENTS ARE GrVEN D.C. ALL GROMMETS ARE -i 4. 5/8" CEMENT BOARD APPLIED TO STUDS INSTEAD OF GYPSUM BOARD TO SUPPORT STONE VENEER. 5. MINIMUM 6'-0" x 6'4' x 1/2" PLYWOOD BACKING TO BE INSTALLED IN BETWEEN STUDS AND FLUSH WITH STUD FACE TO SUPPORT TV AND ASHLEY LOGO ON WALL. 4 I?l 11. A-1 6. GYPSUM BOARD EDGE ALONG TOP OF CANTILEVER TO BE FINISHED WITH A SMOOTH EDGE. 7. 11Z'PLYWOOD BACKING TO BE APPLIED TO STUD FACE ON THE ENTIRE UNDERSIDE OF THE CANTILEVER CEILING SURFACE TO SUPPORT RETAIL CHANDELIERS AS NECESSARY. tt 8. MANUFACTURED STONE VENEER WITH TIGHT FIT JOINTS, INSTALL PER MANUFACTURER'S INSTRUCTIONS. N-1 n X701 25 22 24 12 25 9, BASE CABINET FILLER TO COVER ANY REMAINING OPEN AREAS. ALL SURFACES TO BE FLUSH WITH ADJACENT L-2 CABINETS. WOOD GRAIN PATTERN TO BE RUN VERTICALLY ON ALL SURFACES. 26 o Y-0" 16 22 15 - - IIES W X701 15 15 V-6" T-6.. 5 1/2" 10�-8112 ---�J5 0 i--------- --------------- 9 L ---------------------------- 10. METAL TRIM TO FRAME WALLPAPER. MUD METAL TRIM PIECE TO WALL. EP-1 11. 6" STEEL STUD CONSTRUCTION TO SUPPORT CANTILEVER AND ACCOMMODATE POWER AND DATA WIRING. 12. FULLY ADJUSTABLE KEYBOARD TRAY & MOUSE. CENTER WHOLE TRAY (KEYBOARD & MOUSE) IN OPENING. MC-9 13. 1.2 WOOD FLAT CROWN MOLDING, SEE MOLDING PLAN, M-5 14. lX6 WOOD FLAT BASE MOLDING, SEE MOLDING PLAN, M-2 15. 4" TOE KICK. WOOD GRAIN PATTERN TO BE RUN VERTICALLY ON ALL SURFACES. L-2 16. BUILT-IN CABINET AND HARDWARE; WITH FILING DRAWER, PERSONAL DRAWER AND LOCKING CASH DRAWER L-2, MC-1, WITH CASH DRAWER INSERT. EACH TO BE KEYED DIFFERENTLY. INTERIOR FINISH WHITE MELAMINE. WOOD CW-1, ^2 GRAIN PATTERN TO BE RUN VERTICALLY ON FACE. CW-2 STOR. CABINET SECT. - 2 SERVICE DESK INSIDE ELEV. - 1 1/4"= V-0" ENTRANCE PLAN 3/16'= t0" -1 �8v 17. BUILT-IN 3 DRAWER CABINET AND HARDWARE; WITH HEAVY DUTY DRAWER SLIDES. DRAWER SLIDES TO BE L-2, CW-1, SIDE MOUNTED, INTERIOR FINISH WHITE MELAMINE. WOOD GRAIN PATTERN TO BE RUN VERTICALLY ON FACE. CW-2 18. BUILT-IN LOCKING 2 DRAWER LATERAL FILING CABINET AND HARDWARE; WITH HEAVY DUTY DRAWER SLIDES. L-2, CW-1, DRAWER SLIDES TO BE SIDE MOUNTED. INTERIOR DRAWER TO BE CONSTRUCTED OF LAMINATED WHITE 3/41' CW-2 ui PLYWOOD. WOOD GRAIN PATTERN TO BE RUN VERTICALLY ON FACE. w 19. BUILT-IN DOOR CABINET AND HARDWARE; WITH 2 ADJUSTABLE SHELVES. INTERIOR FINISH WHITE L-2, CW-1 MELAMINE. WOOD GRAIN PATTERN TO BE RUN VERTICALLY ON FACE. V-5-- 25 0 1-- U) 20. NO BULLNOSE CORNERS. SQUARE CORNER TRIM TO BE USED. 1 21. ASHLEY INTERIOR LOGO SIGN. INSTALL PER MANUFACTURER'S INSTRUCTIONS, SG-1 04 TO BE RUN L-2 22, 2 VERTICAL SURFACE LAMINATED MDF, HIGH PRESSURE LAMINATE. WOOD GRAIN PATTERN VERTICALLY ON ALL SURFACES. 24 22 12 < (0 W co 0 23 23. 1/16" SPACE BETWEEN EVERY LAMINATE PANEL TO BE PAINTED. P-3 Q <22�> - T 12 Q Z,, 25 22 X701 22 24 22 25 o® Q 12 12 6 c� a 1.11 20. 6 9LL ul) > cy) (y) lu W CO uj < Lu < C) a 24. LAMINATED WORK SURFACE WITH 1/8'ROUND OVER EDGE. L-1 5. 'QUARTZ COUNTER WITH 1/8" ROUND OVER EDGE AND11 1/2"APRON. USE BLOCKING AS NECESSARY. SS-1 26. CUT OUT OPENING TO ACCESS RECEPTACLES. 27. 75" TV AND WALL BRACKET. TBD BY TECHNOLOGY VENDOR. 15 15 17 15 to to 0 Al'-6" A 3'-01/2" T-9' 3-010 J\ �2 2� �5_ ' 4„- 14'-0„ -4�j' 5: 1 z 1-3- SERVICE DESK INSIDE ELEV. 2 /-014 14 0 74 DESK SECTION - 11 3W F- z ENTRANCE BRAND WALL ELEVATION uj UJ T-3" 3f16"= 1'-0, O. I U) Z W 00 17 N 00 w Z T- ;0 W 00 0a) 00it 3: < 15 j U) D 8" 1'.6" 4" co '51, 2" 15 L) r < c:) STOR. CABINET SECT. U) -j 12 314'= 1�0' 14 13 A-701 3 26 Z-1 2'-1 1/2" �4 20 zo 24 z LOCKING GASH DRAWER 22 ll� \,PERSONAL D-ER 14 Zo FILING DRAWER �O 11. 11, 21-lal I'll 4!-0" 2'-1 D (D IL E�J, 17 IW I Egf`�N- jjiw -4-7 lr k IW [1 1, 20-U'' 14'-0" 201-0" 15 V-2" 8" 1'-2- ��:l -7 �111 z 3'-0" CUSTOM FILE CABINET 1,4 LATERAL FILING CAB. SECT. 2 LATERAL FILING CAB. SECT. WALL/STOR. CABINET SECTION SERVICE DESK FRONT ELEVATION E! V IE 10 CITY QVTUili�:LA d COMCOMPLA z-Aipilsaffa E (�,15r 3/4"= V-0" (�4) 3f4"= T-0" (I 3) 314"= 1�0" JAN 2 12020 13 9 PE IT CENTER 13 A-701 AMI 13 3 13 6-4 V24� 6-41/2" 9 6 6 7793 RE ISTERE A CHITECT 2M 9 ATT W E SE STATE OF WASHINGTON 2 10 10 20 7 9 � 2419 18 PROJECT NO.: 19205 T4 112':- a PROJECT MGR.: ND m N 22 23 22 14 0 14 9 1 IT DRAWN BY: CHECKED BY: ML iv T-l" 3'-4 1 I 1 3'-2 lr2" 15 7' 8"�, T-21Q" 4'-0 TZ INTERIOR DETAILS/ 3'-4lr2" 6'4" T-0" 14 :,JW7 �3!-O" '_0 3 -0" '0" �3'14 �112 2" 13'-91/2" 13'-9 1/2" 5 1/2- 5 1�3'-O" 4 14!-0" 4"1�12 ELEVATIONS/ SECTIONS Dlk A ENTRANCE CANT. SECTION, ENTRANCE SERVICE DESK SIDE ELEV. SERVICE DESK SIDE 5I ELEVATION SERVICE DESK BACK WALL ELEVATION A-7 0 16 1/2'= V-0" _4 1/4"= V-0' 11,7� JACKSON I MAIN ARCHITECTURE P.S. 0 2019 12" WALL TO SUPPORT GYP. BD. CANTILEVER METAL ROOF DECK 18 GA. DEFLECTION TRACK W/ 2-1/2" MIN. FLANGE. (DO NOT ANCHOR STUD WALL T.O. DEFLECTION TRACK, TYP.) RUNNER TRACK - ANCHOR TO METAL STUDS, TYP. 6" MTL. STUDS @ 16" O.C. 5/8" GYP. BD. (DO NOT ANCHOR GYP, BD. TO T.O. RUNNER TRACK, TYP.) (�,D,44 STUD WALL @ DECK CEILING, (2) 6" METAL OISTS, FINISH PER IGH_ _T_� P Y PER PLAN 4T BASE PER RAWINGS DETAILS REMOVED FROM SCOPE OF WORK 0 09 BREAK ROOMOANITOR'S CLOSET PLAN 114"=1,-O. BREAK ROOM ELEV. �, / BREAK ROOM SINK SECT. y / 1/4"=1'-0" �/ 114"=1,-0„ (�,. BREAK ROOM SINK SECT. 1/4"=1'-0" 1'-0' 24' - 0" 6'-9' _ 10'-0" 6'-0" 1'-0" co n �a2 BEDDING ENTRANCE PLAN 6'-0" 10'-0" 6'-0" 7 0" 6'- 0" 2'- 0" 7 6, 0„ 2, o" o U iG e i i '-�----------t � 0 2 co 3 10 10 3 10 3 0 0 2 - — - ® O- li - v 2 BEDDING ENTRANCE ELEVATION "._m1 1'- 0" 1'-0" 6'-0" 10'-01. 6-0" 1'-0" 1 0 � 6 6 10 10 o ' 0 o in 2 o I 6'-0" 10'-0" 6-0" _ 14 -u _ v v v v v BEDDING BACK ELEVATION ��)BEDDING WALL SECTION 3W=P-0" BEDDING KEYED NOTES 0 FINISH GENERAL NOTE: 3 5/8" STEEL STUD CONSTRUCTION WITH 5/8" GYPSUM BOARD I FINISH, TAPED, MUDDED, PRIMED, AND PAINTED. 3/4" CORNER RADIUS ON ALL OUTSIDE CORNERS. 1. 1x6 WOOD FLAT CROWN MOLDING. SEE MOLDING PLAN. M-1 2. 1x6 WOOD FLAT BASE MOLDING, SEE MOLDING PLAN. M-2 3. METAL TRIM TO FRAME WALLPAPER. MUD METAL TRIM PIECE TO WALL. EP-1 4. 4" RUBBER, COVE PROFILE, TRADITIONAL WALL BASE. SEE MOLDING PLAN, M-6 5. 1'-0" THICK WALL BUILT TO SUPPORT CANTILEVER. 6. V-0" THICK GYPSUM BOARD CEILING CANTILEVER WITH BOTTOM AT 10'-0" AFF. CONTRACTOR TO ENSURE CEILING IS STRUCTURALLY SUPPORTED EITHER FROM ROOF DECK OR ADJACENT WALLS AND MEETS ALL LOCAL CODES. 7. GYPSUM BOARD EDGE ALONG TOP OF CANTILEVER TO BE SMOOTH AND CLEAN. 8. 1x2 WOOD FLAT CROWN MOLDING. SEE MOLDING PLAN. M-5 9. MINIMUM 6-0" x 6'-0" x 1/2" PLYWOOD BACKING TO BE INSTALLED IN BETWEEN STUDS AND FLUSH WITH STUD FACE TO SUPPORT TV ON WALL. 10. NO BULLNOSE CORNER. SQUARE CORNER TRIM TO BE USED. 11. 75" TOUCH SCREEN TV AND WALL BRACKET, TBD BY TECHNOLOGY VENDOR. BREAK ROOM AND JANITOR'S FINISH CLOSET KEYED NOTES GENERAL NOTE: WALLS TO BE CEMENT BOARD OR EQUAL, COVERED WITH FRP WALL PANELS AND TRIM TO 48" AFF. 1. SINGLE BASIN SELF RIMMING SINK, FAUCET, AND GARBAGE DISPOSAL. PL-17, PL-18, PL-19 2. LAMINATED COUNTERTOP WITH ROUND OVER EDGE AND STANDARD W L-1 BACKSPLASH. 3. REMOVABLE PANEL ON 34' PLYWOOD - KEKU CLIP TO BLOCKING. L-2 WOOD GRAIN PATTERN TO BE RUN VERTICALLY ON FACES. 4. BUILT-IN CABINETS AND HARDWARE. GENERAL CONTRACTOR TO PROVIDE L-2, CW-1 BLOCKING AS NECESSARY IN WALL FOR CABINET INSTALL. WOOD GRAIN PATTERN TO BE RUN VERTICALLY ON ALL FACES. 5. 4" TOE KICK. WOOD GRAIN PATTERN TO BE RUN VERTICALLY ON FACE. L-2 6. 4" RUBBER, COVE PROFILE, TRADITIONAL WALL BASE. SEE MOLDING PLAN, M-6 7. LOCKERS, SUPPLIED BY ASHLEY AND INSTALLED BY G.C. 1/2" PLYWOOD MC-6 BACKING TO BE INSTALLED IN BETWEEN STUDS AND FLUSH WITH STUD FACE FROM FINISH FLOOR TO 6'-0" AFF TO SUPPORT LOCKERS. 8. SHELF RACK, SUPPLIED BY ASHLEY AND INSTALLED BY G.C. 1/2" PLYWOOD MC-4 BACKING TO BE INSTALLED IN BETWEEN STUDS AND FLUSH WITH STUD FACE FROM 4'-6" TO 6'-6" AFF TO SUPPORT SHELF RACK. MOUNT TOP OF SHELF RACK AT 6'-0" AFF. 9. MINIMUM 4'-0" x 4'-0" x 1/2" PLYWOOD BACKING TO BE INSTALLED IN BETWEEN STUDS FROM T-6" TO T-6" AND FLUSH WITH STUD FACE TO SUPPORT TV ON WALL. 10. FLOOR MOUNTED CORNER SERVICE SINK; HIGH DENSITY COMPOSITE PL-20 UNIBODY BASIN. 11. CHROME PLATED SERVICE SINK FAUCET WITH VACUUM BREAKER, WALL PL-21 BRACE, AND PAIL HOOK. 12. METAL SHELVING UNIT. ____l PL-22 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 5 2020 City of Tukwila BUILDING DIVISION I3ECEIVEn CITY CF'i UKWILA JAN 21 Y020 PERMrr CENTER ui w O U) w } cv r dm Lo W `j Qco co =Q c� W _I W0 Wd U) <C Z0If 0d cfld ,P I.L W Z W } W pv a V W W 00 00 EL W rn 00 d W W 0< =U 0se se U) J <C CL H w Z U r U _ co z In 0 LLI U w X 0 UJ IL C9 z O m N N N 7793 REGISTERS ARCHITECT ATT W E SE STATE OF WASHINGTON PROJECT NO.: 19205 PROJECT MGR.: ND DRAWN BY: CHECKED BY: ML INTERIOR DETAILS/ ELEVATIONS/ SECTIONS JACKSON I MAIN ARCHITECTURE P.S. 0 2019 Is WOMEN'S RESTROOM SECT. 114"=V-0" En 3 6" , r j C? 0 — 18 '21� WATER COOLER ELEV. DOOR AREA ELEV. 114"=1'-G" MEWS RESTROOM SECTION �WOIMEN'S RESTROOM ELEVATION 3 2 13 9 Uj JZ - 0 Z LL 15-/16 11J (—,--�WOMEN'S RESTROOM ELEVATION STANDARD ASHLEY FIXTURES SHOWN IN ELEVATION . ALL OTHER FIXTURES MUST BE INSTALLED ADA COMPLIANT) DSAL A TOWEL SPENS 1 NA ITAM �1\ ISSUE DISPENSER WALL -MOUNTED WASTE RECEPTACLE DISPENSER WATER COOLERS URINAL (SEE MANUFACTURER'S INSTALLATION RAB BAR ADA SOAP RECOMMENDATIONS) DISPENSER Al 5'-3" IS 48 x 6" CHANNEL FRAME MRO BABY CHANGING V-6" STATION T-O" G G RESTROOM PLAN MEN'S RESTROOM ELEVATION —<3 9 10 LU< z 0 Z DLL <�� <15>j 8 MEN'S RESTROOM ELEVATION RESTROOM KEYED NOTES <> FINISH GENERAL NOTE: GENERAL CONTRACTOR TO PROVIDE APPROPRIATE BLOCKING/FRAMING FOR ALL WALL -MOUNTED FIXTURES AND ACCESSORIES. ARCHITECT/CONTRACTOR TO VERIFY CORRECT MODEL AND QUANTITY NUMBERS. 1. 1 GYPSUM BOARD PAINTED PER PAINT PLAN 2. WALL TILE - P686 CREME LINEN WT-1, G-1 3. TRANSITION STRIP EP-2 4. REMOVABLE PANEL ON 3/4" PLYWOOD - KEKU CLIP TO BLOCKING . L-3 5. 1 COUNTERTOP AND 3" BACK SPLASH SS-2 6. SINK WITH SENSOR FAUCET (ADA) PL-9, PL-10 7. TOILET PARTITION - FLOOR AND WALL MOUNTED PL-16 a. BABY CHANGING STATION PL-1 I 9. RECESSED AUTOMATIC TOWEL DISPENSER W/WASTE RECEPTACLE I PL-6 10. SURFACE -MOUNTED VERTICAL SOAP DISPENSER I PL-7 11. TOILET WITH TOILET SEAT AND ELECTRONIC DUAL FLUSH VALVE PL-1, PL-2, PL-3 12. 1 URINAL WITH ELECTRONIC DUAL FLUSH VALVE I PL-14, PL-15 13. GRAB BAR PL-8 14. 1 NAPKIN/TAMPON DISPENSER PL-12 15. SURFACE -MOUNTED MULTI -ROLL TOILET TISSUE DISPENSER PL-5 16. SURFACE -MOUNTED SANITARY NAPKIN DISPOSAL UNIT PL-13 17. 48" x 36"CHANNEL FRAME MIRROR PL-4 18 E"R-MO D PL-23 19. 6" ' x 9"ADA COMPLIANT BRAILLE SIGN. STYLE/COLOR PER FIXTURE/HARDWARE SCHEDULE UNLESS RESTRICTED BY CODE. MOUNT CENTER OF SIGN AT V-0" AFF OR PER LOCAL CODE. REFER TO DETAIL 2 ON SHEET A-704 A SG-2 BULL 'S`E WALtT6CP6'90-G/RIS LIN'M-' '--/ '--/Al M-7, G-1 21. 1 4" RUBBER, COVE PROFILE, TRADITIONAL WALL BASE. SEE MOLDING I M-6 22. 69'CLEAR WHEELCHAIR TURNING RADIUS W/ 6" ALLOWED OVERLAP 23. 60" X 69' CLEAR FLOOR SPACE AT WATER CLOSET 24. 30" X 48" CLEAR FLOOR SPACE AT LAVATORY. PER 2009 ANSI 3052 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 5 2020 City of Tukwila BUILDING DIVISION nECEIVED CITY OF TUKILA JAN 2 12020 PERMIT CENTER NW ry 0 U) w c\I 75 0 < Zo ul) . Lr1 w 0 > Zo < M c1r) < LL W co W < m W LIJ < o < oz o� < co< < w IL F_ I uj uj QV _Ile 0 n Z cIf W E—L LLI co F_ 00 75; CL Z T- LLJ 00 0oo G) < U) D w111 0 < C/) _j 0 r < T- c:) W _j < Lid D z C z 0 w 0 U) 0 LU 2- 0 0 z z D D CO Cal d z 7793 REGISTERS ARCHITECT ATT WE SE STATE OF1VAS"IN.TO N PROJECT NO.: 19205 PROJECT MGR.: ND DRAWN BY: CHECKED BY: ML INTERIOR DETAILS/ HLEVATIONS/ SECTIONS �RECOMMENDED MOUNTING HEIGHTS 2)30=1�0" �WOMEWS RESTROOM ELEVATION MEN'S RESTROOM ELEVATION Ilk .ACKSON I MAIN ARCHITECTURE P.S. 02019 IN E 0 r A Y66. �I o LU 178 8 5/8" l UUJ J 38'- 0" 38'- 3" 381-31, f U) ------- --- HALL JANITOR F--51 Fl-o 02061 El—o--1 ELEC. COMMON ELEC. F1_e16 � - -- --- - ------ BREAK MEN ROOM RECEIVING 103 107 F —jo i CONCRETE �12 c EXISTING T-1 FLOORING 7 T, WOMEN TO REMAIN N N,� Fl 04 Al V v -�- - -_ 4 SHOWROOM B SHOWROOM A 5-1-0 1 BEDDING F-16-81 SHOWROOM C SHOWROOM D SHOWROOM E F 112 113 l l j 14� -FF— SERVICE DESK FT22], SHOWROOM H I SHOWROOM G eo' 5-1-7 Fl 16 rS-2 X SHOWROOM F F 1-15 El- - - - - - - - - - - - - --- - - - - - - - - b 3 I ENTRANCE F1201 SHOWROOMI SHOWROOM J Fl 24 F125 VESTIBULE SPRINKLER s-zF121 RISER 123 EXISTING FLOORING TO REMAIN Comm EXISTING F126 -1 FLOORING FS-Z - /TO REMAIN DOI' TRAINING ROOM F127 tal of GENERAL FLOORING NOTES A. INSTALLATION: INSTALL PER FLOORING PLAN a. PATCH, LEVEL, AND/OR SKIM ALL DAMAGED, LOOSE OR UNEVEN AREAS. b. PREP FLOOR ACCORDING TO MANUFACTURER'S INSTRUCTIONS. c. FLOORING TRANSITION AT DOORWAYS TO BE CENTERED ON DOOR PANEL WHEN DOOR IS CLOSED. d. FLOORING TRANSITIONS AT OTHER OPENINGS TO BE LOCATED AS SHOWN ON PLAN. T* ALL TRANSITION STRIPS TO BE CTC BRONZE UNLESS NOTED OTHERWISE. B. ALL FLOORING ANGLES TO BE 90'AND/OR 45* ANGLES UNLESS NOTED OTHERWISE, C. ARMSTRONG VCT TO BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. "' REQUIRED TROWEL SIZE: S-891 NOTCHED STEEL TROWEL. D. SHAW CARPET AND LUXURY VINYL TILE TO FOLLOW MANUFACTURER'S REQUIREMENTS FOR SITE CONDITIONS, PREPARATION AND INSTALLATION. COVERAGE RATE AND TROWEL SIZE MAY VARY BASED ON THE SUBIFLOOR. a. REQUIRED CARPET ADHESIVE: SHAW 1200. b. REQUIRED CARPET SEAM SEALER: SHAW 400. c. RECOMMENDED CARPET TROWEL SIZE: U-NOTCH 1/8" W x 1/8" D x 10' H. E. TILE TO BE INSTALLED ACCORDING TO THE LATEST TILE COUNCIL OF NORTH AMERICA HANDBOOK FOR CERAMIC, GLASS, AND STONE TILE INSTALLATION. ALL TILE OVER 12 INCHES WIDE TO BE SET IN A MEDIUM BED MORTAR. F. ALL FLOORING QUANTITIES TO BE MEASURED AND VERIFIED BY THE OWNER AND/ OR THE FLOORING CONTRACTOR PRIOR TO INSTALLATION. G. FOR POLISHED CONCRETE FLOOR: PATCH ALL MAJOR GOUGES OR IMPERFECTIONS, FILL CRACKS AND GRIND FLUSH WITH ADJACENT FLOORING, FILL JOINTS AND SHAVE FLUSH WITH FLOOR. APPLY DENSIFYING IMPREGNATOR AND HARDENER PRIOR TO FINAL FLOOR POLISHING, THOROUGHLY CLEAN FLOOR PRIOR TO COMPLETION. H. FOR SEALED CONCRETE FLOOR: CLEAN, BARE CONCRETE IS REQUIRED. FOLLOW THE MANUFACTURER'S INSTRUCTIONS FOR PREPARATION AND APPLICATION. I. THE ENTIRE FLOOR SHOULD BE SHAVED TO THE SAME DEGREE OF FLATNESS AND LEVELNESS AS NECESSARY. CONSULT THE FINISH FLOORING MANUFACTURER'S INSTRUCTIONS FOR ACCEPTABLE SUBSTRATE TOLERANCES, J. CONTACTS: a. ARMSTRONG: LOCAL DEALER b. CTC: LOCAL DEALER c. DALTILE: HILLARY BUSS 317-910-2527 d ' IMPACT SPECIALTIES: JEN ABERNATHY 312-859-3689 e. RETROPLATE: SCOTT MAXFIELD 801-812-3420 f. SHAW CONTRACT GROUP: BRAD RYAN 608-3454149 FLOORING PLAN KEY SYMBOL DESCRIPTION OCONCRETE CARPET OT TILE (TS) TRANSITION STRIPS VINYL TILE FLOOR MATERIAL NUMBER 5 ROWS OF SHAW ORANGE MOJO 3 ROWS OF SHAW ORANGE MOJO CARPET IHLE INSTALLED IN A �CARPET TILE ALTERNATING WITH HERRINGBONE PATTERN. CLOUDED CARPET TILE INSTALLED IN �A HERRINGBONE PATTERN. 'SHAW CLOUDED CARPET TILE (c INSTALLED IN A HERRINGBONE PATTERN, r,-) CARPET TILE DETAIL 1/2"= 1W FLOORING SCHEDULE CODE PRODUCT I MANUFACTURERISUPPLIER STYLE/COLOR LOCATION NOTES _CONCRETE —POLISHED —CONCRETE B RETROPLATE SYSTEM CLASS B, LEVEL 3 SEMI -POLISH (UP TO 800 GRIT) SHOWROOM USE CRETE FILL PRO 85 JOINT FILLER AND SPALL REPAIR AS NEEDED TO MATCH, B-2 I SEALED CONCRETE RETROPLATE SYSTEM ASHFORD FORMULAICURECRETE RECEIVING AND JANITOR'S CLOSET CARPET C-1 CARPET SHAW CONTRACT GROUP STYLE: LAYER 5AI83 COLOR: ZINC 83515 BEDDING AND OFFICE BROADLOOM C-2 CARPET SHAW CONTRACT GROUP STYLE: PORTAL TILE 5T035 COLOR: STERLING 34557 VESTIBULE 24" x 24�'TIUE, HEAVY DUTY WALK OFF CARPET, QUARTER TURN INSTALL C-3 CARPET SHAW CONTRACT GROUP STYLE: COLOR FORM 5TI 12 COLOR: CLOUDED 81595 SLEEP SHOP (GENERAL ASSORTMENT) 9'x 36" TILE, HERRINGBONE INSTALL, SEE DETAIL C-4 CARPET SHAW CONTRACT GROUP STYLE: COLOR FORM 5T1 12 COLOR: MOJO 81675 SLEEP SHOP (GENERAL ASSORTMENT) 9" x 36" TILE, HERRINGBONE INSTALL, SEE DETAIL C-5 CARPET SHAW CONTRACT GROUP STYLE: COLOR FORM 5T112 COLOR: CLOUDED 815951 SLEEP SHOP (GENERAL ASSORTMENT) 9" x 36" TILE, RUNNING BOND INSTALL, SEE DETAIL GROUT G-1 � EPDXY GROUT FCUSTON BUILDING �PRODUCTS 186 OYSTER GRAY HALLWAY, RESTROOM FLOORS AND WALLS 119'GROUT LINE FLOOR TILE T-1 FLOOR TILE DALTILE FABRIQUE - GRIS LINEN P690 HALLWAY. AND RESTROOMS 12" x 12" UNPOLISHED, STRAIGHT INSTALL, QUARTER TURN PATTERN, USE GROUT G-1 TRANSITION STRIPS TS-1 TRANSITION STRIPS CTC CTC RAMP XLK - LIGHT BRONZE TILE TO CONCRETE 3/8" HEIGHT TS-2 TRANSITION STRIPS CTC 1132 BCT/TRANZ 1132 - LIGHT BRONZE CARPET TO CONCRETE 11/32" HEIGHT TS-3 TRANSITION STRIPS CTC CTC 99 REDUCER - LIGHT BRONZE VINYL TO CONCRETE 1/8" HEIGHT TS-4 TRANSITION STRIPS CTC CTC 14 CTV - LIGHT BRONZE CARPET TO VINYL 3/8" HEIGHT TS-5 TRANSITION STRIPS CTC CTC LIGHT BRONZE SHOWROOM FLOOR BETWEEN CONTRACTOR TO DETERMINE BEST CTC DIFFERENT FLOORING TYPES TRANSITION STRIP FOR APPLICATION TS-6 TRANSITION STRIPS �CTC CTC14 REDUCER - LIGHT BRONZE CARPET TILE TO CONCRETE 114'HEIGHT VINYL TILE V-1 �VINYL COMPOSITION TILE � AIRMSTR014G 51 803 PEARL WHITE BREAK ROOM AND TRAINING ROOMT12" x 12', STRAIGHT INSTALL RECEIVED PLEASE SEE CONTACT SHEET FOR NATIONAL ACCOUNT INFORMATION AND PRICING clt YURWILA KEYPLAN: JAN 212020 PERL41T I-FIN11TOM w 0L 0 U) w 04 o < (o -ct u') . U-) >W (00 W 3: < -r < 77 F_ LL W W — r) < < oc) LLJ < U) < w z 0 < (o < , P < w I z W W pU (D IL z w W a W CO I- oo o UCO0 0) 0 < JW 0< u):=! U < U) < L0 Z) rI- F- z inLu in in (1) ul ul 0- 0 z In In z rn 7793 RE STE A CHITE ATT W E SE STATE OF WASHINGTON PROJECT NO.: 19205 PROJECT MGR.; ND DRAWN BY: CHECKED BY: ML FLOORING PLAN FLOORING PLAN 3/32'= l'-O' TRUE NORTH imat- 013,Alm 1-101 JACKSON I MAIN ARCHITECTURE P.S. 02019 I A 5 6 w z! :I " 118�1 5/8" uw) 11 12'- 2 7116" 1 38'- 0" 1 - 38'- 3" 7'1 HALL JANITOR F ELEC. 105 Fl COMMON ELEC. a-061 102 EF MEN 103 BREAK RECEIVING ROOM E1-01-1 WOMEN i RECEIVING 104 —Z 0 1-3 SHOWROOM B SHOWROOM A 111 -1 _0 2 1 05.11 -4 — — — — — — — — — — — — — — L 1 1 1 1 1 1 2 SHOWROOM C SHOWROOM D SHOWROOM E F 1—--j -- E,14� 12 E113� E., 38'- 3" BEDDING Z1" r -10-8- 1 /M\2 > ZA X7� - _ SERVICE ------- E�:J- - -_ DESK Fl-221 Z SHOWROOM H I SHOWROOM G --2 117] E] E116 SHOWROOM F Fl 175 2 1 2 ENTRANCE 120 SHOWROOMI SHOWROOMJ 0-24� 525] VESTIBULE SPRINKLER RISER Comm F ---1 F1-� 123 26 21.03 ❑r f TRAINING ROOM F127 FO-1 On 2 CL MOLDING PLAN 3/32'= 1'-0' T zLu (0 38'- 3" T MOLDING PLAN KEY SYMBOL DESCRIPTION WOOD BASE, CROWN, CAP (PAINT GRADE) OTILE BASE RUBBER BASE MOLDING SYMBOL CODES: M = MOLDING; # = TYPE MOLDING PROFILE DIAGRAM ------------ 1.2 MOLDING T-1.4 MOLDING 1x6 MOLDING PROFILE PROFILE PROFILE L3/ 4 \3/4- GENERAL MOLDING NOTES A. ALL PAINT TO BE SHERWIN WILLIAMS PROMAR 200. UNLESS NOTED OTHERWISE. B. REFER TO MOLDING FINISH SCHEDULE FOR INDIVIDUAL FINISH CODES. C. ALL MOLDING TO BE PAINT GRADE WOOD PAINTED SW7006 EXTRA WHITE, SEMI -GLOSS FINISH, UNLESS NOTED OTHERWISE. D. PLACE TOP OF CROWN MOLDING AT TOP OF ALL INTERIOR WALLS AND AT 19-0" AFF ON ALL PERIMETER WALLS OF THE SHOWROOM UNLESS NOTED OTHERWISE. 1 MOLDING KEYED NOTES 0 1. COORDINATE BASE MOLDING WITH MILLWORK DETAILS ON PAGE A-701/A-702. MOLDING FINISH SCHEDULE :ODE PRODUCT MANUFACTURERISUPPLIER STYLEICOLOR LOCATION NOTES M-1 WOOD CROWN TBD BY CONTRACTOR 1 x6 MDF, EXTRA WHITE SW7006 MULTIPLE LOCATIONS 5 1/2" FLAT PROFILE CROWN MOLDING M-2 WOOD BASE TBD BY CONTRACTOR 1x6 POPLAR/BASSWOOD, EXTRA WHITE SW7006 MULTIPLE LOCATIONS 5 1/2" FLAT PROFILE BASE MOLDING M-3 NOT USED M-4 NOT USED M-5 WOOD CROWN TBD BY CONTRACTOR 1 x2 POPLARIBASSWOOD, EXTRA WHITE SW7006 MULTIPLE LOCATIONS 1 10 FLAT PROFILE CROWN MOLDING M-6 RUBBER BASE JOHNSONITE #32 PEBBLE MULTIPLE LOCATIONS 11/8" THICK, 4�'HIGH, COVED PROFILE M-7 TILE BASE DALTILE FABRIQUE - GRIS LINEN P690, S-43C9 --- [HALLWAY AND RESTROOMS I UNPOLISHED, ENTRANCE CANTILEVER WALL MOLDING ELEVATION 1/4"= l'-G" JAN 2 12020 RldCENTER A� M6 lo'-o" REVIEWED FOR CODE COMPLIANCE MOMENT WALL MOLDING ELEVATION APPROVED IT= 1%0" A FEB 2 5 2020 In% w w 0 U) < L0 w 0 0 3: -'t If) , �o -r — Eu 3: — cy) < cy) -J - r < 7r -, �- LL W c/) — r) < < Oo W < LLJ () < 0 < ,,- P Ne z W W 0 0 F- z co w W OC) H cc) 15; Z T.- W 00 00 00) r U) D o<J U) _ 0 < U) J Lo 0 1- < 0- r- E— ' z 0 a Lu F- zi cr w a. D m z 7793 REGISTERS ARCHITECT ATT W SE STATE F W SHIN TON PROJECT NO.: 19205 PROJECT MGR.: NO DRAWN BY: CHECKED BY: ML MOLDING PLAN f% t% JACKSON I MAIN ARCHITECTURE P.S. 02019 BUILDING DIVISION 11 W z CEILING TO BE PAINTED SW6071 POPULAR GRAY, FLAT FINISH. WALLS TO BE PAINTED SW607' POPULAR GRAY SEMI -GLOSS FINISF TO BE PAINTED --- POPULAR GRAY, LAT FINISH. 38' - 0" CEILING AND WALLS TO BE PAINTED SW6071 „POPULAR GRAY, FLAT FINISH PAINT 1 ma No Wff I L WALLS TO BE SW7017 LWALLS TO BE PAINTED PAINTED SW6071 DORIAN GRAY SW6071 POPULAR GRAY, W POPULAR SEMI -GLOSS — GRAY, SEMI -GLOSS — FINISH — r� FINISH ow Nz SW9173 SW9173 g SHIITAKE SHiIfAKE PAINT INSIDE OF OPENING m SW6071 POPULAR GRAY �n o mw Tp S 27. W '�F t, o I SHOWROOM B T S t t t O•y}�j0 T,q JS W °A� W z 38, _ 0., 38, _ 3,. � 38, _ W I I I I I -I I i I i I I I I i I I I I I I I I I I i I r—— 44 �I'yll, I�I,I o °CE ml I I I I I .S AND CEILING TO BE TED SW6071 POPULAR I GRAY-FRTT-FINISH— I I { i I y 0 3 SW7006 EXTRA WHITE F PAINT GRADE, AINT SHOWROOM IDE OF Al i �— I 3� N Sw7006 EXTRA WHITE SW7047 PORPOISE I I I I SW9173 SHIITAKE PAINT COLUMN SW7006 SW760H6 i — — � — — — — —EXTRA WHITE — — — EXTRAWTE— 1 I F,PSrOS SHOWROOM II A a ti S o 00S� 1" 1 � I tiry'TC`O Sy I e®oaN toe 'P,,p0 O6, 9 3 I 6 F N S 0P°� RST,� PST`S� 7i °'PF sTC20F yI m SW9 73 °T 2p° rSOy9jf' C9Tg2sSF'rT'Fc SjjH'I�II AK�E A - - H S CCSyF+n�Fgq S \ rTf` �F,p ¢W7006 t SrCLP �� C EX(RA WHITE P or. F TAK�E y LIGHT FRENCH GREY utx �z oz SHOWROOM O `rh SHOWROOM D SHOWROOM E ,14 N LL 9 y y S7y °yySF'P z Sly z, oy I SW 173 SHiI I o�p SW 173 SHII AKEy4T I o — — — — — — - 29s C PO.9 PAINT COLD N N Z, F SWO055 o w LIGHT FRE CH N LL °os — ;�REY — —�— HT F A SW9173 TW SHII KE \ \ ��LQ�6a8 pOLi 7p4'O 9'°q�02 \ s F p? ^6p0�\�O ppSPos°F 9 O I %I,S�{jFiFo oy srawRooMo I I S7Lj \ ,p60� �p,pTO SBTJICEkTS yjrC Its �7Ly6 \ cif^�� -V, DESK 01�62 `L q�2? STEPS yyAy� °61 4, SHO tWROOM F \ \ ,op CFO yy1�yG SW 173 SW 173 v3i us-i SHI TAKE 1 o C, `9l \ SHI AKE a — SShOSW Sw e 3�- CCSySCC F'{TN'C.�9C �TrO�iCF �P�G� \ F��°s SHI9TAKE SHI9TAKE eJmANCE \ y�Q-G� 9 t„ �06, 91iOWR00M I x 1 y,T 124LL � SW7668 MARCH WIND xo SW7017 3 SW9173 DORIAN AKE DORIAN GRAY Y z o SW7668 MARC WIND SFIDFl2-51 mqw U SW7038 PAINT SHOWR00 SIDE Barn SW7668 SPRINKLER PAINT SHOWROOM SIDE TONY TAUPE VEEITERJ.E ( MARCH WIND 0 PAINT OF DOORS 1P1 PoBBi OF DOORS F PAINT GRADE, SW7017 DORIAN GRAY �z tzs SW7017 DORIAN GRAY PAINT SHOWROOM SIDE LLa OF DOORS - _ - — — — SW7017 DORIAN GRAY ALLS TO BE F HINTED DdSW7017AY SW6071 I'll' GRAY, SEMI GLOSSSSFINIISH IAN PAINT — — -_ PAINT TRAINING R OM SIDE 0 DOORS t27 7AAPl27 FDA SW6071 POPULAR GRAY SEMI G OSS FINI H I I I I I FJcTJINliTiII'LlEl 91%% JW-Jkl PAINT KEY so= mum ARCHITECTURAL ELEMENTS SW6071 POPULAR GRAY, SEMI -GLOSS FINISH SW6071 POPULAR GRAY, FLAT FINISH SW7006 EXTRA WHITE, SEMI -GLOSS FINISH SW7006 EXTRA WHITE, FLAT FINISH SW7006 EXTRA WHITE, EGGSHELL FINISH FRONT ENTRY SW7668 MARCH WIND SHOWROOM WALLS SWO055 LIGHT FRENCH GRAY SW6206 OYSTER BAY SW6232 MISTY SW6635 DETERMINED ORANGE SW7006 EXTRA WHITE SW7017 DORIAN GRAY SW7025 BACKDROP SW7038 TONY TAUPE SW7595 SOMMELIER SW9173 SHIITAKE SW6071 POPULAR GRAY SW7047 PORPOISE SW7067 CITY SCAPE SW7057 SILVER STRAND SW7037 BALANCED BEIGE SW7069 IRON ORE GENERAL PAINT NOTES A. ALL PAINT TO BE SHERWIN WILLIAMS PROMAR 200. B. ALL PAINT SPECIFIED ON FLOOR PLAN INDICATES COLOR BELOW 10'-0" AND/OR CROWN MOLDING UNLESS NOTED OTHERWISE. C. MINIMUM OF TWO COATS OF PAINT REQUIRED. APPLY TO COVER. D. EXPOSED SHOWROOM CEILING AND SHOWROOM PERIMETER WALLS ABOVE 10'-0" AND/OR ABOVE CROWN MOLDING TO BE PAINTED SW6071 POPULAR GRAY, FLAT FINISH UNLESS NOTED OTHERWISE. E. RECEIVING, COMMUNICATIONS ROOM AND JANITORS CLOSET CEILING AND WALLS TO BE PAINTED SW6071 POPULAR GRAY, FLAT FINISH UNLESS NOTED OTHERWISE. F. RESTROOM, AND HALLWAY CEILINGS TO BE PAINTED SW6071 POPULAR GRAY, FLAT FINISH UNLESS NOTED OTHERWISE. G. RESTROOM, HALLWAYS, AND BREAKROOM WALLS TO BE PAINTED SW6071 POPULAR GRAY, SEMI -GLOSS FINISH, UNLESS OTHERWISE NOTED. H. ALL SHOWROOM WALL PAINT BELOW 10'-0" AND/OR CROWN MOLDING IS EGGSHELL FINISH. ALL RESTROOM, HALLWAY, AND SERVICE AREAS PAINT TO BE SEMI -GLOSS FINISH. 1. PAINT -GRADE SHOWROOM TRIM TO BE PAINTED SW7006 EXTRA WHITE, SEMI -GLOSS FINISH UNLESS NOTED OTHERWISE. J. ALL PAINT TRANSITIONS DESIGNATED ON PLAN BY AN ARROW, SEE PAINT FINISH DETAIL. K. ON BULLNOSE CORNERS PAINT SHOULD TERMINATE AT THE MIDPOINT OF THE RADIUS, SEE PAINT FINISH DETAIL. L. ALL DOORS AND DOOR FRAMES IN SHOWROOM TO BE PAINTED TO MATCH ADJACENT WALL COLOR, ALL DOORS AND DOOR FRAMES IN SERVICE AREA AND BEHIND THE SERVICE DESK TO BE PAINTED SW7017 DORIAN GRAY UNLESS NOTED OTHERWISE. ALL DOORS TO BE PAINTED WITH A SEMI -GLOSS FINISH. M. WALLCOVERINGS TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS; WALLS TO BE PREPPED PER MANUFACTURER'S INSTRUCTIONS; ALL WALLCOVERING MEASUREMENTS TO BE VERIFIED IN FIELD. N. USE NATIONAL ACCOUNT NUMBER 9079-2184-5 FOR ASHLEY FURNITURE HOMESTORE DISCOUNT. FOR SHERWIN WILLIAMS PAINT. PAINT FINISH DETAILS TYPICAL RADIUS CORNER ON TYPICAL COLUMN END OF WALL AINT FINISH A AINT ABOVE MOLDING SW6071 AINT FINISH B POPULAR GRAY, FLAT FINISH AINT BELOW MOLDING SW9173 SHIITAKE UNLESS NOTED OTHERWISE PAINT KEYED NOTES 0 1. WOLF GORDON WALL COVERING (BONAIRE SUNRISE GOH 12958124) - TO BE INSTALLED RAILROADED (HORIZONTALLY) ON FACE OF WALL WITH EDGE PROTECTION. SEE ELEVATION #(2) FOR REFERENCE. CONTRACTOR TO INSTALL PER MANUFACTURER'S INSTRUCTIONS. SEE CONSTRUCTION DOCUMENT FOR P.0 2. FAUX CLAY BRICK - USING A DRY ROLLER TECHNIQUE SPORADICALLY PAINT AREAS WITH LATEX BLACK PAINT CREATING DESIRED AGE EFFECT AND ALLOW TO DRY. USING THE SAME TECHNIQUE USE VALSPAR BIRCHWOOD WHITE PAINT OR EQUAL PRODUCT ON TOP OF BLACK PAINTED AREAS. REFER TO ASHLEY SOP INSTRUCTIONS. WALL COVERING KEY 'CODE PRODUCT MANUFACTURER DESCRFTION LOCATION NOTES BONAIRE SUNRISE GOH 12958124 (TO BE INSTALLED RAILROADED SHOWROOM 120 INSTALL PER WC-1 WALLCOVERING WOLF GORDON - HORIZONTALLY - ON FACE OF WALL WITH EDGE PROTECTION) BEDDING 108 MANUFACTURER'S INSTRUCTIONS INSTALL PER WC2 WALLCOVERING ASTEK, INC. WILSHIRE; AD201-1 ROCK SHOWROOM 115 MANUFACTURER'S INSTRUCTIONS INSTALL PER WC3 WALLCOVERING YORK WATERCOLOR CHECK; MH1516 SHOWROOM 120 MANUFACTURER'S INSTRUCTIONS FACE OF CANTILEVER W7006 EXTRA WHITE, ZSAINT EGGSHELL FINISH AINT UNDERSIDE OF CANTILEVER SW7006 EXTRA WHITE, FLAT FINISH WC-1 TO RE- PAINT FACE AINT COLUMN INSTALLED ON FACE OF BELOW OF WALL RAILROADED CANTILEVER CANTILEVER (HORIZONTALLY). SW7006 SW7006 EXTRA WHITE, EXTRA WHITE, EGGSHELL EGGSHELL FINISH FINISH PAINT COLUMN WC-1 TO BE ABOVE CANTILEVER INSTALLED E FACE ABOVE POPULAR GRAY, OF WALL RAILROADED FLAT FINISH -0" (HORIZONTALLY). PAINT FACE OF CANTILEVER SW7006 EXTRA WHITE, EGGSHELL FINISH PAINT UNDERSIDE OF CANTILEVER SW7006 EXTRA WHITE, FLAT FINISH AINT BETWEEN WALLCOVERING TEGGSHELL W6635 DETERMINED ORANGE, FINISH PAINT FACE OF CANTILEVER SW7006 EXTRA WHITE, EGGSHELL FINISH ENTRANCE CANTILEVER/MONUMENT WALL PAINT ELEVATION 1 /4'=1'-O" rlEi EIVEii CITY OF z Utl"VILA III ry O W cal i \`) W = Q 0() J Qq WQ r) z� j� O Q — I N�N W ryQ 11 W �- W p 'Un a V ry W H 00 W 00 � 00 j W W 0< U Q�— Lo m N F- a CD z 0 m rn W N rN 7793 RE CHITE E ARCHITECT ATT W E BE STATE OF WASHINGTON PROJECT NO.: 19205 PROJECT MGR.: NO DRAWN BY: CHECKED BY: ML PRELIMINARY PAINT PLAN 1-105 JACKSON I MAIN ARCHITECTURE P.S. ® 2019 Im 4 5 6 7 8 W 1 z JI �J U)I W 5I8" JI 1 J 12' - 2 7116" L 38' - 0" 38' - 0" L 38' - 3" 38' - 3" qI I 1 1 i I i 1 I 1 I I 9 I 1 HALL JANITOR ELEC. 105 106 COMMON ELEC. 102 100 MEN 5 s AFF o C.L.cL. �' 6" Imo, I s 103 AFC To c a r AFF a RECEIVING - BREAKc.I_ To ii ROOM r6(N101 ---- -107 - - - - ---- - - - - - ---. WOMEN To C. I. -o" AFF 9 TOGO�L. GFCI 104 ( DED DI 0 qp ----- ------ --� - - - - - -� ---� ----TT= - I 17 - 3 -6 QQ QQ BEDDING B °ice I - - - - - - - - - - - - 108- u - I 3 I I I h r ' x -6 w � 3 I e co j I �IF 6'-6" AFF 'i0SHOWROOM B SHOWROOM A � L.O 1114-105 110 b In 7 3 17 1 a o n I 17 � 05.11 m\_ �� I a TIC h � 5'-0" AFF TO 5 y e 11 ��. 3 I I 6'-6' AFF TO 1 1 20-6.. C L 10'-1- i I to I I I SHOWROOM C SHOWROOM D SHOWROOM E I R-121 F113 F114 �I l 3 J I 5. I 3 I I _ 0.. 5'--0' AFF TO AfF TO I 4 c.L.. I A 6\ In I s I I I h _ - _ - -- - - - - - SERVICE � - - - - - - 1 �I DESK 122 4 I s 1/a"AFIF -Tt" AFF TO To C.L. C.L. SHOWROOM G I SHOWROOM H 116 „ s 2 117 2' 0" AFF 10 e ?p 2'-11" AFF TO C.L. Cl. \ I 2'-0' AFF TO t0 SHOWROOM F C.L L - - s ---14 F 115 s'-o' AFF ro - - - - - I C.L. e I n 6 I I a i i I I ENTRANCE 120 SHOWROOM[ SHOWROOM I 124 125 I I VESTIBULE[ 121 m I I SPRINKLER RISER AFF. i 2 4P --4P 123EXISTING FAC P ---- - -.--- -.._ TO REMAIN F - - COMM 21.03 126 a qp 0 AFF°., ro TRAINING ROOM TO A 401 6 A 402� 1 mF 127 I 1 \ o I I 1 � �> -�- 0 i — v 0 V G W J K A POWER PLAN KEY SYMBOL DESCRIPTION DUPLEX RECEPTACLE GFCI DUPLEX RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTER ,QGFCI DED DUPLEX RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTER ON A DEDICATED CIRCUIT DED DUPLEX RECEPTACLE ON A DEDICATED CIRCUIT TECH DUPLEX RECEPTACLE FOR TECHNOLOGY ON A NON -SWITCHED CIRCUIT DUPLEX FLOOR RECEPTACLE QUAD RECEPTACLE GFCI QUAD RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTER =@ DED QUAD RECEPTACLE ON A DEDICATED CIRCUIT TECH QUAD RECEPTACLE FOR TECHNOLOGY ON A NON -SWITCHED CIRCUIT QUAD FLOOR RECEPTACLE SINGLE TWIST -LOCK RECEPTACLE $ SINGLE POLE SWITCH $3 3-WAY SWITCH $D SINGLE POLE SWITCH WITH DIMMER - - CONDUIT OVERHEAD GENERAL POWER NOTES: A. ELECTRICAL RECEPTACLES TO BE INSTALLED AT 18" ABOVE FINISHED FLOOR (AFF) TO CENTER LINE (C.L.) UNLESS NOTED OTHERWISE. ALL RECEPTACLES AND COVERS TO BE WHITE IN COLOR UNLESS NOTED OTHERWISE. SERVICE DESK RECEPTACLES AND COVERS TO BE BLACK IN COLOR. FLOOR RECEPTACLES TO BE FLUSH WITH FINISHED FLOOR AND TO BE OMNIBOX MODEL 828TCAL AND MODEL 880CS2-NA BRUSHED ALUMINUM IN COLOR UNLESS NOTED OTHERWISE. B. AT ALL EXTERIOR DOORS CONDUIT TO BE DROPPED FROM G'BELOW ROOF DECK TO J-BOX ABOVE DOOR HEADER ON LATCH SIDE FOR SECURITY SYSTEM. C. CONDUITS ROUTED FROM THE TERMINATION POINTS TO THE ROOF DECK TO BE AT LEAST 34' WITH GROMMETS. D. FIRE ALARM CONTROL PANEL (F.A.C.P.) TO REMAIN AS IS. E. CANTILEVER DISPLAYS AND FEATURE WALLS WILL NOT HAVE ANY THERMOSTATS, SWITCHES, CONTROL PANELS, OR HORN STROBES PLACED ON THEM UNLESS SPECIFIED BY ASHLEY DESIGNER. F. EXTERIOR CIRCUIT TO PROVIDE POWER FOR FACADE SIGN. PROVIDE 20 AMP CIRCUIT FOR EACH SIGN LOCATION. FINAL SIGN LOCATION TBD. CONFIRM WITH ASHLEY PRIOR TO INSTALLATION. G. GENERAL CONTRACTOR TO SUPPLY OUTLET EXTENSIONS TO POWER RECEPTACLES AT SPECIALTY WALL APPLICATIONS AND AS REQUIRED BY LOCAL CODE. SEE PAGE A-1031 104 FOR WALL APPLICATIONS. H. ADD POWER RECEPTACLES ABOVE WINDOWS AS REQUIRED BY LOCAL CODES. 1. ALL IN-STORE TECHNOLOGY POWER RECEPTACLES ARE TO BE RUN ON A DEDICATED CIRCUIT. THESE OUTLETS ARE ALL TO BE WHITE IN COLOR. EACH POWER AND COMMUNICATIONS OUTLET FOR TECHNOLOGY THAT IS RUN TO THE DEDICATED CIRCUIT IS TO BE LABELED WITH A CLEAR LABEL PRINTED WITH "DIGITAL SIGNAGE OUTLET' ON THE FACE PLATE. J. ALL WALL RECEPTACLES IN THE SHOWROOM TO BE SWITCHED UNLESS NOTED OTHERWISE. RECEPTACLES IN THE SERVICE DESK, OFFICE, RESTROOMS, BREAK ROOM, COMM ROOM, JANITOR'S CLOSET, RECEIVING AREA, OR HALLWAY NOT TO BE SWITCHED WITH SHOWROOM. RECEPTACLES FOR TECHNOLOGY, POINT OF SALES (P.O.S.) STATIONS, MOVEABLE DESK, AND CREDIT KIOSKS SHOULD NOT BE SWITCHED WITH THE SHOWROOM. SEE LIGHTING PLAN FOR FURTHER SWITCHING INFORMATION. K. ANY UNUSED LOW VOLTAGE OR OTHER BOXES ARE TO BE COVERED WITH BLANK COVERS BY THE GENERAL CONTRACTOR OR ELECTRICIAN. L. ONE 3" CONDUIT TO RUN OVERHEAD FROM COMMUNICATIONS ROOM TO INTERMEDIATE DISTRIBUTION FRAME (IDF) IN OFFICE WITH 12" PULL BOX AT EACH 90- ANGLE. CONDUIT SHALL RUN PARALLEL TO BUILDING STRUCTURE. M. ELECTRICAL CONTRACTOR TO RUN CONDUIT TO ACCOMMODATE ALL POWER, DATA, AND COAX. SEE PAGES E-105 AND E-701 FOR ADDITIONAL INFORMATION. N. CONDUIT FOR LOW VOLTAGE CABLING REQUIREMENTS SHALL ADHERE TO TIA-569. PULL BOXES SHOULD BE USED WHEN CONDUIT CONTAINS MORE THAN TWO 90° BENDS. O. EACH LOW VOLTAGE J-BOX SHALL HAVE A 34' CONDUIT STUBBED TO ROOF DECK. FOR AREAS WITH MULTIPLE J-BOXES OR CONDUITS, OR WHERE ROOF ACCESS IS NOT FEASIBLE, REVIEW WITH PROJECT MANAGER OR ASHLEY DESIGNER TO DETERMINE APPROPRIATE CONDUIT DESIGN BEFORE WORK IS PERFORMED. P. NEW RECEPTACLES TO BE COORDINATED WITH EXISTING. ENSURE EXISTING RECEPTACLES ARE IN WORKING CONDITION. POWER KEYED NOTES O 1. COORDINATE OUTLET WITH ACCESS PANEL IN MILLWORK. SEE DETAILS ON PAGE A-701. 2. POWER AND DATA RECEPTACLES AND COVERS IN THE SERVICE DESK TO BE BLACK IN COLOR. 3. QUAD POWER OUTLET FOR WALL MOUNTED TV. POWER TO BE RUN ON A SEPARATE DEDICATED CIRCUIT TO NOT BE SWITCHED. 4. QUAD POWER RECEPTACLE FOR POINT OF SALE STATION (P.O.S.). OUTLETS NOT TO BE SWITCHED AND MUST BE LABELED WITH A CLEAR STICKER STATING "NOT SWITCHED". 5. DUPLEX RECEPTACLE FOR INTERIOR LOGO SIGN. RECEPTACLE TO BE FLUSH WITH CEMENT BOARD WALL SURFACE AND COVER TO BE WHITE IN COLOR. INSTALL RECEPTACLE HORIZONTALLY. 6. DUPLEX POWER RECEPTACLE FOR WONDERSIGN KIOSK. POWER TO BE RUN ON A DEDICATED CIRCUIT NOT TO BE SWITCHED. 7. 20 AMP DEDICATED DUPLEX GFCI RECEPTACLE FOR REFRIGERATOR AND VENDING. 8. COORDINATE DUPLEX GFCI RECEPTACLE LOCATION AND HEIGHT WITH DRINKING FOUNTAIN SPECIFICATIONS. 9. DUPLEX RECEPTACLE FOR TIME CLOCK. 10. QUAD RECEPTACLE FOR CREDIT KIOSK, NOT SWITCHED. 11, SWITCH BANK FOR INTERIOR LIGHTING 48" AFF. SEE LIGHTING PLAN E-107. 12. POWER FOR "OPEN" SIGN, NOT SWITCHED. 13. ONE 3" CONDUIT TO RUN OVERHEAD FROM COMMUNICATIONS ROOM TO OF IN OFFICE WITH 12' PULL BOX AT EACH 90° ANGLE. CONDUIT SHALL RUN ABOVE THE BAR JOISTS AND PERPENDICULAR OR PARALLEL TO BUILDING STRUCTURE. AT SERVICE DESK WALL SPLIT CONDUIT INTO TWO 2" CONDUIT TO FEED EACH SIDE OF DESK. 2" CONDUIT SHALL BE RUN UNDERFLOOR FROM END OF WALL TO END OF DESK. 14. PULL BOX TO FEED WIRING THROUGHOUT DESK. 15. BUZZER TO BE INSTALLED BY TRUCK DOCK DOOR. BUZZER TO BE WIRED TO SOUND AT SERVICE DESK. FINAL LOCATION TO BE APPROVED BY ASHLEY DESIGNER. 16. APPROXIMATE LOCATION OF EXTERIOR SIGN. EXTERIOR CIRCUIT TO PROVIDE POWER FOR EXTERIOR SIGN. PROVIDE 20 AMP CIRCUIT FOR EACH SIGN LOCATION. COORDINATE FINAL LOCATION WITH EXTERIOR SIGN ELEVATIONS. 17. QUAD FLOOR RECEPTACLE TO BE FLUSH WITH FINISHED FLOOR. SPECIFICATION TO BE LEGRAND OMNIBOX 828TCAU880CS2-NA TWO -GANG BRUSHED ALUMINUM COVER AND CAST IRON FLOOR BOX. 18. QUAD POWER OUTLET FOR MOVABLE DESK WORK STATION. OUTLET NOT TO BE SWITCHED AND MUST BE LABELED WITH A CLEAR STICKER STATING "NOT SWITCHED". KEVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 5 2020 City of Tukwila BUILDING DIVISION RECE'IVEn CITY CIF "i i:tCi i JAN 21 2020 PERMIT CENTER O W N O Q co �� 0 >M `!- - <[ M = Q LI W _1 = 10- _ O W <C CL o05 WU Q <� T- F- Y <,Z W 0- F_ z W p tUn a V WW Do 7 0- W 00 Ucr) 00 r W W c U)_j Q 0- U")Y !- W 0 D EL z 0 D dm W W N a PROJECT NO.: 19205 PROJECT MGR.: NO DRAWN BY: CHECKED BY: ML POWER PLAN LEVEL 01 - POWER FLOOR PLAN 3/32" = T-0" TRUE NORTH E-10 JACKSON I MAIN ARCHITECTURE P.S. 02019 0 E 0 d ELEC. 102 MEN WOMEN 104 I \ \ no I-l_ DD-1 - 1: -- O I GENERAL REFLECTED CEILING POWER NOTES: A. POWER RECEPTACLES IN OPEN CEILING ARE TO BE FLUSH WITH BAR JOIST UNLESS RESTRICTED BY CODE OR NOTED OTHERWISE. POWER RECEPTACLES AND CONDUIT DROPS SHOULD BE PAINTED TO MATCH THE CEILING. B. POWER RECEPTACLES IN FINISHED GYPSUM BOARD CEILINGS TO BE INSTALLED FLUSH WITH UNDER SIDE OF FINISHED GYPSUM BOARD CEILING. POWER RECEPTACLES AND COVERS SHOULD BE WHITE IN COLOR. C. HORN STROBES TO BE PENDANT MOUNTED AT CEILING OR AS HIGH AS CODE ALLOWS. REFLECTED CEILING POWER PLAN KEY: SYMBOL DESCRIPTION ® DUPLEX CEILING RECEPTACLE ® SINGLE TWIST -LOCK CEILING RECEPTACLE J� JUNCTION BOX RECEPTACLE REFLECTED CEILING POWER KEYED NOTES: 1. MOUNT DUPLEX RECEPTACLE FLUSH WITH FINISHED GYPSUM BOARD CEILING. OUTLET ACCESS TO FACE THE FLOOR, 2. MOUNT 110V 20 AMP TWIST LOCK RECEPTACLE FOR DRUM SHADE PENDANT AT EITHER ROOF DECK OR STRUCTURE UNLESS RESTRICTED BY CODE. CONFIRM EXACT LOCATION WITH LIGHTING PLAN E-107. 3. MOUNT JBOX FOR SHOPPERTRAK AT 12'-0" AFF. COORDINATE WITH COMMUNICATION PLAN E-105. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 5 2020 City of Tukwila BUILDING DIVISION WEIVED CITY OF i-% lOWILA KEYPLAN: W O 1- U) W }N O 'Slur) O >o Z } — Ui Q c W= d L<_ J Q¢ 000 Wa 0 OQ ti cOQ Q v cr- ly- < W CL �— W �- W pU n ry CO W00 75;CL W0 W W 0< -j U o to J < CL v- F-- z F a W c 0 CO co m UU a 0 z S J_ co m m N N PROJECT NO.: 19205 PROJECT MGR.: ND DRAWN BY: CHECKED BY: ML REFLECTED CEILING POWER PLAN JACKSON I MAIN ARCHITECTURE P.S. 0 2019 REFLECTED CEILING POWER PLAN 3132" =1W ,.- . bilk. ON (/ WOMEN 104 1711 1 1 0 � F0 GENERAL COMMUNICATIONS NOTES A. CONDUIT MUST BE 3" IN DIAMETER FROM COMMUNICATIONS ROOM TO THE SERVICE DESK WITH PULL BOX AT EACH 90° ANGLE. B. PROVIDE COAXIAL CABLE, DATA, AND VOICE CONNECTIONS AS SPECIFIED ON THE PLAN. ALL CONNECTIONS TO BE INSTALLED AT 18" AFF TO C.L. UNLESS NOTED OTHERWISE. ALL COVERS TO BE WHITE IN COLOR UNLESS NOTED OTHERWISE. SERVICE DESK CONNECTIONS TO BE BLACK IN COLOR. FLOOR MOUNTED DATA/VOICE LOCATIONS TO BE FLUSH WITH FINISHED FLOOR AND TO BE BRUSHED ALUMINUM IN COLOR UNLESS NOTED OTHERWISE. COORDINATE WITH FLOOR MOUNTED POWER RECEPTACLES, C. ALL PHONE, DATA, AND COMMUNICATIONS WIRING SHALL BE ROUTED IN CONDUIT FROM THE COMMUNICATIONS ROOM UP TO THE ROOF DECK AND FROM THE TERMINATION POINT UP TO THE ROOF DECK. IF PHONE, DATA, AND COMMUNICATION WIRING IS REQUIRED, BY CODE, TO BE IN CONDUIT, THEN THE CONTRACTOR SHALL INSTALL CONDUIT FROM TERMINATION POINT TO THE COMMUNICATIONS ROOM. D. CONDUITS ROUTED FROM THE TERMINATION POINTS TO THE ROOF DECK TO BE AT LEAST 3/4" WITH GROMMETS. E. TWO 4" CONDUITS FROM COMMUNICATIONS ROOM TO PHONE PED. CONTRACTOR TO VERIFY LOCATION WITH PULL STRINGS. F. INSTALL (2) 4'-0" x 8'-0" SHEETS OF 3/4" BC PLYWOOD AT PHONE SERVICE CONNECTION. G. INSTALL 3/4" BC PLYWOOD ON ALL COMMUNICATIONS ROOM WALLS FROM FLOOR TO 8'-0" AFF, H. TVS IN THE YOUTH SHOWROOM TO BE ON A SEPARATE VIDEO NETWORK. L ALL IN-STORE TECHNOLOGY DATA OUTLETS ARE TO BE CONFIRMED WITH THE SELECTED TECHNOLOGY VENDOR. EACH POWER AND COMMUNICATIONS OUTLET FOR TECHNOLOGY THAT IS RUN TO THE DEDICATED CIRCUIT IS TO BE LABELED WITH A CLEAR LABEL PRINTED WITH "DIGITAL SIGNAGE OUTLET' ON THE FACE PLATE, J. ANY UNUSED LOW VOLTAGE OR OTHER BOXES ARE TO BE COVERED WITH BLANK COVERS BY THE GENERAL CONTRACTOR OR ELECTRICIAN. COMMUNICATIONS KEYED NOTES: O 1. COORDINATE OUTLET WITH ACCESS PANEL IN MILLWORK. SEE DETAILS ON PAGE A-701. 2. POWER AND DATA RECEPTACLES AND COVERS IN THE SERVICE DESK TO BE BLACK IN COLOR. 3. WIRING FOR CATALOG KIOSK (TECHNOLOGY VENDOR). 4. WIRNG FOR POINT OF SALE (P.O.S.) STATION. 5. PULL BOX TO FEED WIRING THROUGHOUT DESK. 6. WIRING FOR MOVEABLE DESK STATION. 7. WIRING FOR CREDIT KIOSK. 8. WIRING FOR TIME CLOCK, 9. WIRING FOR SHOPPERTRAK AT 12'-0" AFF. COORDINATE WITH RCP POWER PLAN ON E-103. 10. ONE 3" CONDUIT TO RUN OVERHEAD FROM COMMUNICATIONS ROOM TO IDF IN OFFICE WITH 12" PULL BOX AT EACH 90° ANGLE. CONDUIT SHALL RUN ABOVE THE BAR JOISTS AND PERPENDICULAR OR PARALLEL TO BUILDING STRUCTURE. AT SERVICE DESK WALL SPLIT CONDUIT INTO TWO 2" CONDUIT TO FEED EACH SIDE OF DESK. 2" CONDUIT SHALL BE RUN UNDERFLOOR FROM END OF WALL TO END OF DESK. 11. CEILING ACCESS POINT TO BE LOCATED IN CENTER OF ACOUSTIC TILE. COORDINATE WITH ALL HVAC, SPRINKLER AND LIGHTING LOCATIONS. COMMUNICATIONS PLAN KEY AND WIRING REQUIREMENTS: QUANTITY SYMBOL DESCRIPTION # CA TV (COAXIAL CONNECTION) THIS ONLY INDICATES A CONNECTION, NOT AN ACTUAL TELEVISION 8 CEILING ACCESS POINT 1 - "SINGLE" DATA PORT (CAT6) # a COMMUNICATIONS OUTLET N/A CONDUIT OVERHEAD L EVIJEDFDE APFEity LDI RECEIVED CITY OF fill+LtiILA JAN 217070 KEYPLAN: PERMIT CENTER W IY 0 I- W } N 73 OT d co `'>Lo>m 0 Q C'7 =d W _I r) ALL W Q WU o� l Q T- I..V F_ W i W p v n t� W � Hoo CL Urn 0 C!) wU of U) J < ' Y I�- a a o� m a z z 0 J_ D m d m s N N PROJECT NO.: 19205 PROJECT MGR.: NO DRAWN BY: CHECKED BY: ML COMMUNICATIONS PLAN COMMUNICATIONS PLAN 3/32" =1'-0" RUE NORT INR_ 0 5q I ll� i E-405 1ACKSON I MAIN ARCHITECTURE P.S. 02019 H 21 0 E 0 m z JI �� i 12'-27/16" 38'-0" 38'-0" — 38'-3" i i i I i 1 I 1 JANITOR ELEC. z 106 COMMON ELEC. 102 I 100 MEN • • • ❑® -- 103 ' ® • • I• ® • BREAK • (� ROOM RECEIVING 1071 WOMEN ( (] m El 104 iT- -=-------_ =—.—HALL -) NT BOTTOM OF K C 1'6" AFF. 101 T 38' - 3" 105 I � b_ J I I T I --- d tl W 7 8 8T I_8�L ® 8 W W 8 8 - S u W —T Lt— L p BEDDING s 168 I a� I 8 8 08 m m �2'-0"P. s P. SHOWROOM B s 111 SHOWROOM A� - F. -0. I e\ O H j _ m s gm 6 SHOWROOM C — 112 6m e I i To' 14• 0" U',�O'JNT BOTTOM OF • TRACK © 13'-0' / AFF.\� • DLT- 1 \ \ ,� " • T M w \ k m OUNT BOTTOM OF LT -I A PENDANT _ 10' 0" ° ,6'-0" AFF. YP. _ R R A� u+ ENTRANCE `I l 120 ®� ^F t a v O I k9 \ p \D,,A SHOWROSHOWROOM E 113 114 I s s t I m l ^see1>1 s m I s I — DESK fr 122 301TOM OF Prr.OANT 6 0All, \ s. II VESTIBULE I— — — 121 I Li A 402 4 s SHOWROOM G 61 116 — I o m HOWROOM F 115 I e SHOWROOMI: SHOWROOMJ: 124 z 1125 2 7'-0" TYP. SPRINKLER — RISER 123 MOUNT BOTTOM OF TRACK O 9'6" AFF. jj COMM 126 I TRAINING ROOM ❑K � ❑® � 91 II] i 127 \ I u,I L` L l -- I _ o N cl GENERAL LIGHTING DOTES: A. THIS DRAWING IS FOR DESIGN INTENT ONLY AND SHALL NOT BE USED AS A CONSTRUCTION t•7 Ui o C ' DOCUMENT. INPUT VOLTAGE AND OTHER REQUIREMENTS TO BE SPECIFIED BY THE PROJECT ARCHITECT/ENGINEER. ALL DIMENSIONS AND DETAIL INFORMATION SHALL BE VERIFIED AGAINST EXISTING SITE CONDITIONS TO DETERMINE CONFLICTS OR APPRECIABLE DIFFERENCES. B. ALL EXIT AND EMERGENCY LIGHTING FIXTURES ARE TO BE LOCATED AS NOTED ON PLAN UNLESS RESTRICTED BY CODE. NO EXIT OR EMERGENCY LIGHTING FIXTURES ARE TO BE MOUNTED ON THE FACE OF THE CANTILEVERS OR FEATURE WALLS. IF LOCATIONS ARE o O• q REQUESTED TO BE MOVED, CONTACT THE ASHLEY DESIGNER TO VERIFY NEW LOCATION. , a. EMERGENCY FIXTURES TO BE MOUNTED AT 10'-6" AFF TO C.L.; OR 8'-9" AFF IF WALL �® IS UNDER IV-O" HIGH. b. CEILING HUNG EXIT FIXTURES TO BE INSTALLED WITH BOTTOM AT 13'-0" AFF, WALL MOUNTED EXIT FIXTURES TO BE INSTALLED WITH BOTTOM AT 10'-8" AFF UNLESS y RESTRICTED BY CODE OR NOTED OTHERWISE. c. ALL WALL MOUNTED EXIT AND EMERGENCY LIGHTING FIXTURES ARE TO BE = MOUNTED AT 10'-6" ABOVE FINISHED FLOOR (AFF) TO CENTER LINE (C.L.) IF CODE ALLOWS. d. CEILING HUNG EXIT AND EMERGENCY FIXTURES TO BE INSTALLED WITH BOTTOM AT 1 V-0" AFF TO C.L. IF CODE ALLOWS. C. IF ADDITIONAL EMERGENCY AND/OR EXIT LIGHTING IS REQUIRED BY THE MUNICIPALITY, IT IS ENLARGED RESTROOM LTG. PLAN TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. D. TRACK LIGHTING SYSTEM: a. (PAR38) TRACK SHALL BE HUNG/MOUNTED AT 11'-0" AFF UNLESS OTHERWISE NOTED. b. ELECTRICAL CONTRACTOR TO INSTALL TRACK HEADS. THE TRACK LIGHTING FIXTURES AS SHOWN ON PLAN ARE THE EXACT NUMBER OF FIXTURES THAT WILL BE INSTALLED - THREE PER 8'-0" LENGTH AND TWO PER 4'-0" LENGTH OF TRACK. c. ALL CONDUIT AND FIXTURE SUPPORT SYSTEMS SHOULD BE PAINTED TO MATCH THE CEILING, EXCEPT FOR HANGING CHAIN, AIRCRAFT CABLE, AND FLEX CONDUIT. -_-- E. THE TRACK LIGHTING SYSTEM IS TO BE AIRCRAFT CABLE HUNG, WITH AIRCRAFT w SUSPENSION KIT, SEE DRAWING. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO VERIFY THAT 15'-0" OF AIRCRAFT CABLE IS LONG ENOUGH. MOUNT AIRCRAFT CABLE FROM BOTH ENDS AND CENTER OF ALL 8'-0" SECTIONS AND BOTH ENDS OF 4'-0" SECTIONS. IF LONGER THAN 15'-0" IS NEEDED CONTACT THE ASHLEY DESIGNER. F. THE TOP OF ALL SWITCHES TO BE INSTALLED A MAXIMUM OF 48" UNLESS NOTED OTHERWISE. SWITCH PLATES MUST BE PROVIDED AND BE WHITE IN COLOR. ENLARGED BED ENTRANCE LTG. PLAN '3 G. BEDDING TYPE L-P FIXTURES TO WIRED FOR AND INSTALLED ON A MANUFACTURER 118" = T-0" APPROVED 0-10V LED DIMMER SWITCH. LOCATION IN BEDDING IS AS NOTED ON PLAN, H. MANUAL OVERRIDE SWITCHING IN SERVICE DESKAREA TO CONTROL THE FOLLOWING ELECTRICAL COMPONENTS: a. SHOWROOM GENERAL LIGHTING (OVERHEAD LIGHTING) o s b. SHOWROOM TRACK LIGHTS c. SERVICE DESK AREA LIGHTS INCLUDING DRUM PENDANTS, CANTILEVER AND OVERHEAD SHOWROOM JUNCTION BOXES d. ALL SHOWROOM WALL RECEPTACLES AT 18" AFF UNLESS NOTED OTHERWISE x Ta e. SHOWROOM FRONT BAY TRACK LIGHTS AND DRUM SHADE PENDANTS (IF AU,�„Kx,,, APPLICABLE) 1, ALL FIXTURE SUSPENSION CABLES TO BE SUPPLIED BY ASHLEY AND INSTALLED BY CONTRACTOR. IF ADDITIONAL HARDWARE IS NEEDED ONSITE IT IS TO BE SUPPLIED BY CONTRACTOR. J. CONTRACTORS AND ROTARY TIME CLOCK TO CONTROL THE FOLLOWING ELECTRICAL 4 COMPONENTS: a. SHOWROOM GENERAL LIGHTING (OVERHEAD LIGHTING) g __�,FN$'R� -0 .00 b. SHOWROOM TRACK LIGHTS c. SERVICE DESK AREA LIGHTS INCLUDING DRUM PENDANTS, CANTILEVER AND OVERHEAD SHOWROOM JUNCTION BOXES d. ALL SHOWROOM WALL RECEPTACLES AT 18" AFF UNLESS NOTED OTHERWISE e. SHOWROOM FRONT BAY TRACK LIGHTS AND DRUM SHADE PENDANTS (IF APPLICABLE) K. BREAK ROOM FIXTURES TO BE WIRED FOR AND INSTALLED ON A MANUFACTURER AZ031M n APPROVED 0-10V LED DIMMER SWITCH. LOCATION AT STANDARD SWITCH HEIGHT ON o E INTERIOR LATCH SIDE OF DOOR. ° W L. ALL FIXTURES AND LAMPS TO BE SUPPLIED BY OWNER. 8 M. EXTERIOR LIGHTING TO BE CONTROLLED ON WITH PHOTOCELL AND OFF WITH ROTARY AIRCRAFT SUSPENSION KIT TIME CLOCK. PHOTOCELL SUPPLIED AND INSTALLED BY CONTRACTOR. N. QUESTIONS REGARDING THE INTENT OF THIS GUIDELINE DRAWING MAY BE DIRECTED TO THE ASHLEY DESIGNER OR PROJECT MANAGER, 608-323-3377. TRACK LTG. SUSPENSION DIAGRAM 114" = l'-0" LIGHTING FIXTURE SCHEDULE SYMBOL TYPE MANUFACTURER SUPPLIER MODELNUMBER VOLTS MAX' WATTS 934109, 60" WIDE x 30" HIGH, POLY FLAX SIDES. 17W A -LAMP LED PHILIPS # LT-1 DRUM SHADE PENDANT MOSS RETAIL MOSS RETAIL 432187 LAMPS INCLUDED. PROVIDE SUPPORT FOR 50 LBS. BOTTOM TO BE 120 60-W (4) MOUNTED AT 10'-0" AFF. P.O. INCLUDED. SUPPLIED BY ASHLEY, INSTALLED BY G.C. 934112, 48" WIDE x 2W HIGH, POLY FLAX SIDES, 17W A -LAMP LED PHILIPS # LT-2 DRUM SHADE PENDANT MOSS RETAIL MOSS RETAIL 432187 LAMPS INCLUDED. PROVIDE SUPPORT FOR 50 LBS. BOTTOM TO BE 120 60-W (4) MOUNTED AT HEIGHTS AS SHOWN IN PLAN. SUPPLIED BY ASHLEY, INSTALLED BY G.C. T- DECORATIVE PENDANT ELAN SPECIALTY LIGHTING 83233 IMBUTA INCLUDES 5-40W G9 LED LAMPS. PROVIDE SUPPORT FOR 20 120 40-W (5) LBS BOTTOM TO BE MOUNTED AT HEIGHTS AS SHOWN IN PLAN. SUPPLIED BY ASHLEY INSTALLED BY G.C. TYPE B2, LINEAR LED HIGH ATTAIN SPECIALTY LIGHTING AT-HB-L-060-35K, 4' 7,800Lm HIGH BAY LED, 120 DEG SPREAD, 0-10V 1201277 60 BAY DIMMING. INCLUDES QUICK CABLE 10'-0". MOUNTED AT 15'-0" AFF. TYPE62-NL, LINEAR LED AT-HB-L-060-35K-EM, 4' 7,800Lm HIGH BAY LED, 120 DEG SPREAD, 0-10V HIGH BAY ATTAIN SPECIALTY LIGHTING DIMMING WITH EMERGENCY BACKUP 1OW MINI INVERTER. INCLUDES 120/277 60 QUICK CABLE 10'-0". MOUNTED AT 15'-0" AFF. WIRED FOR NIGHT CIRCUIT. ® TYPE EM, DUAL HEAD LED BEST SPECIALTY LIGHTING LEDR-1, THERMOPLASTIC LED EMERGENCY LIGHTING UNIT WITH BATTERY 120/277 1.5 EMERGENCY LIGHT PACK. SEE GENERAL NOTES FOR MOUNTING HEIGHTS. TYPE EX, LED EXIT SIGN ASTRALITE SPECIALTY LIGHTING TPURWEM, SINGLE OR DOUBLE FACE, THERMOPLASTIC LED EXIT LIGHT 120/277 2.5 WITH BATTERY PACK. SEE GENERAL NOTES FOR MOUNTING HEIGHTS. CXTEU2RW-RC/RH2-WP-6V5.4W, THERMOPLASTIC LED EXIT & LED LAMPS TYPE EX-1, LED EXIT SIGN BEST SPECIALTY LIGHTING LIGHT WITH BATTERY BACKUP AND REMOTE HEAD TO BE USED WHERE 120/277 5A SHOWN. SEE GENERAL NOTES FOR MOUNTING HEIGHTS. TYPE EX-2, LED EXIT SIGN BEST SPECIALTY LIGHTING CXTEU2RW-RC, THERMOPLASTIC LED EXIT & LED LAMPS LIGHT WITH 120/277 5.4 BATTERY BACKUP. SEE GENERAL NOTES FOR MOUNTING HEIGHTS. TYPE K, LED FLAT PANEL TCP SPECIALTY LIGHTING FPlUZDB141K, 1'X4' 36001-m FLAT PANEL LED, 4100K COLOR, 120 DEG 120/277 36 SPREAD, 0-10V DIMMING. 50,000 HOURS. MOUNTED AT IT-0" AFF. ® TYPE K-EM, LED FLAT PANEL TCP SPECIALTY LIGHTING FPIUZDB141KEM, 1'X4' 360OLm FLAT PANEL LED, 4100K COLOR, 120 DEG 1201277 36 SPREAD, 0-10V DIMMING. 50,000 HOURS, EMERGENCY OPTION. MOUNTED AT 13'-0" AFF. TYPE L, 2'-0" x 2'-0", PHILIPS VOSS LIGHTING 2FXP38B835-2-DS-UNV-DIM 32W LED DIFFUSE ARRAY, DIMMABLE 0-10V 120/277 32 RECESSED MOUNTED 3500K 67,000 HOUR. MOUNTED IN T-BAR CEILING GRID. TYPE L-P, 2'-0" x 2'-0", 2FXP38B835-2-DS-UNV-DIM 32W LED DIFFUSE ARRAY. USE ❑ PENDANT MOUNTED PHILIPS VOSS LIGHTING GPLGI16Y24ZZGHK120 (2KIT) SUSPENSION KIT, DIMMABLE 0-10V 3500K 120/277 32 67,000 HOUR. PENDANT MOUNTED WITH BOTTOM AT 13'4' AFF UNLESS NOTED OTHERWISE. TYPE M, 2'-0" x 4'-0"' PHILIPS VOSS LIGHTING 2FXP42B835A-DS-UNV-DIM 38W LED DIFFUSE ARRAY, DIMMABLE 0-10V 120/277 38 RECESSED MOUNTED 3500K 67,000 HOUR. MOUNTED IN T-BAR CEILING GRID, 2FXP38B835-2-DS-UNV-DIM-EMLED 32W LED DIFFUSE ARRAY W/EM BACKUP. EM TYPE L-P-EM, 2'-0" x 2'-0", PHILIPS VOSS LIGHTING USE GPLGI16Y24ZZGHK120 (2KIT) SUSPENSION KIT, DIMMABLE 0-10V 3500K 120/277 32 PENDANT MOUNTED 67,000 HOUR. PENDANT MOUNTED WITH BOTTOM AT 13'-0" AFF UNLESS NOTED OTHERWISE. ;orn TYPE N2, RECESSED ATTAIN SPECIALTY LIGHTING AT-DL-3L-15-3000K-24-WHWH RECESSED INTEGRATED 15W LED 3-PAK, 3000K 120l277 45 DOWNLIGHT 3X LED 100%-10% DIMMING 50,000 HOUR. TYPE R, RECESSED LED TOPAZ/ SPECIALTY LIGHTING RTU633WH/90/D/; RH6/NLED/IC/AT RECESSED 6" LED DOWNLIGHT, DIMMABLE 120 16 DOWNLIGHT NEXTWAVE TO 5% WITH DEDICATED HOUSING UNIT, 3000K 50,000 HOURS. TYPE S, WHITE, PAR38 GIANTECH ASHLEY FURNITURE MA604WH W/GTI TRACK ADAPTER, LAMP WITH 1 PHILIPS 46776 120 GIMBAL RING, TRACK HEAD 13.5PAR38/AMB/F25/830/DIM ULW (50000 HOUR LAMP). —4 TYPE T4, WHITE GIANTECH ASHLEY FURNITURE MA041, 4'-0" SINGLE CIRCUIT SURFACE TRACK, 120 8 TYPE T8, WHITE GIANTECH ASHLEY FURNITURE MA081, 8'-0" SINGLE CIRCUIT SURFACE TRACK. 120 TYPE Q8, LENSED BEST SPECIALTY LIGHTING BLCSLED8FT-65.4KMV-ET, LINEAR LED SUSPENDED 4000K FIXTURE, 0-10V 120/277 65 SUSPENDED LED DIMMING; USE WITH CHAIN HANGING KIT HCO4 MOUNT AS HIGH AS POSSIBLE IN RECEIVING AREA. O TYPE Y TEXAS FLUORESCENT SPECIALTY LIGHTING DLL7L23W1966LMV40KYUDLL42ARMYL, 23W LED DOCK LIGHT FOR LOADING 120/277 23 TRUCKS LAMP FOR TYPE S PHILIPS VOSS LIGHTING PHILIPS 46776 13.5PAR38/AMB/F25/8301DIM ULW (50,000 HOUR LAMP). 13.5 TYPE 02, LENSED PHILIPS DAY VOSS LIGHTING FSS44OL84OUNVDIM AND LSXR10 MOTION SENSOR, LINEAR LED SUSPENDED SUSPENDED LED BRITE 4000K FIXTURE WITH CHAIN HANGING KIT FKR-126 SUSPENDED AT 10'-0" AFF. IfEYPLAN. III ry Q W cal 75 O Q � �� >(0 ELI 4m W= Q _J = U) 0 CC) W Q WU <C OQ —F— NO rW W OU a V � ry W W °° 0 Uj 00 O O WW Ocl) J —j U U)J < 0— LO r (-- a Ir LU co cn LU w a 0 z 0 D m m LU N �a PROJECT NO.: 19205 PROJECT MGR.: NO DRAWN BY: CHECKED BY: ML LIGHTING PLAN LIGHTING PLAN 3/32" =1'-0' City of Tukwila BUILDING DIVISION TRUE NORTH E-1 07 IACKSON I MAIN ARCHITECTURE P.S. 0 2019 COMMUNICATIONS ROOM DTL. QUAD OUTLET ON DEDICATED CIRCUIT 4'-6" r— 4-6" �-COAXIAL to CONNECTION in BEDDING FRONT ELEVATION WA PROVIDED E AND INSTALL CONNECTION CONNECTION (ro TV) OUTLET BREAK ROOM ELEVATION ff 2 7/8" CONNECTION SERVICE DESK INSIDE ELEV. DUPLEX DUPLEX OUTLET OUTLET DATA/VOIC DATA/VOIC CONNECTION CONNECTION,,_ COMMUNICATIONS ROOM KEYED NOTES GENERAL NOTES. -DUPLEX OUTLET ON ISOLATED CIRCUIT WITH BREAKER LOCK, LOCATION TBD. -LABEL ACCESS POINTS PORTS IN PATCH PANEL WHERE DATA PORTS TERMINATE. -34'CONDUIT TO BE RUN ABOVE SERVER ROOM TO ROOF FOR SATELLITE TELEVISION FEED, -RACK MOUNTED PATCH PANEL WHERE ALL DATA PORTS (CAT6) TERMINATE. LABEL ACCESS POINTS PORTS. -THE INSTALLER OF THE SOUND SYSTEM IS RESPONSIBLE TO HAVE A 2 WIRE FEED OFF THEIR PAGING INPUT TO INTERFACE WITH PHONE SYSTEM. NOMINAL LENGTH OF 20'-0". 1. 120V 20 AMP DEDICATED LOCKING RECEPTACLE (NEMA L5-20R) TO PROVIDE POWER TO THE UPS (APC SMART UPS 2200 VA RM 2U 120V WITH L5-20P). DROP CORD INTO CABINET AND USE LADDER RACKING TO SUPPORT AS NEEDED. FINISH 1 2. 1 WALL MOUNTED AUDIO RACK BYAUDIONIDEO SUPPLIER. I I DATAIVOICE LINE. 4. �TELCO DEMARK 4" CONDUITS TO PHONE PED WITH PULL STRINGS, DROP CORDS INTO COMMUNICATIONS RACK CABINET AND USE LADDER RACKING TO SUPPORT AS NEEDED, 5. �COMMUNICATIONS RACK - APC NET SHELTER SX 42U 750mm x EC-1 1070mm ENCLOSURE. SUPPLIED BY ASHLEY AND INSTALLED BY AN VENDOR/ASHLEY QTY. I I I 6. NOT USED 7. SECURITY SYSTEM PANEL BY TENANT. POWER: 11 OV. 8 ALL COMMUNICATIONS ROOM WALLS COVERED TO 8'-0" AFF WITH 34'PLYWOOD. 9. QUAD OUTLET; ISOLATED CIRCUIT. 10. INSTALL (2) 4'-0'x 8'-0" SHEETS OF 3/4" BC PLYWOOD AT PHONE SERVICE CONNECTION, it ELECTRICIAN TO PROVIDE OUTPUT CABLE FROM UPS TO IDF UPLINK RECEPTACLE. THE CABLE SHALL HAVE NEMA 5-15P (PLUG INTO BACK OF UPS) ON ONE END AND L5-20R (PLUG INTO WALL) ON THE OTHER END. THE LENGTH OF CABLE SHOULD BE DETERMINED BY THE DISTANCE TO THE WALL. 12. IDF UPS UPLINK RECEPTACLE. L5-20P DEDICATED LOCKING FLANGED INLET ON WALL (HUBBELL HBL2315 AC FLANGED INLET). 13. ONE 3" CONDUIT ROUTED UNDERFLOOR OR OVERHEAD FROM COMMUNICATIONS ROOM TO IDF IN ELECTRICAL ROOM. :X OUTLET 14. ELECTRICIAN TO PROVIDE CABLE FROM IDF UPS UPLINK RECEPTACLE TO 4 GANG NEMA 5-15R DEDICATED RECEPTACLE SIGN MOUNTED 9-0" AFF TO C.L. FOR IDF IN OFFICE. RECEPTACLE AND COVER TO BE ORANGE AND LABELED "UPS POWER ONLY." THE LENGTH OF CABLE SHOULD BE DETERMINED BY THE DISTANCE TO THE ELECTRICAL ROOM. 15, IDF REMOTE CABINET MOUNTED ON WALL IN ELECTRICAL ROOM PER PLAN. % AN VOLUME ZONE CONTROL LOCATED INSIDE DOOR ON WALL 42" AFF TO C.L. (—,-�_SERVICE DESK WALL ELEVATION \\� IW=I�-O- QUAD OUTLET ON DEDICATED CIRCUIT COAXIAL CONNECTION WALL MOUNT PROVIDED BY ASHLEY 0 .0 AND INSTALLED BY AN VENDOR ENTRANCE MONUMENT WALL ELEVATION 2 114"=I�0" QUAD OUTLET ON DEDICATED CIRCUIT �4'46" 4'�" COAXIAL CONNECTI% m WALL MOUNT PROVIDED BY ASHLEY AND INSTALLED BY AN VENDOR MOMENT WALL ELEVATION QUAD OUTLET ON DEDICATED CIRCUIT RE -VIEWED FOR CODE COMPLIANCE APPROVED FEB 2 5 2020 City of Tukwila BUILDING DIVISION nECEWFO CITY OF TUKILA a B a I I JAN 2 12020 PERMIT CE14TER LU W F0— U) 04 0 cso ul) - Lo LLB 0 > (o cr) co < Ll- W= —j 0 < < oc) W < to LU () z 0� I, Z> (o < < 0 < — F— < F— z W Uj p(-) 0 n F- 0-1 c/) o- LU oc) 00 n Z r- W 00 CF) 00 < c/) o< r C) < U) j < CL :D F- O co D C/) I- F- US Q. CD z 0 Z) In z m UJ O J- PROJECT NO.: 19205 PROJECT MGR.: ND DRAWN BY: CHECKED BY: NL POWER AND COMM. DETAILS SERVICE DESK INSIDE ELEV. ()FEATURE WALL ELEVATION ,4 114"=1'-0' " 00 'N M-W-1111 it JACKSON I MAIN ARCHITECTURE P.S. 0 2019 GENERAL STRUCTURAL NOTES 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2015 F- EDITION). t- 2. DESIGN LOADING CRITERIA: `o ENVIRONMENTAL LOADS E EARTHQUAKE . ANALYSIS PROCEDURE: NONSTRUCTURAL COMPONENTS CH. 13 SITE CLASS=D, Sds=0.964, t SDC D, Ie=1.0, Q u� 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL N DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE E REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. d p 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND m DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL S ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH d ARCHITECTURAL AND STRUCTURAL DRAWINGS. y �j 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION, 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED OR REQUEST ADDITIONAL INFORMATION QUALITY ASSURANCE 8. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER, THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION IS REQUIRED UNLESS NOTED OTHERWISE. COLD FORMED STEEL DECK CONSTRUCTION PER ANSI/SDI QA/QC-2011 CONCRETE CONSTRUCTION PER TABLE 1705.3 EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER EPDXY GROUTED INSTALLATIONS PER MANUFACTURER PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. GEOTECHNICAL 9. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABUVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE . . . . . . . . . . . . . . . . . . 2500 PSF RENOVATION 10. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF, 11, CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS. CONCRETE 12. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 301, INCLUDING TESTING PROCEDURES, CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY REQUIREMENTS OF SECTION 1904 OF THE IBC. DESIGN STRENGTH IS f'c = 2,500 PSI. 13. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318-14, TABLE 19.3.2.1 MODERATE EXPOSURE, F1. 14, REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, FY = 40,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185, SPIRAL REINFORCEMENT SHALL BE DEFORMED WIRE CONFORMING TO ASTM A615, GRADE 60, FY = 60,000 PSI. 15. LONGITUDINAL REINFORCEMENT IN DUCTILE FRAME MEMBERS AND IN WALL BOUNDARY MEMBERS SHALL COMPLY WITH ASTM A706. ASTM A615 GRADES 40 AND 60 REINFORCEMENT ARE ALLOWED IN THESE MEMBERS IF (A) THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI AND (B) THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL TENSILE YIELD STRENGTH IS NOT LESS THAN 1.25. 16. WELDING OF GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 (S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE SUBMITTED. WELDING OF GRADE 60 REINFORCING BARS SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS SHALL BE PERFORMED USING E70XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. 17. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315-99 AND 318-14, LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-14, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS, NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 18. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) . . . . 2" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER). . 1-1/2- COLUMN TIES OR SPIRALS AND BEAM STIRRUPS . . . . . . . 1-1/2" SLABS AND WALLS (INT. FACE). . . GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" 19. CONCRETE WALL REINFORCING --PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: 6" WALLS #4 @ 16 HORIZ. 44 @ 18 VERTICAL 1 CURTAIN 8" WALLS #4 @ 12 HORIZ. #4 @ 18 VERTICAL 1 CURTAIN 10" WALLS #4 @ 18 HORIZ. #4 @ 18 VERTICAL 2 CURTAINS 12" WALLS #4 @ 16 HORIZ. #4 @ 18 VERTICAL 2 CURTAINS 20. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. 21. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). ANCHORAGE 22. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "HIT-HY 200" AS MANUFACTURED BY HILTI CORP. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-3187. BASE MATERIAL TEMPERATURE SHALL BE BETWEEN 14 DEGREES AND 104 DEGREES, F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDED BAR TYPE AND DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION AND EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. OVERHEAD INSTALLATIONS REQUIRE THE USE OF PISTON PLUGS (HIT-SZ,-IP) DURING INJECTION. OVERHEAD ANCHORS OR BARS MUST BE SUPPORTED WITH HIT-OWH, OR EQUIVALENT, UNTILL FULLY CURED. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL AND OVERHEAD INSTALLATIONS, 23. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG -BOLT 2" WEDGE ANCHORS AS MANUFACTUREDM COMPANY BY THE SI PION STRONG TIE COM AND INSTALLED IN STRICT CONFORMANCE TO ICC-ES REPORT NUMBER ESR-3037, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. PERIODIC SPECIAL INSPECTION IS REQUIRED TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR LOCATION, TIGHTENING TORQUE, HOLE DIMENSIONS, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. 24, CONCRETE SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "TITEN HD" HEAVY DUTY SCREW ANCHOR AS MANUFACTURED BY THE SIMPSON STRONG - TIE COMPANY, INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. EBR- 2713 (CONCRETE), NO. ESR-1056 (CMU), INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SCREW ANCHORS INTO CONCRETE MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED, 25, DRIVE PINS AND OTHER POWDER -ACTUATED FASTENERS SHALL BE LOW VELOCITY TYPE (SERIES X-U, 0.157" DIAMETER (STEEL), UNLESS OTHERWISE NOTED) AS MANUFACTURED BY THE HILTI CORP. OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT, INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2269. MINIMUM EMBEDMENT IN CONCRETE SHALL BE 11h" UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE, STEEL 26. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON: A. AISC 360 AND SECTION 2205.2 OF THE INTERNATIONAL BUILDING CODE. B. APRIL 14, 2010 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES AMENDED AS FOLLOWS: AS NOTED IN THE CONTRACT DOCUMENTS, BY THE DELETION OF PARAGRAPH 4.4.1, AND REVISE REFERENCE FROM "STRUCTURAL DESIGN DRAWINGS" TO "CONTRACT DOCUMENTS" IN PARAGRAPH 3.1. C. SPECIFICATION FOR STRUCTURAL JOINT$ USING ASTM A325 OR A490 BOLTS. 27, WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, FY = 50 KSI. OTHER ROLLED SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, FY = 36 KSI. STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E OR S, GRADE B, Fy = 35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, FY = 42 KSI (ROUND), FY = 46 KSI (SQUARE AND RECTANGULAR). CONNECTION BOLTS SHALL CONFORM TO ASTM A307. 28. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 29. ALL STEEL EXPOSED TO THE WEATHER OR IN CONTACT WITH GROUND $HALL BE CORROSION PROTECTED BY GALVANIZATION OR PROVIDED WITH EXTERIOR PAINT SYSTEM, UNLESS OTHERWISE NOTED. 30. ALL A-325N CONNECTION BOLTS NEED ONLY BE TIGHTENED TO A SNUG TIGHT CONDITION, DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH. 31. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES, ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. ALL COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT -20 DEGREES F AND 40 FT - LBS AT 70 DEGREES F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. 32. COLD -FORMED STEEL FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. COLD FORMED STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON AISI S100-12, "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS," AND ON THE 2012 NORTH AMERICAN STANDARDS FOR COLD FORMED STEEL FRAMING, INCLUSIVE. B. THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PROGRAM OVER ALL FABRICATION AND ERECTION ACTIVITY THROUGH THE USE OF AN INDEPENDENT TESTING AGENCY AND/OR A QUALIFIED REPRESENTATIVE OF THE STEEL MANUFACTURER. THE CONTRACTOR SHALL OBTAIN MILL CERTIFICATION FROM THE GAUGE STEEL MANUFACTURER OR SHALL SUBMIT TENSILE TESTS AND GALVANIZATION TESTS TO THE ENGINEER OF RECORD TO VERIFY THE ADEQUACY OF THE GAUGE MATERIALS. C. COLD -FORMED STEEL FRAMING MEMBERS INDICATED ON PLAN SHALL BE IN ACCORDANCE WITH THE "2015 IBC-SS14A PRODUCT TECHNICAL GUIDE" PUBLISHED BY THE STEEL STUD MANUFACTURERS ASSOCIATION, AND SHALL COMPLY WITH ICC-ES REPORT ESR-3064P, DESIGNATION: 600 S 200 - 54 DEPTH MEMBER FLANGE MATERIAL D. MATERIAL METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS FOLLOWS: ASTM A653, GRADE 50 FY = 50 KSI 12, 14, AND 16 GAUGE ASTM A653, GRADE 33 FY = 33 KSI 18 AND 20 GAUGE WHERE NOTED, PAINTED STUDS SHALL CONFORM TO: ASTM A570, GRADE E, FY=KSI. ALL 8 AND 10 GAGE MATERIAL SHALL CONFORM TO: ASTM A36, FY=36 KSI E. THE DESIGN OF INTERIOR COLD FORMED STEEL NON -BEARING WALLS, SOFFITS, CEILINGS AND OTHER MISCELLANEOUS FRAMING AND CONNECTIONS TO STRUCTURE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE REQUIREMENTS OF THE ARCHITECTURAL DRAWINGS. DESIGN AND DETAILING SHALL BE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON AND STAMPED DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. F. ACCESSORIES SHALL BE OF THE TYPE, SIZE, AND SPACING SHOWN ON THE DRAWINGS OF A MINIMUM 16 GAUGE MATERIAL UNLESS OTHERWISE SPECIFIED. FASTENING OF COMPONENTS SHALL BE BY WELDING OR SCREWING OR BY OTHER MEANS OF FASTENING AS INDICATED ON THE DRAWINGS. PROVIDE MISCELLANEOUS CLIP ANGLES, LEDGERS, AND ACCESSORIES OF A MINIMUM 16 GAUGE OR THE THICKNESS OF THE MATERIAL V BEING FASTENED, WHICHEVER IS GREATER, FOR CONNECTIONS AND BEARING CONDITIONS NOT OTHERWISE NOTED IN THE DRAWINGS. WELDS SHALL BE OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION: WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC -RICH PAINT. G. SCREWS: ALL SCREWS (REFERRED TO AS TEK) SHALL BE SELF -TAPPING SELF - DRILLING FASTENERS THAT ARE ZINC COATED AS MANUFACTURED BY HILTI KWIK- FLEX (ICC-ES ESR-2196), OR APPROVED EQUAL. THE MINIMUM SCREW SIZE/TYPE/POINT SHALL BE #8-18 (#2 POINT) OR #10-16 (#2 POINT) FOR USE IN 20 GAUGE THROUGH 16 GAUGE, AND #10-16 (#3 POINT) OR #12-14 (#2 OR #3 POINT) FOR HEAVIER THAN 16 GAUGE UNLESS NOTED OTHERWISE. SCREWS FOR SHEATHING CONNECTIONS SHALL BE OF THE PROPER SIZE AND TYPE FOR A POSITIVE SHEATHING -TO -METAL CONNECTION. ALL SCREW CONNECTIONS SHALL BE MADE FROM THE LIGHTER MATERIAL INTO THE HEAVIER MATERIAL UNLESS NOTED OTHERWISE. SCREWS SHALL HAVE A MINIMUM PROJECTION OF 3 THREADS THROUGH THE LAST MATERIAL JOINED AND SHALL HAVE MINIMUM EDGE DISTANCES AND CENTER -TO -CENTER SPACING OF 1-1/2 AND 3 SCREW DIAMETERS, RESPECTIVELY. ALL SCREWS SHALL CONFORM TO SAE J78 AND SHALL BE COATED WITH A CORROSIVE -RESISTANT COATING. THE SCREW MANUFACTURER SHALL PROVIDE VERIFICATION OF THE FASTENERS RESISTANCE TO HYDROGEN EMBRITTLEMENT, UPON REQUEST. H. WELDING OF COLD -FORMED METAL FRAMING SHALL CONFORM TO AWS D1.3 AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS QUALIFIED TO PRODUCE THE SPECIFIED CLASSES OF WELD. I. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR ALL STUD WALLS NOT SHOWN, EXTERIOR WALL STUDS SHALL BE MINIMUM 20 GAUGE (33 MILS) SPACED AT 16" O.C. UNLESS INDICATED OTHERWISE. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 800S162-54 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR MULTI -STUD OR STEEL COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW, J. ALL STUD WALLS SHALL HAVE THEIR BOTTOM TRACKS ATTACHED TO FRAMING BELOW WITH #8 SCREWS AT 24" O.C. OR ATTACHED TO CONCRETE WITH 0.157" DIAMETER DRIVE -PINS @ 24" O.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE WELDED TO EACH OTHER IN ACCORDANCE WITH THE DETAILS. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND STRAP BRACING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES SCREWED TO ALL STUDS, TOP AND BOTTOM TRACKS AND BLOCKING WITH SCREWS AT 12" O.C. TRACK SECTIONS SHALL MATCH THE WALL STUD GAUGE, BE UN -PUNCHED AND HAVE AT LEAST 1-1/4" FLANGES. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 5 2020 City of Tukwila BUILDING DIVISION RECE IifE0 CITY OF i i✓IWILA JAN 21 2020 W � �// LL O t� V l W 04 0 r d co 'S� L0 W 0 >m Q U J QQ Wa or.- U) zU 75; Q O Q I-- ��e/ LL n/ w t1 F_ z W W OV CO-Z Uj W00 CL W CO 00) 00 it W W U) -i (.) Q �r V J ...I Q r I- J U � _ 0 } U — Z J � W U W :5 aJ O' U h N W a W, a' 001 zz 0 J_ 0 J_ 0] 21 z m O O N U) N a� � \,�• REGISTERE •.) ARCHITECT ATT W E ASE `-vAr_. �}' •taAs+UNG(UN � PROJECT NO.: 19205 PROJECT MGR.: NO DRAWN BY: NO CHECKED BY: ML PERMIT CENTER STRUCTURAL DETAIL CALLOUTS JACKSON I MAIN ARCHITECTURE P.S. ® 2019 d 0 E E N Q 4 l51 7 8 Z; z wI --- - ----- 178' W wi �-85/8" 12' - 2 7/16" 38' 0" 38 0 38' - W 38' - 3" -I i - -- I I I I 1 i 1 I � 1 i 1 — JANITOR COMMON ELEC. ELEC. 106 102 OPEN CEILING 100 OPEN CEILING � i I p;A1 OPEN CEILING ( 18'-0" +J- 1 MEN BREAK RECEIVING 103 " ROOM GYP. BD. CEILING 101 9' 0" 107 OPEN CEILING CE ACT& GRIDWOMEN — -- — — — — 104 GYP. BD. CEILING ".' 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OFFICE 119 \ CE-2ACT +GRID 10,_0„ �. —El— — — — --- - - — \ GYP BD \ \ CANTILEVER y• 1 , 1 ENTIRANCE SHOWROOM I SHOWROOM J OPEN CEILING \ % 124 125 VESTIBULE 18'-0" +i- \ r r OPEN CEILING OPEN CEILING 1 18'-0" +!- 18'-0" 121 1 EXISTING ACT & GRID I SSK#2/SO3 16'_0" �— CE-1 COMM � � � � OPENG D SPRINKLER RISER 128 RI 6 6' ' A-702 ® 123 OPEN CEILING , OPEN CEILING ro 21.03 -OPEN CEILING Ti 21.04 I 1 _ i 1 I I i 1 i 1 I I I I I ( I I 1 I STRUCTURAL DETAIL CALLOUTS 3/32" =1'-0" 0 m REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 5 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF i UMVILA JAN 21 2020 PERMIT CENTER PLAN NOTES 1) FOR CANTILEVER INTERIOR PARTITION WALL CONSTRUCTION, REFER TO SCHEDULE PER SSK#2/S03. 2) FOR SUSPENDED CEILINGS, PROVIDE SEISMIC BRACING PER DETAIL SSK#7/S03. 3) REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 4) REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. 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