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Home My WebLink AboutPermit D19-0018 - EMERALD CITY SMOOTHIE - TENANT IMPROVEMENT WITH OCCUPANCY CHANGE TO GROUP BEMERALD CITY SMOOTHIE 17139 SOUTHCENTER PKWY D19-0018 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 111.2 of the 2015 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: Occupant/Tenant: Building Address: Parcel No.: Property Owner: Use: Occupancy Group/Division: Type of Construction: Automatic Sprinkler System: Design Occupant Load: ight, Building Official D19-0018 Emerald City Smoothie 17139 Southcenter Pkwy 2623049071 KTM Group LLC 2940 Fairview Ave E Seattle, WA 98102 Business A-2 VB Provided: Yes Required: Yes 13 Occupants Date THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Parcel No: Address: �~^�xv »�� Tukwila .~�~vv�o nU�m^w��xa Department of Community Development G3006outhcenterBoulevard, Suite #1O0 Tukwila, Washington B8188 Phone: 206-431-3670 Inspection Request Line; 206'438'93Sn Web site: http://vvww.Tukwi|aVVA.gov DEVELOPMENT PERMIT 2623049071 17139SOUTH[ENTERPKVVY Project Name: EMERALD CITY SMOOTHIE Permit Number: O19-0018 Issue Date: 2/8/2019 Permit Expires On: 8/7/2019 Address: Z94OFAIRVIEW AVE E'SEAlTLE,WA, 98102 Contact Person: Name: PAULFRANKS Address: 190O5NE15lSTSTREET, VV000NV|LLE'VVA 98071 Contractor: Name: DPT|K4DSC0NSTAND DEVINC Address: PDBOX 842O6,S[AlTLE'WA, 9OIZ4 License No: OPOK4CD856LK Lender; Name: Address: Phone: (425)785-8780 Phone: (425)443-6366 Expiration Date: 6/12/2019 DESCRIPTION OFWORK: TENANT IMPROVEMENT �97 SQ FT. OCCUPANCY CHANGE FROM GROUP TOGROUP B. Project Valuation: $69,850�00 Type mfFire Protection: Sprinklers: YES Fire Alarm: YES Type nfConstruction: VB Electrical Service Provided by: TUKWILA Fees Collected: $2,097.51 Occupancy per IBC: B Water District: TUKVVLA Sewer District: TUKVV|LA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: ZOzs 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VVACZ9b-468: y Code: Public Works Activities: Channel ization/Sthping: [urb[ut/Aceo/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|in&/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: Date: ~~fU I ��.��,� �- I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions uflaw and ordinances governing this work will becomplied with, whether specified herein ornot. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state o/local laws regulating construction nrthe performance nfwork. |amauthorized tosign and obtain this development permit and agree tothe conditions attached tnthis permit, Date: �� _.^�� ~� Ts k-6 7? Alc,�' This permit shall become null and void if the work bnot commenced within 18Odays for the date nfissuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: l: ~*~8U|LD|NGPERMIT CONDOOONS' 2: Work shall beinstalled inaccordancewiththeapprovedcnnstmcdonducuments,andanychangesmode during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall bekept atthe site nfwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended! ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. 46[E7,Chapter z3. 5: Partition walls shall not hetied toasuspended ceiling grid. All partitions greater than 6feet inheight shall belaterally braced tothe building structure. Such bracing shall beindependent ofany ceiling splay bracing. 6: All construction, shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior toopening ordoing any food processing. Arrangements for final Health Department inspection shall bemade hycalling Seattle/King County Department ofPublic Health, (1'8O0'3Z5'6165ext9'566)'atleast three working days prior todesired inspection date. Onwork requiring Health Department approval, |tis the contractor's responsibility tnhave aset nfplans approved bythe agency onthe job site. 8: 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 ovonts. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed inthe State ofWashington, Periodic special inspection isrequired during anchorage ofstorage racks 8feet nrgreater inheight. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 14: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 16: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 17: A separate Tukwila Plumbing Permit is required for any plumbing work inside the building; cut sheet/spec is required for the grease trap/interceptor. 18: A separate Tukwila Plumbing Permit is required for any plumbing work inside the building; cut sheet/spec is required for the grease trap/interceptor. 22: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 19: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied, Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906,9) 20: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 21: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7,2, 7.3) 23: Maintain fire extinguisher coverage throughout. 24: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010,1.9) 25: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 26i Exit hardware and marking shall meet the requirements of the International Fire Code, (|F[Chapter l0 27: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching ortwisting nf the wrist tooperate. (|F[1O10.1.9.l) 31: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building isaltered, remodeled oradded to. Alterations tofire protection systems shall bedone inaccordance with applicable standards. (|FC90l.4) 29: Sprinklers shall beinstalled under fixed obstructions over 4feet (1.lm)wide, (NFP4I3'8.6.l3.3) 28: All new sprinkler systems and all modifications toexisting sprinkler systems shall have fire department review and approval nfdrawings prior toinstallation ormodification, New sprinkler systems and all modifications tnsprinkler systems involving more than SDheads shall have the written approval ofFactory Mutual prany fire protection en8ineer|icensedbytheStateofVVashingtnnandapprovedbytheFiro Marshal prior tosubmittal tothe Tukwila Fire Prevention Bureau, Nosprinkler work shall commence without approved drawings. (City Ordinance No. Z436). 32: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. Nowork shall commence until afire department permit has been obtained, (City Ordinance #Z4]7)(|F[901�2) 33: Maintain fire alarm system audible/visual notification. Addition/relocation ofwalls orpartitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #Z437) 34: Anelectrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 35, The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No, 8O3llufthe International Building Code. 36� 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 nrroad fronting the ppoperty. These numbers shall contrast with their background, Address numbers shall beArabic nvmbpo uralphabet letters. Numbers shall beaminimum cf4inches (lO2mm)high with aminimum stroke width of[\5inch (1Z.7nnnn). (|FC 505.1) 30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436and #Z437) 37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition urviolation. 38: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at(2O6)S7E'44O7. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (Zn6)4]8-9]50 1700 8U|LD|NGRNAL~~ 0301 CONCRETE SLAB 1400 FIRE FINAL 0201 FOOTING 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0608 PIPE INSULATION 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southeenter Blvd, Suite IOU Tukwila. WA 98188 iltV; lu\\Aoo Building Permit No. b)ci Project No. Date Application Accepted: I Date Application Expires: (For office use out)) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications kit,' not be accepted through the mail or by fax. "Please Prim" SITE LOCATION King Co Assessor's Tax No.: 262304907104 Site Address: 17139 S011thOellter Parkway, Tukwila, WA 98188 Suite Number: Floor: 1 Tenant Name: Emerald City Smoothie PROPERTY OWNER Name: KTM Group LLC Address: 2940 Fairview Avenue East City: Seattle State: WA Zip: 981.02 CONTACT PERSON — person receiving all project communication Name: Paul Franks Address: 19005 NE 15Ist Street City: Woodinville State: wA Zip: 9807 I Phone: (425) 785-8780 Fax: Email: pau lIran ks@frontier.corn GENERAL CONTRACTOR INFORMATION Company Name: Optimus Construction Address: P.O. Box 84206 City: Seattle ' . te: WA Zip: 98 24 Phone: (206) 243-2000 Fax: Contr Reg No.: OPTIMCD856LK Exp Date: Tukwila Business License No.: 11,,Applicat ions.,Fimns-Applicat ion b On Line•2011 Appli,ilions.Perniit Application RCN ISCti - S-9-I I Alocx ised: August 20 I New Tenant: J Yes El ..No ARCHITECT -OF _RECORD . Company Name: Paul Franks Architecture Architect Name: Paul Franks Address: 19005 NE 151st Street (it)'. Woodinville State: WA Zip: 98072 Phone: (425) 785-8780 Fax: Email: paulfranks@frontier.com ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for pivjects,.$5009 or greater per RCW 19.27.095)' Name: Address: Cily' State: Zip: Page 1 of 4 Valuation of Project (contractor's hid price): S 69,85() Describe the scope of work (please provide detailed information): Tenant improvement I ,397 sy. fl. Occupancy change from Group M to Group B. ❑ Ycs Z., No eparate permit and plan submittal will be required, Provide All Building Areas in Square Footage Below l xisting interiar ftett}odel Addition to Existing Structure New Type of Construction per IBC Type of ., Occupancy per IBC 1" Floor 1,397 1,397 0 0 Vb B 2" Floor 3"t Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck. Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus anv decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling!, pr<avicfe.the ffrllowing. Lot Area (sq ft): Floor area of Existing Building Valuation: $ 3,962,500 tcipal dwelling: Floor area of accessory dw *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Nutttber of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Compact: Handicap: 0 No If "yes', explain: FIRE PROTECTION/H,A'7_,1ltl}E}US I\lATEI(IALS: ® Sprinklers ❑.._...Autonratie Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ® No I/' "yes ', attach /is? o/nroterials locations OH a separate 8-1 2 '.r I 1 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑... __ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department, 0 Appllugs Fern-AppIicu1. ICavised' \ g" 2611 hh ?u tins :Of I ,1pph Apph :ion Ra,isasi- -H-1 f.dou.v Page 2 cti 4 PUBLIC WORKS PERMIT NFORMATION — 206-43-0179 Scope of Work (please provide detailed " rination): Cali before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and est a h e . Water District [21 ...Tukwila 0 _Water A labi v Provided Q. Water District #I25 „IliIiIinc Sewer District VieW Renton 0 ...Sewer 'se (ert tie 0...Sewer Availability Provided 0 .. Renton 11.. Seattle Septic syston: On -site Septic System For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") ..'I echnical Intiirmation Report (storm l)minagei ..C.icotechnical Report 0 ...Bond 0 .. Insurance Easement(s) Proposed Activities (mark boxes that aunty): 0 ...Right-of-way Use - .Nonprofit ibr less than 72 hours 0 ...Right-of-way Use - No Disturbance ...ConstructioniExcavationlFill - Right-of-way 0 Non Right-of-way 0 El ...Total Cut El] ...Total Fill cubic yards cubic yards 0 ...Sanitary Side Sewer ..• .Cap or Remove Utilities 0 ...Frontage Improvements 0 ...Traffic Control ..• .Backtlow Prevention - Fire Protection Inig,ation Domestic Water .. • Maintenance Agreement(s) 0...Traffic Impact Analysis 0...Hold Harmless — (SAO) 0...Hold Harmless — (ROW) 0 .. Right-of-way Use - Profit for less than 72 hours .. • Right-of-way Use — Potential Disturbance - O .. Work in Flood Zone .. • Storm Drainage o .. Abandon Septic Tank 0 .. Curb C:ut 0 .. Pavement Cut .. Looped Fire L.ine D .. Grease Interceptor Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding 0 ...Permanent Water Meter Size,.. WO # 0 ...Temporary Water Meter Size WO # 0 ...Water Only Meter Size WO # 0...Deduct Water Meter Size 0 ...Sewer Main Extension Public IIJ Private El 0 ...Water Main Extension: Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer Monthly Service Billing to: Name: 0 ...Sewage 'Freatment Day Telephone: Mailing Address: City State Zip Water Meter Refiind/Bi I ing: Name: Mailing Address: Day Telephone: (Thy State Zip Appliottiow Liiie 2(111 ion - ti-9- Revised, 25hh I 1 Page 3 of 4 PERMIT APPLICATION NOTES — Value. of Construction In ail eases. a value of construction iimount 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 tee schedules. Expiration of Plan Review Applications for which no permit is issued within I SO 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 writini,. iind justifiable cause demonS-tratcd. Section I05.3.2 International Building Code (current edition). I I IEREBY CERTIFY TIIAT 1 I 'AVE READ AND F.XAM I NED TIIIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERI t;R Y BY TI E LAWS /12 TI IF STATE OF WAS I I I NGTON„AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT, BUILDING OWNS Signature: Prim Name: Paul Franks Date: 01/14/2019 Day Telephone: (425) 785-8780 Mudiiug Addres..: I 9005 NE 15Ist Sn-cei Woodinville WA 98072 City Slaw Zip i-1,,,Applivaiions-Fornu-Appli,811011, On L., L'.01 I Applicatioo Reviaed: AugusT 2011 1,11 Page 4 of 4 DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK I PAID $1,305.08 D19-0018 Address: 17139 SOUTHCENTER PKWY Apn: 2623049071 $1,305.08 DEVELOPMENT $1,244.12 PERMIT FEE R000.322.100.00.00 0.00 $1,219.12 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $60.96 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R16828 R000.322.900.04.00 0.00 $60.96 $1,305.08 Date Paid: Friday, February 08, 2019 Paid By: EMERALD CITY SMOOTHIE Pay Method: CASH Printed: Friday, February 08, 2019 10:51 AM 1 of 1 Y Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT D19-0018 Address: 17139 SOUTHCENTER PKWY Apn: 2623049071 QUANTITY PAID $792.43 $792.43 DEVELOPMENT $792.43 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R16513 R000.345.830.00.00 0.00 $792.43 $792.-43 Date Paid: Wednesday, January 16, 2019 Paid By: PAUL FRANKS ARCHITECTURE Pay Method: CHECK 8471 Printed: Wednesday, January 16, 2019 8:46 AM 1 of 1 TEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431- 670 Permit Inspection Request Line (206) 438-9350 Pr3Lect: -EX 3440 Type of Inspection: 1301L-ONG-- Address: /7/3 ..0007-Hera/V7AW Date Cal ed: Special Instructions: Date Wanted: 5 /45) a.m. p.M. Requester: 'Phone No: Approved per applicable codes. 1 1 Corrections required prior to approval. CO ENTS: Inspec Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projec • Typeof1nspecti - 7 : Addres< /7 /39 ate Called: Special Instruc on : Dat Wanted: . . • Requester: Phone No: ‘-5-7 753 pproved per applicable codes. 1 Corrections required prior to approval. co n pec Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Not cote., Project: 0 fitadeA4)? Type of n p on: de Address: Date Called: Special n uc on : iDate Wanted: a p.m. Requester: Phone No: 4zo-- s•ews 5f6 1 J Approved per applicable codes. Corrections required prior to approval. COMMENTS: tiNte. Inspec Date: 143 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedute reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. M as CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: fltt4t- TypeoftnspLUjv - Address: /7'3' . Date Cal e : Special lnstruc on : 0 • Dat Wanted: . P. clm- Re ueste00 : Phone No. LIIIApproved per applicable codes. Corrections required prior to approval. COMMENTS: ns pector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. EvT coo co PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0018 DATE: 1/16/19 PROJECT NAME: EMERALD CITY SMOOTHIE SITE ADDRESS: 17139 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: K1 OP $111 Building Division mil i)17AWO 01 Public Works PRELIMINARY REVIEW: Fire Prevention Structural Planning Division Permit Coordinator 11111 Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 1/17/19 Structural Review .Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Iss Approved with Conditions DUE DATE: 2/14/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping Ej PW L Staff Initials: 12/18/2013 Joanna Spencer From: Todd Reedy Sent: Tuesday, January 2Z,20191:41 PM To: Joanna Spencer Hello Joanna, 17139 Southcenter Parkway is current on backflow preventer installation and testing, Thanks, Todd Reedy Water Quality Specialist Tukwila Water Department (206)431-2169 (206)571-6309 cell From: Joanna Spencer Sent: Thursday, January 17,ZO199:34AM To: Todd Reedy <Todd.Reedy@Tukwi|aVVA.gox> Cc: David McPherson <David.McPherson @Tukvvi|aVVA.8ov> Subject: Ern City Smoothie TI @ 17139 SC Pkvvy D19'0018 Hello Tad, Home Espanol Contact Search L&I StAien Safety & Health Clik k Washington State Department ot j Labor & Industries Claims & Insurance A-Z Index Itelp Workplace Rights Trades & Licensing OPTIMUS CONST AND DEV INC Owner or tradesperson Principals MCNEILL, DERRICK JOSEPH, PRESIDENT MCNEILL, DERRICK JOSEPH, AGENT Doing business as OPTIMUS CONST AND DEV INC WA UBI No, 603 504 296 P.O. BOX 84206 SEATTLE, WA 98124 425-443-6366 KING County Individuals identified as "Go.../erning Person(s)" on the Business License Application to the State of Washington as received by Labor & Industries. These include !tile proprietors, partners, corporate officers, or LL.0 members, Business type Corporation Governing persons DERRICK JOSEPH MCNEILL DERRICK JOSEPH MCNEILL; License 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. OPTIMCD856LK Effective — expiration 06/12/2015— 06/12/2019 Bond Philadelphia Indemnity Ins Co Bond account no. PB00157000075 Received by L&I 06/12/2018 Bond history Insurance TOKIO MARINE SPECIALTY INSURAN Policy no. PPK1843752 Received by L&I 06/28/2018 Insurance history Savings No savings accounts during the previous 6 year period. $12,000 00 Effective date 06/09/2018 Expiration date Until Canceled $1,000,000.00 Effective date 07/01/2018 Expiration date 07/01/2019 Help us improve / • Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp L&I Account ID 529,097-00 Doing business as OPTIMUS CONSTRUCTION AND DEVIL Estimated workers reported Quarter 4 of Year 2018 "7 to 10 Workers" L&I account contact T2 / CHRISTOPHER WASSON (360)902-6331 - Email: WASQ235@lnima.gov Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Washington State Dept. at Labor Industries. Line of this site is subject to the laws of the state of Washington. Help us improve Emerald City Smoothie 17139 Southcenter Parkway Tukwila, Washington 98188 BUL Alliance, LLC, a Washington limited liability company dba Emerald City Smoothie DESIGN TEAM TENANT UL Alliance, LLC, a Washington noited labilityparry dba peDO merald CitySmoothie 120 NE 116th Place, Apt. 6 ITeleph r1dand,_Washington 98034 vgem Tsvetanoy iE- l--mall Paul Franks Architecture 19005 NE 151st Street 1'releph Woodinville, Washington 98072 !E-mail Paul Franks, Principal Architect '[Cell welosite wwa- 017thdo us Construction PO Box 84206 Seattle WA 98124 Rick McNeill KTM Group LLC c/o, First Western Properties - Management 2940 Fairview Avenue E. _ Seattle, WA 98102 Kevin kcNultyL__,_,_ 298-7752 CODES & REGULATIONS iS, 1-1---�,.�-�l-l�.-I��,�'',---,-� ---------- ---------- --- !see State Building Code Council --- ------ -- State Building Code (SBC) is the minimum construction requirement for the state of Washington includes: gencho.976905ighlaiLoorn 'IBC 12015 International Building Code With statewide amendments I CC/A N S I All 7 1 -09 Accessible and Usable Buildings and Facilities, with !ICCA117.1 i Is tatewide amendments (425) 785-8780 I a - utfr I an - ks@f - r , orti rc.hrl NFPA 54 ---- -------- 12015 International Residential Code with statewide amendments (425) 785-8780 1IMC ----------- - 2015 International Mechanical Code with statewide amendments 1- nksarchit-ture.rem 11 - 11FGC 11 1 . -_ "1 1-11-1-- _ - 12015 International Fuel Gas Code with statewide amendments (part of the 1 MC adoption) ( 206) 243-2000 ITC 12 015 International Fire Code with statewide amendments ,ick@optimusconst.com {UPC 12015 Uniform Plumbing Code with statewide amendments ;206) 778-5838 WSEC 2015 International Energy Conservation Code/Washington State Energy Code IEBC 2015 International Existing Building Code with statewide amendments found Tin the IBC 12017 National Electrical Code (NFPA 70) -- Please see the Department of !NEC !Labor and Industries for information on the adoption and amendment of the I i INational Electrical Code. JURISDICTION PERMIT CENTER 'Building, plumbing, sign, 'electrical & mechanical permits City of Tukwila 6300 Southcenter Blvd., #100 tTelephone (206) 431-3670 Tukwila, WA 98188 j Fax '(206) 431-3665 HEALTH DEPARTMENT King County Department of Public Health Ford Establishment permit APPROVALS REQUIRED !PERMITS &APPROVALS REQUIRED 1 IDE-R.-j.. 1111RISDICTICIE! I PARTY RESPONSIBLE "ES FOR APPLICATION I PERMIT ICITYOFTUKWILA I 4L/ MECHANICAL 1, PERMIT CITY OF TUKWILA PLUMBING I ELECTRICAL Website pts/health/environ mental- i PERMIT CITY OF TUKWILA 'health/food - -safety/ford business -leermit.a S px l EXTERIOR SIGN PERMIT CITY OF TUKWILA KING COUNTY FOOD SERVICE HEALTH PERMIT DEPARTMENT-FOC PROTECTION PROGRAM mit sumbittal: Permits can submitted in person lout appointment SEPARATE PERMIT RrIR DFOR: MZ.nical Eleollicall Plumbing Lh Gas Piping City ofTukwila BUILDING DIVISION Environmental Health I Food Protection Program Bellevue Eastgate: 14350 BE Eastg ate Way, Bellevue WA 98007 1 Main number: 206- FILE C Mo� 477-805 0 Permit No. 1 Plan review approval is subject to errors d,o omissions Approval of construction aocurnents, does 1101 authroze the violation of any anfuDlad lode or ordinance Ramer of am-ec Fein Copy and — !IFIDEgec: PROJECT SITE By 7-- CUR., C." �' TPI LU SO Di "G .11VIIS110M Z Parkway Village LU 17139 Southcenter Parkway Tukwila, ukwila, Washington 98188 _REVISIONS 0 '-MINKLER BLVD No changes $hml be made to the scove of work witnoul prior approval of the Tukwila Building Division, NOTE: Revisions will require a new plan, ra submittal and may include additional plan review. COPYRIGHT NOTICE THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN *ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, THE DESIGN IN WHOLE OR PART CAN LEGALLY RESULT IN MONETARY COMPENSATION TO PAUL FRANKS ARCHITECTURE, VICINITY MAP SCOPE OF WORK SC.-.1w®R. WORK WORK NOT EXISTING - ..F�RE`NCE REFERENCE DESCRIPTION INCLUDED INCLUDED TOM IN THIS Co., NO WORK -is ONIT Dy.-Ens C-Intinny TEMPORARY FACILITIES I TEMPORARY SANITARY FACILITIES X 2 ELECTRICAL POWER DURING CONSTRUCTION X 3 ELECTRICAL POWER DURING CONSTRUCTION X 4 TEMPORARY HEAT DURING CONSTRUCTION X 5 TEMPORARYVENTILATION AND EXHAUST X 6 ALL CONSTRUCTION AIDS LADDERS, BARRIERS, SCAFOLDING X SITE WORK 7 ALL SITE WORK X DEMOLITION DEMOLITION AS REQUIRED AND AS NOTED ON THE DRAWINGS X SAW -CUTTING EXISTING CONCRETE SLAB AS REQUIRED X FLOOR SLAB CONCRETE FLOOR SLAB REPAIR 10 WHERE REMOVED FOR INSTALLATION OF UNDERGROUND PLUMBING 8, X ,ELECTRICAL WORK. WALLS 11 LIGHT GAGE METAL FRAMED PARTITIONS & GYPSUM WALLBOARD X 12 GYPSUM WALLBOARD X FINISHES 13 INTERIOR FINISHES PER INTERIOR FINISH SCHEDULE X 14 SUSPENDED ACOUSTICAL CEILINGS NEW AND ADJUSTMENTS TO EXISTING X WINDOWS & DOORS 15 EXTERIOR DOORS, FRAMES 8, HARDWARE X 16 INTERIOR DOORS, FRAMES & PER DRAWINGS X HARDWARE 17 STOREFRONT SYSTEMS X ROOFING SYSTEM ROOF REPAIAT PENETRATION AT 18 NEW PLUMBING VENTS WHERE X OCCURS SIGNAGE 19 TENANT INTERIOR SIGNAGE EXCEPT AS NOTED ON THE DRAWINGS X 20 TENANT EXTERIOR SIGNAGE X 21 BUILDING ADDRESS SIGN X HVAC MECHANICAL SYSTEM 22 HVAC ROOFTOP UNITS X 23 ITHERMOSTAT X 24 MAIN TRUNK DUCTWORK DROP X 25 DUCTWORK AND DISTRIBUTION X 26 TOILET ROOM EXHAUST VENT X PLUMBING SYSTEM 27 PLUMBING -INTERIOR WATER SUPPLY VERIFY THAT THE EXISTING SERVICE SIZE X IS SUFFICIENT 28 PLUMBING -INTERIOR SANITARY STUB TO INTERIOR X DRAIN 29 PLUMBING -INTERIOR FIXTURES X TRIM 30 SANITARY VENT X FIRE ALARM SYSTEM 31 MANUAL FIRE ALARM PER REBA 72 NOT REQUIRED 32 SPRINKLER WATER FLOW ALARM LEG 905.9) NOT REQUIRED 33 AUTOMATIC HEAT DETECTION NOT REQUIRED 34 AUTOMATIC FIRE ALARM X FIRE SPRINKLER SYSTEM 35 FIRE SPRINKLER SYSTEM REMODEL EXISTING SYSTEM X ELECTRICAL 36 ELECTRICAL SERVICE EQUIPMENT VERIFY THAT THE EXISTING SERVICE SIZE I IS SUFFICIENT X 37 SERVICE EQUIPMENT GROUND X 36 EXTERIOR BUILDING LIGHTING X 39 EXTERIOR ]-BOXES FOR TENANT SIGNAGE X 40 INTERIOR LIGHTING X 41 INTERIOR EMERGENCY LIGHTING X 42 INTERNET X 43 CABLE TV X 44 TELEPHONE X FOOD SERVICE EQUIPMENT 45 FOOD SERVICE EQUIPMENT X 46 FOOD SERVICE EQUIPMENT DELIVERY TO SITE AND INSPECTION X FOOD SERVICE EQUIPMENT 47 TEMPORARY STORAGE PRIOR TO X INSTALLATION 48 FOOD SERVICE EQUIPMENT X ASSEMBLY X FOOD SERVICE EQUIPMENT INCLUDING POSITIONING AS NOTED ON 49 INSTALLATION THE DRAWINGS, ANCHORAGE, PLUMBING X JAND ELECTRICAL CONNECTIONS CLEANING 50 ALL CONSTRUCTION AND FINAL CLEANING X 51 REMOVAL AND DISPOSLA OF ALL X CONSTRUCTION DEBRIS DRAWING INDEX Z R U, 0 z DRAWING DESCRIPTION I Al COVER SHEET, DESIGN TEAM, PROJECT DESCRIPTION, VICINITY MAP, DRAWING INDEX, PERMITS & APPROVALS REQUIRED!, SCOPE OF WORK, REGULATORY CODES & REGULATIONS 1 2 IA2, 1 1 BUILDINGLODE SUMMARY A2., (BUILDING CODE SUMMARY & REQUIREMENTS, FOOD jSERVICE REGULATIONS SUMMARY 1 4 1A23 I WSEC LIGHTING COMPLIANCE FORMS 5 JA3 !SITE PLANS, LAND USE DATA 6 1 A4.1 DEMOLITION FLOOR PLAN & DEMOLITION PLAN 7 jA4.2 FURNISHINGS, EQUIPMENT AND STORE FIXTURE PLAN 8 A4.3 FLOOR COVERING PLAN & REFLECTED CEILING PLAN I 9 A4A j ELECTRICAL PLAN & LIGHTING PLAN 10 IA5,1 j INTERIOR ELEVATIONS 11 JA6.1 I DETAILS: SUSPENDED CEILING SYSTEM 12 jA6.2 DETAILS; DOORS, BASE SEALANTS, MISC., ASSEMBLIES 13 A6.3 DETAILS; LIGHT -GAUGE STEEL STUD FRAMING 14 IA6 A I DETAILS; CABINETS & COUNTERTOPS 15 i,A7.1 I FOOD SERVICE EQUIPMENT SCHEDULE 16 A7.2 (STORE FIXTURE SCHEDULE 17 A7.3 1PLUMBING FIXTURE SCHEDULE & NOTES 18 1 A7.4 (TOILET ACCESSORIES & SIGN SCHEDULES & DETAILS 19 1 A7.5 I DOOR SCHEDULE & INTERIOR FINISH SCHEDULE 1 20 rA8.1 ISPECIFICATIONS 1 21 JA8.2 ISPECIFICATIONS PROJECT DATA & SUMMARY 1 PR03ECT PERMIT DATA PROJECT NAME I Emerald City Smoothie PR03ECT SITE ADDRESS 117139 Southcenter Parkway Tukwila, Washington 98188 'JURISDICTION ICITY OFTUKWILA KING COUNTY, STATE OF WASHINGTON1 LAND USE ZONING ITUKWILA URBAN CENTER (FUC)(C.AP+FER.) 16 28j 18.28 COMMERICAL CORRIDORJE.Za.. SHOPPING CENTER.. 18,06.750 Shopping Center, Planned "Planned shopping center" means a groupof architecturally Poll commercial establishments built on E Itte which EXISTING USE Is fanned, developed, Owned, and managed as 18.06,750 an operating unit related in its location, size, type of shops to the trade area that the unit serves. The unit provides on site parking In I definite relationship to the types and total size all the stores, SHOPPING CENTER, RESTAURANTS WITH PERMITTED USES ASSOCIATED COCKTAIL LOUNGES AND ;TABLE 18-2 SIDEWALK CAFES I PARCEL SIZE 1161,607 of LIZ STANDARD + 6 ACCESSIBLE, 2. Any off- I !EXISTING PARKING street parking area ahEdd.y.L,b1,eto..1 established shall not be re a hereafterthe required in Table 18-5. Any change of use must 18,28.260 act the parking requirements of the new use. '!REQUIRED USES: For Commercial Corridor, see Figure 118-7. !18 28 260 & PARKING SHOPPING CENTER 25,000-499,999 So, I TABLE 18-5 FT 4/1000 BE, BICYCLE 1/50 STALLS 2 MIN. Ily 18-7 127840 / 1000 = 27.84 PARKING REQUIRED = 4 'PARKING COMPLIANCE Ix 27.84 = 112 MIN. (EXCEEDS MIN, REQUIRED 18-7 1TABLE (PARKING) ''ACCESSIBLE PAJIXJGN SPACES PER ISO PARKING TMILI. ty�C.C�ESSIEILE 11TICTABLE (ABLE (151 TO 200 SPACES) 1106.1 !SETBACKS i SIDE & REAR = E'PHN. 'TABLE Is-2 �CONSTRUCTION TYPE (WOOD FRAME, ASSUMED V-N CONSTRUCTION TYPE ;YEAR BUILT 11982 FIRE SPRINKEURS N FIRE ALARM NO CODE COMPLIA CE BUILDING HEIGHT — 26 It APPROVED STORIES 1 FEB 05 2019 EXISTING BUILDING AREA 27,840 Ef TENANT AREA (EXISTING) 1 1,397 at BUILDING DIVISION EXISTING TENANT H'[OCCUPANCY 1. MERCANTILE iCLASSIFICATION PROPOSED TENANT OCCUPANCY A-2NASSEINI�JLY FOR FOOD IL DRINK iCLASSIFICATION C. SUN T ON 'GENERAL DESCRIPTION OFTHE WORK nni Imam Si - - - ------- -------- --------- - -- TENbi ROVEMENTS JARCHITECTURAL SYSTEM - YSi-EM At SYSTEMS SUTCAL ------------------------,.--E—lEELn _ COMMERCIALVC5bSERVICEEQUIPMENTRECEJVE4O . INTERIOR FINISHES ClTY.dFTUKWILA ----!FURNISHINGS ----- JAN, 16 2019 PERMIT CEIN7 ER C) Paul Franks Architecture 19005 ME 151st Street Woodinville, Washington 98072 Telephone 425 7S5 87" E_jl pzRj'Fnk.,.iUpm ier.com Wwwidany'ron'..'ehhenjure.com �82 1 ,_Gjs_TE_RE_D__1 ;_` ARCHITECT PA STATE OF WASHINGTON 4-J >, 00 0 CU CO :_5 0 ;0 Cz *�� (D 0 0 E ECIL 0 V) U) 4� 4-f C 0) "MC-) :E :2 cu 4—J 3;: E 41 :3 U Pit W (5 ca 0 L00 a) cc VV CL E 0 < UJO00thie DRAWIR* COVER SHEET 1— N . PERMIT SUBMITTAL Revisions -Date_l /10/19 Project No. 2018-14 _Sheet Al Copyright 2018 Paul Franks Architecture !FOOD SERVICE REGULATIONS CODE REQUIREMENT 5.04.290 BOARD OF HEALTH Title 5 "General food service" means any stationary food establishment that provides Food Establishments food to the public, guests, patrons or its personnel for on -premises or off -premises consumption. 5.64 FOOD ESTABLISHMENT RISK. A. Low Risk - Risk Category 1, Any food establishment performing only cold holding or limited food BOARD OF HEALTH Title 5 preparation, with no further preparation, shall be designated a low risk or risk Food Establishments category 1 establishment. The following shall also be designated as a low risk or risk category 1 establishment: 2.. Any establishment serving espresso or blended drinks, with no other food preparation; WAC 246-215-04305 (1) Except as specified in subsection (3) of this section, a sink with at least Equipment —Manual three compartments must be provided for manually washing, rinsing, and warewashing, sink sanitizing equipment and utensils. compartment (2) Sink compartments must be large enough to accommodate immersion of requirements (2009 the largest equipment and utensils. If equipment or utensils are too large for FDA Food Code 4- the warewashing sink, a warewashing machine or alternative equipment as 301.12), specified in subsection (3) of this section must be used. WAC 246-215-04400 Location —Equipment, clothes washers and (3) If a mechanical clothes washer or dryer is provided, It must be located so dryers, and storage that the washer or dryer is protected from contamination and only where there cabinets, contamination is no exposed food; clean equipment, utensils, and linens; and unwrapped single prevention (2009 FDA service and single -use articles. Food Code 4-401. 11). (1) Except as specified in subsection (4) of this section, cleaned equipment, utensils, laundered linens, and single -service and single -use articles must be stored: (a) In a clean, dry location; (b) Where they are not exposed to splash, dust, or other contamination; and WAC 246-215-04920 (c) At least six inches (15 cm) above the floor. Storing —Equipment, (2) Clean equipment and utensils must be stored as specified under subsection utensils, linens, and (1) of this section and must be stored: single -service and (a) In a self -draining position that allows air drying; and single -use articles (b) Covered or inverted. (2009 FDA Food Code 4 (3) single -service and single -use articles must be stored as specified under 903. 11). subsection (1) of this section and must be kept in the original protective package or stored by using other means that afford protection from contamination until used. (4) Items that are kept in closed packages may be stored less than six inches (15 cm) above the floor on dollies, pallets, racks, and skids that are designed as specified under WAC 246-215-04268, WAC 246-215-05240 (1) At least one service sink or one curbed cleaning facility equipped with a Service sink (2009 FDA floor drain must be provided and conveniently located for the cleaning of mops Food Code 5-203.13). or similar wet floor cleaning tools and for the disposal of mop water and similar liquid waste. WAC 246-215-05255 A handwashing sink must be located: Location and placement (1) To allow convenient use by employees; of handwashing sinks (2) Within 25 feet of food preparation, food dispensing, and warewashing areas; (2009 FDA Food Code 5 and 204. 11). (3) in, or immediately adjacent to, toilet rooms. WAC 246-215-05415 Retention, drainage, and delivery location If used, a grease trap must be located to be easily accessible for cleaning. and placement —Grease trap (2009 FDA Food Code 5-402.12). WAC 246-215-05405 Retention, drainage, and delivery design, food establishment drainage systems, including grease traps, that convey consttalruction, and sewage must be designed and installed as specified under WAC 246-215- in shin ant ent drainage system system 05205(1), (2009 FDA Food Code 5 402. 10). WAC 246-215-05500 Facilities on the premises, materials, If located within the food establishment, a storage area for refuse, recyclables design, construction and and returnables must meet the requirements specified under WAC 246-215- installation —Indoor 06100, 246-215-06200, 246-215-06235, 246-215-06260, and 246-215-06265, storage area (2009 FDA Food Code 5-501.10). WAC 2es the -05530 Facilities t (1) An Inside storage room and area and outside storage area and enclosure, on on premises, numbers and and receptacles must be of sufficient capacity to hold refuse, recyclables, and capacities —Storage returnables that accumulate. areas, rooms, and (2) A receptacle must be provided in each area of the food establishment or receptacles, capacity premises where refuse is generated or commonly discarded, or where and availability (2009 recyciabies or returnables are placed. FDA Food Code 5- (3) If disposable towels are used at handwashing sinks, a waste receptacle must 501.16). be located at each handwashing sink or group of adjacent handwashing sinks. WAC 246-215-05535 Facilities on the premises, numbers and —Toilet A toilet room used by females must be provided with a covered receptacle for capacities room receptacle, covered sanitary napkins (2009 FDA Food Code 5 501.17). WAC 246-215-06200 Except as specified under WAC 246-215-06215 and except for antislip floor Cleanability—Floors, coverings or applications that may be used for safety reasons, floors, floor wails and ceilings (2009 coverings, walls, wail coverings and ceilings must be designed, constructed, and FDA Food Code 6- installed so they are smooth and easily cleanable. 201.11). WAC 246-215-06210 (1) In food establishments in which cleaning methods other than water flushing Cleanability—Floor and are used for cleaning floors, the floor and wall junctures must be coved and wall junctures, covered closed to no larger than one thirty-second inch (i min). and enclosed or sealed (2) The floors in food establishments in which water flush cleaning methods are (2009 FDA Food Code 6 used must be provided with drains and be graded to drain, and the floor and 201.13). wail junctures must be coved and sealed. WAC 246-215-06225 (1) Wall and ceiling covering materials must be attached so that they are easily Cleanability—Wall and cleanable. ceiling coverings and (2) Except in areas used only for dry storage, concrete, porous blocks, or bricks coatings (2009 FDA used for indoor wall construction must be finished and sealed to provide a Food Code 6-201.16). smooth, nonabsoment, easily cleanable surface. (1) Except as specified in subsection (2) of this section, attachments to walls WAC 246-215-06230 and ceilings such as light fixtures, mechanical room ventilation system Cleanability—Walls and components, vent covers, wail mounted fans, decorative Items, and other ceilings, attachments attachments must be easily cleanable. (2009 FDA Food Code 6 (2) In a consumer area, wall and ceiling surfaces and decorative items and 201.17). attachments that are provided for ambiance need not meet this requirement if they are kept clean. WAC 246-215-06320 Handwashing A sign or poster that notifies food employees to wash their hands must be facilities—Handwashing provided at all handwashing sinks used by food employees and must be clearly signage (2009 FDA visible to food employees. Food Code 6-301.14). FIRE & LIFE SAFETY CODE SUMMARY IPROJECTNO. 2018-14 12/31/1814:47i CODES !see State Building Code Council ' i 'The State Building Code (Seq is the minimum construction requirement for the state of Washington and includes: IBC n2015 International Building Code with statewide amendments ! _ ICC A117 1 ICC/ANSI A117.1-09, Accessible and Usable Buildings and Facilities, witl ! IVIC 12015 International Mechanical Code with statewide amendments i ------------ 2015 International Fuel Gas Code with statewide amendments art of IFGC ;the IMC adoption)j -._j. IIFC 2015 International Fire Code with statewide amendments ! UPC '2015 Uniform Plumbing Code with statewide amendments 1 'WSEC 12015International Energy Conservation Code/Washington State Energy !Code 3 !IEBC j2015 International Existing Building Code with statewide amendments foul 1 12017 National Electrical Code (NFPA 70) —Please see the Department !NEC !of Labor and Industries for information on the adoption and amendment j iof the National Electrical Code. CODE SECTION DESCRIPTION EXISTING REQUIRED/ALLOWED PROPOSED NOTES COMPLIES IBC CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION i ! CHAPTER 3 USE AND OCCUPANCY .-MERCANTILE Crack Clean Centers of Tukwila e-BUSINESS (SEE IBC 303.1.1 SMALL BUILDINGS AND I8C 303. i.i Small buildings and tenant spaces: A building or tenant CLASSIFICATION TENANT SPACES <50 OCCUPANTS) B-BUSINESS Emerald City Smoothie space used for assembly purposes with an 50 nerrconc chat! he rlae= fed as a Grn n B n Ra--.d> COMPLIES IEBC CHAPTER 4 PRESCRIPTIVE COMPLIANCE METHOD(. I i I 1 No change shall be made in the use or occupancy of any building unless such building is made to comply with the requirements of the Intemational Building Code for the use or occupancy. Changes in use or occupancy in a building or Portion thereof shall be such that the existing building is no less complying with the provisions of this code than the existing building or structure was prior to the change. CHANGE IN OCCUPANCY; Subject to the approval of the building official, the use or THE PROPOSED PARTIAL OCCUPANCY CHANGE FOR THE IEBC 407.1 COMPLIANCE occupancy of existing buildings shall be permitted to be PROPOSED TENANT SPACE FROM M TO B COMPLIES COMPLIES changed and the building is allowed to be occupied for WITH IEBC AND IBC REQUI REMN(S purposes in other groups without conforming to all the requirements of the International Building Code for those groups, provided the new or proposed use is less hazardous, based on life and fire risk, than the existing use. The hazard tables of Chapter 10 may be used to demonstrate the relative fire and life risk of the existing and the new proposed uses. IEBC CHAPTER 10 CHANGE OF OCCUPANCY.1. ! IEBC 1001.2.2.1 PARTIAL CHANGE OF OCCUPANCY SECTION 1012 APPLIES COMPLIES The provisions of this section shall apply to buildings or portions thereof undergoing a change of occupancy classification. This includes a change of occupancy classification within a group as well as a change of occupancy classification from one group to a different group or where there is a change of occupancy within a space IEBC 1012.1 CHANGE OF OCCUPANCY where there is a different fire protection system threshold CHANGE OF OCCUPANCY IN THE PROPOSED TENANT RIG CHAPTER 9: FIRE PROTECTION SYSTEM THRESHOLD CLASSIFICATION -GENERAL requirement in Chapter 9 of the International Building Code. SPACE FROM M-MERCANTILE TO B-BUSINESS UNCHANGED. ISO 1002 THROUGH 1011 MEANS OF EGRESS COMPLIES Such buildings shall also comply with Sections 1002 through UNCHANGED. 1011, The application of requirements for the change of occupancy shall be as set forth in Sections 1012.1.1 through 1012.1.4. A change of occupancy, as defined in Section 202, without a corresponding change of occupancy classification shall comply with Section 1001.2. REQUIRED SEPARATION OF REQUIRED SEPARATION OF OCCUPANCIES FOR THE EXISTING FIRE BARRIER WALLS SEPARATING THE IBC TABLE 508.4 OCCUPANCIES GROUPS M (EXISTING) AND B(PROPOSED) ARE THE PROPOSED TENANT SPACE FROM ADJACENT TENANT COMPLIES SAME SPACES ARE PROPOSED TO REMAIN UNCHANGED. IEBC TABLE 1012.4 MEANS OF EGRESS HAZARD OCCUPANCY CALSSIFICATION M = RELATIVE HAZARDS, THE PROPOSED GROUP B OCCUPANCY IS A LOWER CATEGORIES OCCUPANCY CALSSIFICATION B = RELATIVE HAZARD 4 RELATIVE HAZARD THAN THE EXISTIGN GROPU M. COMPLIES CHAPTER 5 GENERALS BUILDING: HEIGHTS AND AREAS ! ! ! IBC TABLE 506.2 ALLOWABLE AREA FACTOR Allowable area M & B occupancies At = 36,000 &F. 36000 S.F. EXISTING BUILDING = 27,840 SQ. F. UNCHANGED Allowable area (EXISTING M OCCUPANCY) At= 36,000 (SAME AS DUE TO CHANGE IN OCCUPANCY THE PROPOSED B OCCUPANCY) COMPLIES TABULAR ALLOWABLE AREA FACTOR Tabular allowable area factor M & B occupancies = 9,000: s.f. 9000 S.F. UNCHANGED DUE TO CHANGE IN OCCUPANCY UNCHANGED DUE TO CHANGE IN OCCUPANCY COMPLIES Area factor increase due Co frontage Area factor increase due to frontage FOR Mr& B Occu ancies if =.76% 76/ UNCHANGED DUE TO CHANGE IN OCCUPANCY UNCHANGED DUE TO CHANGE IN OCCUPANCY COMPLIES CHAPTER 6 TYPES OF CONSTRUCTION FIRE RESISTANCE RATING FOR TABLE 601 BUILDING ELEMENTS. INTERIOR NON -BEARING WALLS AND PARTITIONS =0 INTERIOR NON -BEARING WALLS AND PARl1TiONS = 0 (CONSTRUCTION TYPE VB) HOURS. ROOF CONSTRUCTION =O HOURS HOURS. ROOF CONSTRUCTION=CROUPS S=AUTOMATIC SPRINKLERS PER ISO 903.3.1.1 COMPLIES CHAPTER 8INTERIOR FINISHES: I i ! 1IBC 803.1.1 & INTERIOR WALL It CEILING FINISH Class C Flame spread index 76-200; snake -developed Class C: Flame spread index 76-200; smoke -developed (TABLE 803.11 MATERIALS - - index 0-450, index 0-450. S=AUTOMATIC SPRINKLERS PER IBC 903.3.1.1 - COMPLIES Suspended acoustical ceiling systems shall be installed in -- IBC 808. A.1 SUSPENDED ACOUSTICAL CEILINGS accordance with the provisions of ASTM C 635 and ASTM C EXISTING SUSPENDED CEILING SYSTEM TO REMAIN COMPLIES 636. JEDF6)RORCONCEaBUION RECEIVED CITY OF TUKWILA JAN 16 2019 RMIT CENTER CODE SECTION I.E..11111.. EXISTING REQUIRED I ALLOWED T PROPOSED NOTES COMPLIES CHAPTER 9 FIRES PROTECTION SYSTEMS ISO 903 AUTOMATIC SPRINKELR SYSTEMS AUTOMATIC SPRINKLERS PER ISO 903.3. 1.1 NOT REQUIRED FOR M OCCUPANCY PER ISO 903.2,7 EXISTING AUTOMATIC SPRINKLER SYSTEM TO REMAIN COMPLIES NOT REQUIRED FOR B OCCUPANCY PER 903 IBC906 PORTABLE FIRE EXTINGUISHERS REQUIRED FOR 6 OCCUPANCY PER NFPA 10. NFPA 1.4.2 COMPLIES Use Huard (NFPA 10 Sec. 1.4) Min. rated single extinguisher /. Max. floor area per A COMPLIES DINING AREAS, MERCANTILE & ALLIED STORAGE (KITCHEN AREA INCLUDED no cooking proposed) Ordinary (Moderate) ........... 2-A / 1500 S.F. 2A 206: C S# for 3000 a. f. max. COMPLIES 1113C 907.2.2 GROUP . FIRE A-.. MANUAL FIRE ALARM MANUAL FIRE ALARM MANUAL FIRE ALARM EXISTING FIRE ALARM SYSTEM TO REMAIN COMPLIES ICHAPTER 10 MEANS or EGRESS a OCCUPANT LOAD TABLE t 1'10,'� 1 2 COMPLIES FUNCTION OF SPACE OCCUPANT LOAD FACTOR PROPOSED FLOOR AREA OCCUPANT LOAD ACCESSORY STORAGE AREA 300 S.F GROSS 251 S.F. 1 BUSINESS AREA 100 S.F GROSS 73 S.F. MERCANTILE 60 S.F. GROSS 464 S.F. 8 KITCHEN, COMMERCIAL 200 S.F GROSS 458 S.F. 3 LEE Commentrary 2015 page 10-12 Areas not included Toilet moms, mechanical, 151 S.F. cc 0 !TOTAL TENANT AREA 1397 S.F. 13 ISO 1005.3.2 MEANS OF EGRESS SIZING 15 OCCPANTS X 0.2" / OCCUPANT= 3" MIN. 36" MIN. EXIT WIDTH COMPLIES IBC 1006.1 &TABLE SPACES WITH ONE EXIT; B 1 EXIT, 49 OCCUPANTS, 100 FT. MAX. TRAVEL '006.2.1 OCCUPANCY DISTANCE I EXIT, <1()0 Fr. TRAVEL DISTANCE COMPLIES ISO 1010.1.2.1 DIRECTION OF SWING DOOR SWINGS IN DIRECTION OF EGRESS DOOR SHALL SWING IN DIRECTION OF EGRESS �: 50 DOOR SWINGS IN DIRECTION OF EGRESS EXISTING ENTRY OCCUPANTS EXIT DOOR TO REMAIN COMPLIES CHAPTER 11 ACCESSIBILITY i ISO 1103.1 WHERE REQUIRED FACILITIES, ELEMENTS & SPACES ALL AREAS EXCEPT EMPLOYEE WORK AREAS INCLUDING TOILET ROOMS COMPLIES 1103,2.2 EMPLOYEE WORK AREAS SPACES AND ELEMENTS WITHIN EMPLOYEE WORK AREA SPACES AND ELEMENTS WITHIN EMPLOYEE WORK AREA DESIGNED FOR APPROACH, ENTER & EXIT DESIGNED FOR APPROACH, ENTER & EXIT COMPLIES AMERICANS WITH DISABILITIES ADA ACT 2010 STANDARDS FOR REQUIRED FOR ALL PUBLIC ACCOMMODATIONS & ALL AREAS & ELEMENTS ACCESSIBLE EXCEPT ACCESSIBLE DESIGN COMMERCIAL FACILITIES EMPLOYEE WORK AREAS INCLUDING TOILET ROOMS COMPLIES CHAPTER 29 PLUMBING SYSTEMS IBC 2902.1 WASHINGTON STATE MINIMUM PLUMBING FIXTURES CLASSIFICATION BUSINESS, OCCUPANCY B: WATER 13 OCCUPANTS = I WATER CLOSET, I LAVATORY, 0 AMENDMENT & CLOSETS 1 / 25 OCC, LAVATORIES 1 / 40 OCC. DRINKING FOUNTAINS COMPLIES TABLE 2902.1 Where plumbing flxtures are required, separate facilities shall be provided for each sex. Exceptions: 2. Separate facilities shall not be required in structures or tenant spaceswith a total occupant load, Including IBC 2902.2 SEPARATE FACILITIES both em P'_ees and customers, of 15 or lea 1. Separate facilities shall not be required , , less. n SINGLE OCCUPANT TOILET ROOM FOR CUSTOMERS THE PROPOSED OCCUPANCY LOAD IS 15 30. THE USE IS A MIX occupancies maximum cuicanclas in which the occupant load is AND EMPLOYEES OF MERCANTILE AND DRINKING BEVERAGES, IN BOTH CASES 1 10 APPLICATION OF EXCEPTIONS 2 & 4 ARE APPLICABLE. COMPLIES 100 or less. 4.Separate facilities shall not be required in spaces primarilyused for drinking or dining with a total occupant load, including both employees and customers, of 30 or fewer. REVIEWED ED FOR 'AN E V W CODE COMPLIANCE APPROVED FEB 052019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JANI 6 2019 PERMIT CENTER Paul Franks Architecture 19005 NE 151st Street Woodinville, Washington 98072 Telephone 121,111,1111 " E-..Il,a.,.A a. rontler.com www.paulfianksarchitecture.com ��2 1 REG',�-,RiD—' ARCHITECT � P" _ STATE FRANKS (3) -C 4-J oo 0 00 as 0-' — 00 0 0')E 0 E E 0 v) U) o >NU 4-J s-- V)1E as E 41 Cc LU � 0 7E 0. .0 E = 0 < (3) F— E Uj zoo 'A BUILDING CODE SUMMARY & REQUIREMENTS FOOD SERVICE REGULATIONS SUMMARY ISSUED FOR BUILDING PERMIT SUBMITTAL Revisions Date 1/10/19 Project No. 2018-14 Sheet A2.2 0 Copyright 2018 Paul Franks Architecture Project Info Project Title: Emerald City Smoothie 7/l/16 Dale CompfNoce forms do ttor APplewd lelarmation. Provide canted eeormAIN, for individual who can respond fo! vines Ali, cam wWoe es mel moom wfded. Fauildi Building Department pment Use required o to Compeny Name: Paul Franks Architecture urd e . irstruc(iaod Company Adtlress: 18005 NE 1515t Street, Wootlinville,WA 980T2 care wnrfa Ppdicant Name: Pool Franks p'IXecter Apphcmt Phone 42&786.8780 Appl—Email paulfranks@frontiermm Project Description [New Idi- E:—,ton [Alteration ❑Plans holed In oW9 PROJ-SUM form (oolowad in wyWwW forms wwdoaW,) with egom, mm e e s o therms Building Additions Compitimea Mnhotl ---;{» Inleti«IigNirg Ext,loAigMirg U h6 terns madditioo air ;U f O �c rg rg sYs ea candy w N all applic We ov s one as a sbtM else now croslraanon ell EN Rot es Section C50226 for addfiona regwremeMs. nB systems .!Zi arecanb builditg iigrfirryt systems b demonstrate comdiawe El . _....._.____...._.C..._...__ hWeeding- is combined wah Fe,..._.___...._._.........._..._.�.._I.___.._........_._.._......:....... baton olW Wainteriore, to T -INI-s D,L new+exist E erdwiw lighNrg fix(wo wattage in Pyoposad Lghfing form. Wattage table in LTG-IN-1s, else,— .SPACE For or Ii pndecfs, i lure new +s tabrg a i fixture wattage in Proposed hatlahle Proo N— iO` lb and Proposed NonTradable lighting Wattage tables in LTG-FXT tam. LTGn Interior and Exterior Lighting Power IM,argaHrg I P«krggiinG, EdisimliPleng Lighting Alterations w%«—satexstlngare replac� C ❑1 C Select all Lgst g Pow, ant lightng Cwdrd elements that apply to the scope IN Less than I.,. IN w st n9 «c replaced C _ ❑� C Ih:1 ra#oflt peed Hp /,f mdudes a dapacas where an Lamp ami+w ballast rrolacement ordy 5016 &the realss 50% d the existing fixtures era rep`acetl m exlsflrg bbl wattage trait irreasetl C ❑ C ................._._.........._..........................�.�.......mm..mm.Y.........._ same spaces and 50% a more d the ......_..._......................i.............._......._........... 50% ormore osdaR d -Total fighting power of new +exletfiGio-ram en fixtures shall comply with tINei IPFl are replaced in INhers tfan Prvde Per Secdor5 C4054.2 are C40552 lncivde crew +exasffrg-to-remain fixMes rn Proposed Lighting 50frues 1wfhettwloegod lions. Space Awns Wdorgdrg the sama type d retrofit may Wattagefade In LTG-INT-BW,LTGINT-SPACE«LTG-F form less than 50'% replaced -Toth ligMirg power d new +exls(ftg-taromon fixtures shot rx# exceed the total be —bead onto ors leg l'm pow, Ifghlog power presto alt,alm` Include raw + exiaNnyto-remain frxiures m the P"oseei Oghllrfg Wattage _P/W_ harm. Isle In LTG-INTBLD, LTG-INT-SPACE a,LT&E>(T fwm. 50% threshold Wadies to number d lam moles (w mema,'spaces aril parking garages and laid measlier Res, b Section C5036 for aW#lwrai requirements. Lighting Controls I—iorligIca, ggarage i Parkin Exleri«lighgrg ail,alion lighting cadrds shall W _.H...._.._......_.._.___.._..................__.._. Newwiring,fixedbserve JIJ xlures n aNfixMes rdmatetl to new �..............._..-...s.__._...._...........__m.._.._�_..__..... C ElAll New or moved lighting panes C ❑ C ._....._.._..._.___._....................._._.._......... ... _ ._..__ Intworspace eca>fi"o Ilsn na res uwt)arl�etl or rellocated ord ❑ New wrong or dreuft- For ind,iw ligh&g, Moade roared manual costres par C4p523 cupancy �W somor awards per C40521 daylight responsive controls par C40524 d apsa as o Pet fit At"me No changes are being made to C confide Per C4052.5 F« exlwiw /ighbng, proveda sparer a aird. per C405.27. thelnt,lor oreM,lor lr hhn New orrnoved Panel a# icade li b cwdrds gh rg rag p appl as tided far New Wiri ar#Wwnafc time systems and ezrsftrtg specs uses 22.rde switch controls per C40522 andoonRgnnetbn are net Reoenfigoreo' Interior space -Pr Rb ailoornrer legiav, contrasthat applyto a newroted pace. changed. Appltcebn No.& iigWW contrd pra,,Ways per CC525 do oot apply to rvivifigwed spaces. Change of Space Use Exiseig moror nghfirC systems In areas antler -going acfarso In spate use are iggratletl W comply with LPAS i,na news types per Tablas C405.A2(1) wC4p5,4.2(2). to the curfeM Code In Pro(used Lighting Wa#agA tado in wspaarcces-INrerg-dsrpiragcE LTG-IryTe-SLO ism, Project Tithe: Emerald CHyBmoothle Date T/1/16 Calculation Area a.ToI Q OAa3g„- O Aide. land aline exisfing QSPNaWwhere,50%or QSpawswhre ea50%d ® + Fa euiidifg Department Use LPA CdlCnldfi0ri Type 3Wvl«d QAdaltienal Elfid—, Package Option Q To csnpfy with C406.3, the Proposed LY) shalt be 25% lower then the Target IPA. Rate,. C416.3 far adddaao requirement,. Maximum Allowed Lighting Wattage NOTE t Location(plan#, own#I Sao. a Ceing Hel I11T11 Grres 1.0a, Arad Rift' Allowed Welts we fe Wolfs Alowed wmttsfeexarea 1 Retail SAIes salas was 10 464 1.270 189 2Tdlel Restrwm: all a- 8 42 0.]80 33 3Fcod Prep Feedprepareflon to 421 0.'290 333 4 Storage St«agerwm 10 S35 0.500 59 50fiae Oil—Enclosed B 13 0.890 65 6 Food Order Foodpep,allon 10 160 0.790 1Z.6 Total Area 1278 Rebel Display Allowance from LTG-INT-DISPLAY today MflExhial Display Ailavatce tom LTGINT-DISPLAY-TEeO Alicwetl Wwls 400 1605 Proposed Lighting Wattage NOTE a Location (plan# corn11 Fixture D..rIptWa No Nw larof Fxtures Waael Fl...NOie Walk Pro ell 1 Retell Gates Exlitlrg HUwescmt(ron, 5 64 3. 64. 2Tald E,I,aN8uaWv,Wettoffw WiWaWd 1. 64 3 Food Prue Exlsfirgflu«eawMtreher 5 64 320 126 4Slwage Exkilet8u«escmteefer relwaled 2 64 50M. Eloftflu,a—borer re located 1 64 64 64 6 Food Ortler Exlsfitg fluorescent treffir reloaated 1 64 6 Food Ortl, B fluorescent troller l x 4 2 60 120 Prormial Rdol Display Ugafim flan LTGINT-DISPLAY Tda P-Niesed Watts may aIN sWead Told Allowed Watts ew ha.. LIONg Told Proposes watts 400 1480 Interior Lighting Power Allown COMPLIES NINa t - Lsteil Woyei space types per Tad, C40542(2) toot occurWas, p pro I scope. Sated space type category per tan drro seem meng. Nola 2 - Irdreafe ceilme Wght I atriums are spaces NNMM fha wiling light adustmerd p, Table C405.4.2(2), Foofrrotes d two f Note 3: List Wit amassed firedog dxlwes svIWding exempt fighting egurpmsat wM aw log-to-remaln fixtures. Nola 4 For proposed Flxhrre Desire➢lien, /rrdcoe fixl,a type, lamp type (e.g. T-R) numb, of lamps en Thai flxtwe, are bdbst time, ofe odem. To, track Ilghlog, list the brig!, orfhe track (In feel) In adellGm b Ilia fixhna, mmp war ballast mhvmalm, Note 5, For figh#ng agog meM N791G, fs exmmeem Por C4054.1, mile excephoo reunb, sill team Wafl,Fi aam dank. Note 6 - Eoleta -(o--do JbW"` shot bo ireluder m the Propmool Ugh0a, WOW, table to the same manner as new #rases. iderddy as existing !n fixture descn ism. fide 7 Faprsoviol Watts/Ffxlwe enter this hoolnare wattage fa waled lamp,N ballast usbg amWa tor, a other approved so,co. For rumirrarres with screw-m lamps, girder the marrN twe/s fisted maximum inptrt wattage d tam fixture (Trot the lamp wattage) Forvw voltage tigdirg ell, the wattage d the banshumer. Fslira vdtege hacWbusway systems, ant, the larger dtha a#ached Wo iraere wattage w50 watlseosel fry oreMer diveollage llmitofpermanen! currentilmdiingdelce. Note 8. Lobby AdlExNd't DI$gy Altowarwa is independent IN the Ma#mw Allowed UgDm,, Wattage. Note g - Calookeloo Area Doo lim I . b9vaP flxtwe, to a buitdrrg add Non may comply, as a sbrw' else pv(acy orfty maybe combined with the wwoll eWssn, beildrg IsMay systems to demeaslea compiean a Refer to C502t b Fs alterffi/ms orb b Iaf g addNws, proves Space Types ma gross aawl areas In the Maximum Allowed Lighting Wattage table if a ladies, add Non well —ply as e-b,.d with be w,o1 m silt g b odrg h Nmg ysftms, !,dude all epplivaNe existing Space Types are grass Interior areas. c. #less than 50% d exfsdrg Ilgeirg fixtues wilf be replaced, p'made I'd ex eel dlgehg wattage (priorle all —ern !n fhe space prwlded ® .. .. .. Project T@le: Emerald City Smoothie Date 7/1/16 G.nerel Net.- In Sells sove,An loolvess In l ghtiog power aillow— is permitted hu agda, installed sou fmaly hs It. poor— of NgNigehel merohar>dse. OMy Sales areas rlduminated soli dlgide chardse display llg)afirg my be included /n the Gross inferior Area urxkr each Retar'1 category TNs lighting rower allowance is the Madmom Retail Display Allowance OR the Total Retail P opmad Display Watts, whichever rs Was Proposed retail display llghtirg wa#age rook exceeds this allowance W applied to general wee llghlblil For euilsine Department Use Maxirnum Allowed Retail Display Lighting Wattage Locaffon(plan IT, Gross Interior Allowed Watts Watts Allowed own# Ralaii Sales Areal it' in ' r feNoTF2 wattslftrxarea 1 Retail Sales Retail l: Ail unclassified rehm'l display 464 0.6o 2T6 464 TWW Wells 278 RetalDsW, Ughhng ease Allowance Soo Maximum Retail Display Allowance 111778 Proposed Retail Disvlav Lighting Wattaee NOTE4 Retail Area Locehon(Plon#, room# Fixture Door, lien NOT Number of Fixtures Watts per 'e cis NOTE Walls al Pr s Pettit 1 1 Retail Sales Poodent 4 100 400 Total Retail Prysal Display We, nror RETAIL DISPLAY WATTAGE ALLOWANCE AS PROPOSED Retail Display Paver Allowance e—s Proposed Retail Display Lighting Retai 1 Retail z 1 Rdau 3 Totaisfrom LTG-INT-DISPLAY sou 900 g8p Reran a Note t Select retail sales weed ( drop down menu Doty retail sates seas that comply with C4r11r.4.221 may be ardwed m I stable. Note 2 Rated display frghboei paw, allewomes per C4054221, Equation 411 Nate3 Maximumretefddsplaywaltegs allowanceascalculatedper C4054229, Equation T11, Note 4 OMy separately controlled retail dsplay fixtures that avladependent of general area hgely p, C4054.221 may be eat tl to We !able. Notes Fro ed Rxtwe Descrrt tort fist All ell ds h r fixt prys p p'opas play gM n9 ores lrxkcafe fixture type, lamp type (e.g T-B), number of lamps in the fixture, mM ballast ape (rfindurerg. Fw track hghfrrg het the [emph d fire track Qn test) m a0'd#on b GM Fxmre, tamp, and lreifast tesmahm Note 6-Forproposed Waffs/Flxture ord, do, ltrminarre wattage I Instailal famparM ballast —"a manufacturer ordter approved sauce. Fa,- I—hW W with screw -Mamas enter the manfr( tw,'s fisted maximum Input wattage d the fixture (trot the lamp wmttaged. For low wilage hgheall enter the wattage of the transformer. For fine vdregs iraid busway systems, ee, the lag, d the aftechad lumnnarre wattage or 50 wa#a/drad fay wsativ the wattage limit Oto—Want current bmitrng davlce. Note ] -Total Retail Prot' sad Display Wells is eutem theally enteral onto the Flopased Fedws Wattage table m LTGINT-SPACE. Nae S -Retail display ligidhof power eflawases is the fusser of the Maxemom Rate,] OlsptayAllowance OR the 7o]el Retail Proposed INSPIGY Walls. Retail Wselay wattage allowance is automatically mt,ad /n the Maxmum Allowed LigNlrg Wieffege table is LTGINT-SPACE. Nob 9 Enter a udgw #fie for each IobbY sea ing4kof that has ant/ NNt dsplay Isesg Note 10 - Lobby art and exh'dt dsplay wadega allowance ter Table C405.4.212), Footnote c = 05 W&I. Note 1 i - Proposed display 1,ghbrg foals for each lobby area per Inlwmseem entered into Fry sed Lobby An DWiveY L'ghh'rg Wattage We. Note 12 -OMy separafety oo led dealt' fixtures installed miabbies fatly poomes d idghiightirg art and exh'lie, Thai areendepwMeat of general wee leghteng, maybe Weved en tells led'e. Nnfn t.3 -t Mhv AdrFv_ Rk—Ailnware:u tc»r4rm—sev crdarM en tTf:_INT..CPA(`.F 2015 WasMnglon Slate Enei9y Cotle Compllanca Folms rot Commemial Buildings inclutling R2, R3, R4 over3 stones and ail Ri Revisetl July 2016 Project TRW: Ememltl City Smoothie Dale ]/1/16 Thu Wool, idwmation is neimWivy b black a perm tsipl caHm for compiarce w th re, IlgMiot motor, and dimatoe real remmis' in W—gtm - Stele En, Code, Ce Wdal R'a s e, APdicabity taaHm in Bustling Dep,tmef! (yosmm) Code Sexton Cemparanl c«nu—mformatiaaasa, retl'n perm trbeem,rts Documens Notes LIGHTING CONTROLS ea 0405.2 "'mra—ds, retail Fwdl liglHrgfxfures,IMlcate ligfditgcmVd melhod«a pips(« s aJli zaus served,«exc 'ontaken A4d Wminalre level flgltirg IJicdem plate ellfixt«es woviddwlih LLLC In lieud C4fg.2 xx C4052 worsts (L1LC) rghiirgemVaa. aovaetlos,iPamiefcmUa eiWaMntles aJ rF«me— easts ugMiNindvellrg F«pamaredly lnsblled llgfdng Liewes in dweglgjrtt,. x9 xA c405.i outs I'gaulg c,drd mdfodw dmsfwspxesaJ 19huN,s.(m s,v�,«tlemastrale tom iemewl. eHlcac mesoloo C405.2. C405.2.1.1 I m ea .Wmlo plate ifxl dlud m m. l l ganfg mdrd (wMAtrer xea 13405.222 Moore —de candf�wlihagpawy sets«. al6anaficligMretlwHw, myrGI A44 C40524 resPPrelveor spedfic apdicaHmcoMras),iaetionof maaeual whrd (3405.2,5 dwia,aJ area, spocifiw application it- erves C40.B.221 Mafud ini,ia l9hhfg Indcate w Plansw m iho of manual 50 IRIft Iwdre ris, xea C405.2.2.2 C40523 cwVas .sprwededcrwfedh,IgMitg load is reduced via amupay sensors a II rve rva solids A4.4 Iwrealsonplsrethemelhcdef Oomaicshdoff-1.0,11, ufromud W PerlWs (wcupaxY sensor a tlmesw ich) forall IigeOtg xA C40522 McVW daUanatic zorcs; shW-off camel Indcate lmatlmswMre eulamatic shulotf is povltletl by other mdfratls(wcupawysmswadgbtl Honer iwlth)awNchfime tchconVd once m lee l- Indcdem Hags aesa,ved occ serasw5 A4.4 xea C405.2.1 Cma4aroysmsa IJmtewtather aa4wrYsmsac arecmfigaretl tote C405211 controls Btras w vd-m awandc 50%m sav a spaW dglbletnaWemahe Add 100%m ve, C405212 OccuPafoy sensor wntrda waremwas kvkwteoslaways antl oPmarms h w,elnuse spaces P.,aad wb aa: a acre«cmvaa ti,dWil—H , w% 0405.2.6 .1g,. finer svilch Indcale rgawdagbl Hm, switch ca9ra f, cVm when emhd is !sea C905221 Ail —al. —ow. caNras -ins, Weareas dov,dde swtchre m dare aJ the llghHlg served k .We wee so R. eatewlmary Woomis, Widigl,t daylgt areas w Pears qe H A44 _ C405.24.2 Doyrgltz«as- Fa smailvmical fenestrdfanase MPes (rggaopen•Ig less Haan lO emu. of pimary dayltIll—) where daylghtreswfsfW controls zee C40.5.243 GiddigMarldtopl gM are trot reaird p,a tla.—Imima'eato asorgh[zaao acmatlpMs) IJlmfe oa plans IlgMirg 11*1) serlao by Raylight reposiva o as Id,N fy sltld 9MaJ toplfgM tlayl9Mzores matarond prowderlw Ili DylinttaIIonsve dy! �t sets rqc«Nds,adiheexcgLo5ys)_Nffi 2W.,....._._._... ....... .................. __....._...........__....__ C405.2.4 cwRrds IM'cafeon Plats lhsl9Min91eaf retlucllw meUmd-coM'nuous dimming,«stepprddlmmirg(hd provides et least twoevm steps beMmm O°h.1W%ofralea�ruer; ..W... W . VWtote11 tl.1.I1RNrg mek"are configrredtocanpleldy srNl onan mno-dleau MamweH zare AadHwlod controls mmhfy spaces J tghtall flxtur apiers thatrgarespeclfic Nn C4052s SpgiBc aioHq wt Ii Nin ...Isappiwatim ligadag —de secllon hee IJicalem plats Oaf Nsday aJaa,Hlighnng, aJ dsdaycas. zee C40525- Display afp iced Iigh9M,, coMrdiedirM6PentleMlY from both geaural,mligeprg A4.4 Items l&2 IlgNfg aJdher ll�la0a�,appllcations wiskn Ha same sauce; IJicate maruial antl automatic li Mi cofdrd meirpd .Is WaM1Wa scale Eriegy notl-viance Forma for Commema BAmngs nv udng P2 P3 R4 over a s Wo and all Rt Revised Juy2016 Project Title: Emerald City Smoothie Dale J/1/16 The fdlvorg iM ,fie, Is tacei fo clock a permit apgicalie, for wo,olema wlie IW, Iigul, mold, s u dearica rgaremorMs in Wiollmeon Agdlwdily aeration in BWlalg DmmMeM (yes,rb,re) cak Section ComParenl CompsWoWinfamahmragWWRin mIidw=G,s Da«neMs fides xx C40525- Ilem3 =ffi,dd guest isms' IaerweemeihMdii—ahewara-vacarxy or oopl— —el of alilnsblled luminaires armswifcF.drq Gee in iroan Ire all meuodaaxi localwof adomatic siwt o5vacmfcYcaad f« ............................:.....•„.......................•• C40526- SupdaneMai task Nn —4 119Miig srlpdam,}Itw, flog, inclWirg«q, shdfauJ,-wbrel woa IJ:cate m Plan dINIA. m-us.11ghfi,applicaows, i.,-ii, it d 111qhh Iq cwdra xona El C40525- ugMiig ra irate -visual IJlcalemd mstladnmvlsualightlfg areconVdiedlJepeM,Ny _W Ni. Item5 applidiitims from bahgm,al area llgMiM andothar lIW,tIMaT11,vfims within Ha rote m,totl dmamaa l get fg avoid aMapdimdoaaffomafic lig u nu canna lax9caemplans that llggilgginpmsMiw saleor dmnoreVatim are C40525- ugNirgequWoW,ta —mated fxlepmeoWW from Iowa —al was id,lg maul asev RA e_6 saI"Rimonstrallon 'rg awilc it wlWnlhesamesjoco -� IJicate malwd dmmuo 119atirgcwtrd ant aPdic�eautomolc r hV .ave, I.WN. plans egress fiats thsti—times Jm—iii ant C405.25. Mseasdegess rs of mess Ilunensilon, Prov do wlcasYmofll dsnsl dbfo ass l' Mt - .___._.____ IFidal egress s�eatu Uan002 Wtsq R., xA Item] ligftitg rck t plane egr i t ierewid, WanetcslM-at doing d tlpa tl lot 1 rood aN,n fi hs ancoil Ind at 1 I'llhomd antl flxi—ohed,ies tiasie—atic oats toll a woves� a aaaeavisi served... _..............._...... asaire. Fw buildag fapatls and 1afMswPe IigaHrg, IMlcateaaomaHc cmtds v._ _._......._...__...._...._... sNN otlgMfng asafurchmof tlawNdusk arxlfixed openirlydosing xx C40527 Exieri«iigauag wnV015 tone Fa ail dh, exledw llgMi, irxscdeaaomauc waNrds shWofi Ii,hll gas a t,aclion davdlaLle daylight; irrJWW_1d sequence Brat — rWDWW hgNIN pave- by d least 30"/o eWo ;lam-hem,m (turn i how after closing to 1-1 boat opening, or baste upon mWoo ma E wbdld, For bW M grgnds fixbres great, than IM ways, imooW oa plats rvn c,105S1 grmJsligiilfg WIother fib him.0flcacy e_ than BO Wrawea ore wMas -di. ey mahw sere«, e, are —o r c4o552 Ind tale laaHm(s) d master control awich(es) ntemed b caws Nee —.Is Mosier -ofilai ladepeadentswltches drels(Me r may rot be used ass xn C4062.5 cwvdsw lcMs and mast, word swath c rcutpww, limit Ndededba are%, oMralaGby asltglaswltcha adwnalc osit cadrd10Y aUB� To comdYwiihaddHonal etficletcY Pawkaye opllw, ltldwtem oars ail lid,la ligMlagflxi«es ifudarelJiviaualiY atldresseulaM Provided EghaNimdigis with wl0nuas amml ,wax Imiakefe; hti iwtrds 9 rg .. .................. Ixlutlo mlcaM coot cart ldallrebliatllnterlal M' P, 9 rg Fcv+ ........_......._... ........_................_..... Mahe wd9«odwiffarespi res, hmw,ll gNregcmVa fwcfiws(min 90%towm. wihatldH«al eRcem k o m Ifcldm n9119ntirgsYstem cammasaladtg exemption prwitle RA C405.13 ' D9MIrgsYstem II cdmlWm _ ItlonHty apolcaaecommisSieMrgtlommmlailm regarsm«ns per C4o8.3 fiactiaas salt Seetian 1,408we11 all for oxc ion; Provide writtenpreweilsesfarwutlawa oilmosileWanatic c«Nras and aescnee ilaex Was tam rq zotswaa E c a 9 Y aFoams for CommeMai eu tlngs nc ud ng R2 R3 R4 ov stonms antl all Ri Rev via Juty 2016 era Project Till E ai city Smoothie Date 7/3/16 Thai b -Wit fttrmataa Is fucessary b check a permltapd wfim for c r, preow, W nffa IfgMhg, maor, ant d—will requl amens In fhe Wash ngw r Applicodlity tncaliw in Buimi D fag yrMed I (Ysa.w,ra) Cafas.u. Cahpeavil Coln iawelnbrmaemrgWrad Ih d Pamilmc,neds N Dmunmb aes INTERIOR LIGHTING POWER & EFFICACY Iouslad)luminaires In iightirg fiWRNschedua,, rldwee Wew.,,W , lam bsllasis ,amanWaa«,sraeawans rxwra; A4.4 Itl,fify Spaces dlgaefa ligMhg Power exemdimwdms and in� C405.4.1 Taalaxxacied c«ng.atxefwms Indcafelhee,Se xea C405.4.1 iighhrgdrner klerdily iWtu,equiPmWIdlr.Wrii9hlirgpoww memo. in _.�-.m._.._......_ ..........................� C405A2 fixlurescletlWe arelnwandieve forms; mdes.lisia.,lon InacateihalexelirgegtR InatltliHm togm,al arq yIs n atmisc«iaNrdieeimirge a C,03 all signs Itwes l—..f salsiyPs on plasarltlrded sans mrn—e, li G fixl«eschedale maximum Swaths io: A4.d iid9hdfimcY excephm-s apq edbp«mmanflY lnsbliedigNfg uglNagirl dwelling rW Intlwelllagvab ndcatelnlgfNrgfxho-e sclowileflNeimin NA �Giiesl units lamp efimcy H to regret ghefficacy par R4011 CocWaWPac ekjedrWiaW tlo hlghefilcacY lamps In wggt(m n ]5% with excephm). Fa prgeciwlihawdlirgurets, locomply Wlih adaiiorel effi Red tlligfdtrgpow, —e package olNionl Scafe nlgaHagflxitee scfmdWeif lampsinfixhves rvx C406.3 de se Virg uvt haveeficxyrafingof60lumens p, welt ormwe. Cdcubte dfi p . y percerdoge ofrxlures alb lamrs chat have Hats eficxy rating(min 95%tocaiaemeo adicn) LI Min Poore Calculation-Mtlicatemm (lance ath taken Candetema,1 eticampiameforms-gmemeewsholvese.1dal; xA C405A2.1 Bwldrg AWWMdhotl ore—notex—oWeemun elavedwaHage pertuildrgarea, meat l—amidmnwl msaa ens Comdde regarW all roans lob!proposedwatiagsaoes zee C405.422 Space -By -Spas adex e,W WJwatlagaldmRtIwehwsd space McBwtl rypesmdare ndufirg retaltlisday Id by art&exhibit A- digeyweaa wd Wrlirghdgaassa,Ii.Ia. To candywb addeoral eficamy package opfiw demone Wio fix C406.3 R--11ghtilgpowa compllarawtams Huttotal cemgtedinxrlalghHrgwatlagals7s% density less tlaan ilia toad maximum allowedlgMin9waHegavla BV long Mee Metlratla Spew -ay S{ece MeihW EXTERIOR LIGHTING POWER &EFFICACY W dr .reschedule rWcaleflxhaerypre, Lm,._1veW _ .._W...,_ve_oowW_s med . _elux_ree_m;_.P_w.__w Told Ikntiryexi,_aPdleavmsdigibeferli9..w_Vai.gtWfs n,f_x _�_.____. _............._..._ xx C40552 exisda'l1Mi g rg Pxve LN, and nc«npllamoforms lMeab exceWmeppl'etl Iptl cde+hoexpnpt exterlalghhrg ecoMrdledlndepeMeNly from empt exl,is light Ifrkxie axcediwcldnedeirmol,fxture offixNresu Jar ex Table C405521 L"Wierli9htio,i— Iorodeebaldlgexkrl«IigMilgzenessad—tyua AHJ Exterior: 8uiming F«bWidrggrwnds fixkrss rafedatgmater than 100wa[fs lfatare se C4055.1 maabs �ighgag —PVIM basetl enefiewy, lyd'cete rated lampel,—(m I— ,watt'nfiW,mvcla L1. C405.52 Exier orlightirg rower Comddo rgaratl mmgiawefwm-PropreetlwaHage fa Wxlwi« camwetions n Mi rebaaeakadiovmao ndaxcoaamaxlmnm iem,ad 2015WasNiNwo SWW Em,sy Cotle -pre,-- 1pr Commemla BNlid ngs'nc utl'ng R2 Rs. R4ev11—less 1111 loiv Iced July 201e Project Title: EaWmed City Smoothie ID. 0/1/16 Thai b1laxlrq infamdlm is necessary io cluck a pwml[apdimvm for candiarroe sib flu lighting, motor, aJ elecVieal rep t,,a t W i WwNrglon State EfurW Cork, Commercial .,e_ adlity Loewee in Baking Deas Ms. (Yieil (Yes,ro,fa) Code Section ComPorent Cmndiaroeinf«moimrgadred in p«m8dclments Documents fides MOTORS &TRANSFORMERS c_s Bad—tadamets Irclutl w"WieiromWm,sofadrleaadeeVlml Plare;ircllmb harefwm,.sizeehiclew ,or ex mfaken C4�.7 Dwdlllg ualdgtrlcaf star cros«n hw Ise- m dectricai nastlateach dwdlirg u In 1, R-2 hasa se rate dmVicai met« 9mVcmda ImRowell motors, nclWrg frallmd hp codas lndearic mda xn C405.8 esd,xy schedule en dgtrloal plans, WdWo. hP rpm ratedeffrxeny, e, Neapdan ell For hmaiwalm In each elevator cab, or....WWR ev,ege efi racy d c,n blrutl fixture - ino— efii—Y is trot less than 35 le nm..-nmfa!:................................................... ................................................ . xx. C405.s.1 Elevator cabs IJ'mio raeawala p, don fa elevator cab venHlatienbre dorW exceed per clone .-walls alit altWd fam,W—rMeaW a 15tion fare when d avails s stopped aaM of pocugetl fa a pedal d 15 sstop stoppedwoeozedfa,, minNeswmwa ESmlo«sa _Ru Roass es rows mmoy with ASME A17.110SA Bob, aulemet, xx C405.92 woks controls arec-gave thuds. oerstimd speedmmimam railed"W_Winuse C4059.3 Recere...ive Iwlltateali«aowaydavnwrev«sn. seriasm. are W.Rd witha ,wed.fr raratiW-1. Identify all cavivad end uncm Wd recepsolesm es elooWal ow In eaM space In... that' we rewired 1.1--doele cwfl.rz suhas ydn, belwmn coaraled and«aconVdWa, nA C405.10 G—tedrovToolse 1,i e davfms etc vit—m Plans whdh, fiu monad issoomahc cenhd for emh eeildledr ptaial zcaa is by occupant smser, programmiWe .._ ... .- tme-oea —ol Paul Franks Architecture 19005 HE 151 at Street Woodinville, Washington 98072 Telephone 425.785.8780 E-Mail paulfrenka. rontier.com W ww.paulf ranksarchitectu re.com S l 82 REGISTERED ARCHITECT r PAUL EVAN FRANKS STATE OF WASHINGTON _N > �� j_j T >� 00 Ip 00cc -Q I O�Do O a E E �/�/� v J 4L , _ CU N ea U `—J f) 4-1 Vo� l to IL C�, J Z3 U in •C M 'S V r� � m E c O � � E CO W le Affi,��A1 (06 ,•19140 .may WSEC LIGHTING COMPLIANCE FORMS ISSUED FOR BUILDING PERMIT SUBMITTAL Revisions vale 1/10/19 Project No. 2018-14 RECEIVED Sheet CITY OF TUKWILA A2.3 .IAN 16 2o1s PERMIT CENTER ©Copy right 2018 Paul Franks Architecture 1180J�Wb� LAND USE DATA !PROJECT NAME !Emerald City Smoothie � PROJECT SITE ADDRESS 117139 Southcenter Parkway Tukwila, Washington 98188 OURISDICTION CITY OFTUKWILA, KING COUNTY, STATE OF IWASHINGTON :LAND USE ZONING fTUKWILA URBAN CENTER (TUC -CC) CHAPTER 18.2E 118.28 COMMERCIAL CORRIDOR(18.28.040) l �I b SHOPPING CENTER. 18.06.750 Shopping (Center, Planned "Planned shopping center" j (means a group ofarchItect.rally us ed L,.. (commercial establishments built on a site which EXISTING USE !is planned, developed, owned, and managed as t Ian Ian operating unit related in Its location, size, and itype of shops to the trade area that the unit Iserves. The unit provides on -site parking in i ;definite relationship to the types and total size ofl 'the stores. SHOPPING CENTER. RESTAURANTS WITH PERMITTED USES ASSOCIATED COCKTAIL LOUNGES AND (TABLE 18-2 EXISTING CONDITIONS -STOREFRONT ;SIDEWALK CAFES ZA I PARCEL SIZE 161,607 sf NOT TO SCALE 172 STANDARD + 6 ACCESSIBLE. 2. Any off- EXISTING PARKING street parking area already in use or established 118,06,613 & SPACES hereafter shall not be reduced below the ratios 18.28.260 required in Table 18-5. Any change of use must meet the parking requirements of the new use. I (ALL USES: For Commercial Corridor, see Figure 18.28.260 & REQUIRED PARKING 118-7. SHOPPING CENTER 25,000-499,999 SQ. (TABLE 18-5 j F.T 4/1000 SF. BICYCLE 1150 STALLS 2 MIN. & I8-7 I {i + 127840 ( 1000 = 27.84 PARKING REQUIRED = 4 (PARKING COMPLIANCE x 27.84.= 112 MIN. (EXCEEDS MIN. REQUIRED iTABLE 18-7 t � PARKING) e 16 MIN. ACCESSIBLE PARKING SPACES PER IBC 'IBC TABLE ACCESSIBLE PARKING (TABLE 1106A (151 TO 200 SPACES) 11106.1 i SETBACKS. i 'SIDE & REAR = 5' MIN. (TABLE 18-2 CONSTRUCTION TYPE PER1WOOD FRAME, ASSUMED VB CONSTRUCTION IBC ITYPE YEAR BUILT 1982 _.._...... _.. _._._ FIRE SPRINKELRS YES i._.. FIRE ALARM YES i EXISTING CONDITIONS -GARBAGE FACILITIES 26 BUILDING HEIGHT 26 ft NOT TO SCALE '_..__._......_.-..._.._. STORIES 1 EXISTING BUILDING AREA 27,840 sf TENANT AREA (EXISTING) 1,397 sf ' i'EXISTING TENANT OCCUPANCY tt' 1 M MERCANTILE I PER IBC 2C EXISTING CONDITIONS -REAR OF STORE NOT TO SCALE BUILDINGS AND TENANT SPACES <50 EXISTING: GARBAGE & RECYCLING FACILITIES Parkway Village TENANT SPACE 17139 Southcenter Parkway Tukwila, Washington 98188 EXISTING 1 STORY BUILDING 27,840 SQ. FT. EXHIBIT "B-I" SITE PLAN OF SHOPPING CENTER EXISTING SITE PLAN NORTH PARKWAY VILLAGE SHOPPING CENTER ACCESSIBLE PARKING 4CCESSIBLE ROUTE EXISTING ACCESSIBLE PARKING EXISTING ACCESSIBLE PARKING EXISTING ACCESSIBLE SIDEWALK — EXISTING SHOPPING CENTER SIGN — EXISTING PARKING ACCESSIBLE PARKING EXISTING ACCESSIBLE PARKING REVIEWED FOR CODE COMPLIANCE APPROVED FEB 05 2019 City Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN' 16 2019 PERMIT CENTER 1 FLOOR PLAN LEGEND P., gJ'Al, P� IU rn CF mummm OPER DOOR SCHEWLE .—ILREFERENOE =RHRX HEIGHr ...... HEIU.'E REFERENCE NO. PER DOOR W1 NEW PARTITION TO ® BOTTOM Or ENISTIND SAC ±—DIU.N.O. IL—INRIPONIF TO— ACCESSORY SFN STORE RMRF OMOD SERVICE EQUIPMENT (D KEYNOTE (DEMOLITION FLOOR PLAN KEY NOTE NO. NOTE 1 REMOVE EXISTING DOORAND FRAME 2 REMOVE EXISTINGALUM. THRESHOLD 3 REMOVE EXISTING FLOORCOVER NG 4 REMOVE EXISTING BASE 5 REMOVE EXISTING NON -LOAD BEARING PARTITION 6 REMOVE EXISTING CASEWORK, COUNTERTOP AND BACKSTLZI-1 7 REMOVE EXISTING TOILET ACCESSORIES 8 REMOVE EXISTING WATER CLOSET 9 REMOVE EXISTING MOP SINK 10 REMOVE EXISTING WATER HEATER 77 DEMOLITION OF EXISTING ELECTRICAL, LIGHT FIXTURES, RECEPTACLES& SWITCHES AS REQUIRED. 12 DEMOLITION OF EXISTING FIVACSYSTEMS AS REQUIRED. 13 REMOVE EXISTING LIGHT FIXTURE. 14 REMOVE EXISTING ELECTRICAL SWITCH OR RECEPTACLE. 15 REMOVEEXII TING SUSPENDED CEILING GRID& ACOUSTICAL PANELS. 16 REMOVEEXIII TING EXHAUST FAN AND ASSOCATED DUCTWORK. 17 EXISTING FIRE EXrINGUISHERT0 REMAIN 18 SAW CUT AND REMOVE EXISTING CONCRETE SLABAS REQUIRED FOR NEW BELOW -GRADE PLUMBING INSTALLATION. VERIFY AREA OF SLABTO BE REMOVED. 19 EXISTING STOREFRONT ENTRANCE DOORTO REMAIN. 20 EXISTING DEMISING WALLTO REMAIN 21 EXISTINGFIV CTOREMAIN 22 EXISTING SUSPENDED CEILING SYSTEM TO REMAIN 23 EXISTING LIGHT FIXTURE TO BE RELOCATED 24 EXISTING DOORTO REMAIN 25 EXISTING STEEL COLUMN TO REMAIN 26 REMOVE ANY EXISTING STORE FIXTURES, SHELVES OR OTHER COMPONENTS THAT ARE NOT PART OF THE PROPOSED TENANT ,IMPROVEMENTS. VERIFY EXISTING FIELD CONDITIONS. 27 VERIFY LOCATION OF EXISTING FIRE SPRINKERS 28 EXISTING LIGHT FIXTURE TO REMAIN 29 REMOVE EXISTING GYPSUM CEILING SYSTEM KEY NOTE NO. NOTE NEW CONSTRUCTION 40 REPAIR ALL GYPSUM WALLBOARD WALLS AS MAY BE REQUIRED FOR PAINTING INCLUDING FILLING HOLES, RE - TEXTURING AREAS THAT ARE DAMAGED TO MATCH THE ADJACENT TEXTURE. 41 NEW 4" THICKNESS CONCRETE SLAB WHERE EXISTING SLAB REMOVED FOR INSTALLATION OF BELOW GRADE PLUMBING. VERIFY AREA WITH PLUMBING SUBCONTRACTOR. 42 NEW FLOOR COVERING PER INTERIOR FINSIH SCHEDULE 43 NEW FIRE EXTINGUISHER 2A 20B:C 5# 44 ROOF REPAIR AT PENETRATION AT NEW PLUMBING VENTS WHERE OCCURS 45 FIBERGLASS REINFORCED PANEL (PRE) 46 CORNER GUARD SIGNS 1 SIGN 1 RESTROOM SIG l 2 SIGN HANDWASHING SINK SIGN NEW ELECTRICAL WORK 50 EXISTING ELECTRICAL TENANT SUB -PANEL, VERIFY THAT THE PANEL IS SUFFICIENT FOR THE PROPOSED IMPROVEMENTS. 51 3-BOX & POWER FOR TENANT SIGNAGE 52 NEW ELECTRICAL RECRTACLE 20A U.N.O. 53 NEW ELECTRICAL SWITCH REFLECTED CEILING & LIGHTING PLAN REFERENCE NO. 60 NEW ACOUSTICAL CEILING TO MATCH EXISTING 61 NEW SUSPENDED ACOUSTIC CEILING SYSTEM 62 NEW GYPSUM WALLBOARD CEILING 63 REMODEL EXISITNO SUSPENDED CEILING WHERE LIGHTS OR HVAC MOVED OR REMOVED, _ 64 NEW LIGHT FIXTURE 65 1 NEW EXHAUST FAN NEW MECHANICAL WORK 70 1 NEW INTERIOR DUCTWORK AND DISTRIBUTION AS REQUIRED NEW PLUMBING WORK 80 ALL NEW PLUMBING FIXTURES TO EXISTING SANITARY DRAIN PER CODES. T T NORTH SCALE: 1/4" = 1'-0" t� NORTH PROPOSED TENANT SPACE 1,397 SQ. FT. OCCUPANCY GROUP B 0 2 4 6 8 10 <50 OCCUPANTS 1 111111111111111111 11111 PER IBC 303.1.1 GRAPHIC SCALE 1/4" = 1'-0" Paul Franks Architecture 19005 NE 151stStreet Woodinville, Washington 98072 Telephone 425,785.8780 E-Mail paulfranks@frontier.com mw.paulfranksarchitecture.com REGISTERED ARCHITECT 'A STATE 4-J � Go 2� 0 m w I 00 0 0 CO 0 E E GO 0 U co I 4—J V) i�: E m (z LU 3r +0' ni di -he .2i E = 0 :3 < _J Z) E ED LU 'foothie INS e6� D I WFUMMIN PERMIT SUBMITTAL Revisions Project No. 2018-14 _-Sheet RECEIVED A4.1 CITY OF TUKWILA Q Copyright 2018 JAN 16 2019 Paul Franks Architecture PERMIT CENTER FLOOR PLAN LEGEND nnDNs ns.z a, ona 11As le — jD'IIDIDSION eF e IFUU„ e.R s N"asNw a°,."rzhEMiaslmar FUNP assE.IRUEs D-u DOOR REF. No. PER DOOR SCHEDULE LING DOCK X DETAIL REFERENCE DOOR REFERENCE NO, PER DOOR SCHEDULE W1 NEW PARTMON TO ® BOTTOM OF EXISTING SAC PLUMBING FXTURE lA TOILET ACCESSORY SFb STORE FIXTURE FO FWD SERVICE EQUIPMENT OKEY NOTE I DEMOLITION FLOOR PLAN I KEY NOTE NO. NOTE 1 REMOVE EXISTING DOORAND FRAME 2 REMOVE EXISTINGALUM. THRESHOLD 3 REMOVE EXISTING FLOORCOVERING 4 REMOVE EXISTING BASE 5 REMOVE EXISTING NON -LOAD BEARING PARTITION 6 REMOVE EXISTING CASEWORK, COUNTERTOP AND BACKSPLASH 7 REMOVEEXISTING TOILET ACCESSORIES 8 REMOVE EXISTING WATER CLOSET 9 REMOVE EXISTING MOP SINK 10 REMOVE EXISTING WATER HEATER DEM0LITIONOF EXISTING ELECTRICAL, LIGHT FIXTURES, 11 RECEPTACLES & SWITCHES AS REQUIRED. 12 DEMOLITION OF EXISTING HVAC SYSTEMS AS REQUIRED. 13 REMOVEEXISTING LIGHT FIXTURE. 14 REMOVE EXISTING ELECTRICAL SWITCH OR RECEPTACLE. REMOVE EXISTING SUSPENDED CEILING GRID & ACOUSTICAL 15 PANELS. 16 REMOVE EXISTING EXHAUST FAN AND ASSOCAITED DUCTWORK. 17 EXISTING FIRE EXTINGUISHERTO REMAIN SAW CUT AND REMOVE EXISTING CONCRETE SLAB AS REQUIRED 18 FORNEW BELOW -GRADE PLUMBING INSTALLATION, VERIFY AREA OFSLABTO BE REMOVED. 19 1EXISTINGSTOREFRONT ENTRANCE DOORTO REMAIN. 20 1 EXISTING DEMISING WALLTO REMAIN 21 EXISTING HVACTO REMAIN 22 EXISTING SUSPENDED CEILING SYSTEM TO REMAIN 23 EXISTING LIGHT FIXTURE TO BE RELOCATED 24 EXISTING DOORTO REMAIN 25 EXISTING STEELCOLUMNTO REMAIN REMOVE ANY EXISTING STORE FIXTURES, SHELVES OR OTHER 26 COMPONENTS THAT ARE NOT PART OF THE PROPOSED TENANT IMPROVEMENTS. VERIFY EXISTING FIELD CONDITIONS. 27 IVERIFY LOCATION OF EXISTING FIRE SPRINKERS 28 EXISTING LIGHT FIXTURE TO REMAIN 29 IREMOVE EXISTING GYPSUM CEILING SYSTEM KEY NOTE NO. NOTE NEW CONSTRUCTION REPAIR ALL GYPSUM WALLBOARD WALLS AS MAY BE REQUIRED FOR PAINTING INCLUDING FILLING HOLES, RE - 40 TEXTURING AREAS THAT ARE DAMAGED TO MATCH THE ADJACENT TEXTURE, NEW 4" THICKNESS CONCRETE SLAB WHERE EXISTING SLAB REMOVED FOR INSTALLATION OF BELOW GRADE 41 PLUMBING. VERIFY AREA WITH PLUMBING SUBCONTRACTOR. 42 NEW FLOOR COVERING PER INTERIOR FINSIH SCHEDULE 43 NEW FIRE EXTINGUISHER 2A 20B:C S# ROOF REPAIR AT PENETRATION AT NEW PLUMBING 44 VENTS WHERE OCCURS 45 FIBERGLASS REINFORCED PANEL(FRP) 46 CORNER GUARD SIGNS SIGN 1 RESTROOM SIGN 2 HANDWASHING SINK SIGN i NEW ELECTRICAL WORK EXISTING ELECTRICAL TENANT SUB -PANEL. VERIFY THAT 50 THE PANEL IS SUFFICIENT FOR THE PROPOSED IMPROVEMENTS. 51 J-BOX & POWER FOR TENANT SIGNAGE 52 NEW ELECTRICAL RECPTACLE 20A U.N.O. 53 NEW ELECTRICAL SWITCH ;REFLECTED CEILING & LIGHTING PLAN REFERENCE NO. 60 NEW ACOUSTICAL CEILING TO MATCH EXISTING 61 NEW SUSPENDED ACOUSTIC CEILING SYSTEM 62 NEW GYPSUM WALLBOARD CEILING REMODEL EXISITNG SUSPENDED CEILING WHERE 63 LIGHTS OR HVAC MOVED OR REMOVED. 64 NEW LIGHT FIXTURE 65 NEW EXHAUST FAN NEW MECHANICAL WORK NEW INTERIOR DUCTWORK AND DISTRIBUTION AS 70 REQUIRED NEW PLUMBING WORK CONNECT ALL NEW PLUMBING FIXTURES TO EXISTING 80 SANITARY DRAIN PER CODES. FOOD SERVICE EQUIPMENT & STORE FIXTURE PLAN L ET TYP. 40 2'-0" EXISTING SERVICE DRIVEWAY 1U_ O O W 1 10'-6" HT. (2) 5 OFFICE 9 _7 —fj 42 TYP. 46 4 STORAGE co (3) " 46 _ FI SLAB PATCH ""----` -. WHERE REQURRED TIP. �1 IDr� TYP. _ TYP. i I ".--F y 0 t ( ( 45 3 WALLS 41 TYP. ALL WALLS 45 t I I4-P 2 WALLS C NS REQUIRED P 10 mI�'-6" AS.1 c o --- P 6 ICE MACHINE INDIRECT DRAIN N 46 - U— W2 o a .� -T...,10._6�. IT. w �... iMPLOYEE TOILET ROOM ('.. _ 46 PS _- 1o'-6"HT• 46 M p 6 SINK INDIRECT DRAIN _ N 2, -4,. S 1 N 2 ^ A5.1 O — w FLUSH TO FACE OF ON, TS.-- - - 3._g„ 4 W-81/2" CAB t ;;, - _ 6 ORDER PREPARATION ;� A� 46 s=o., Y v A5., 42 TYP. 1IGN1 -- 6 40 TYP. 13 TS POST O °o TYP. 2; DO 4 M� - �'S �_ M v 76, 6" 6'-9 1 /8" TS POST LAYOUT 3 as-vz Hr. 13 _. TS POST >' S �� / 3 \ TS POST LAYOUT FOR LOW WALL SUPPORT SCALE. 1 /4' = 1 `-0" 1 RETAIL MERCHANDISE SALES EXISTING ADJACENT EXISTING ADJACENT TENANT SPACE TENANT SPACE ' INDIAN CURRY PALACE" "REDWING SHOES" OCCUPANCY GROUP A-2 I OCCUPANCY GROUP M I i S\)\P\IPE LEG SUPPORTS ( i 7 7 15 OCCUPANTS EX T '.CUSTOMER GUNTER EXISTING SIDEWALK O FLOOR PLAN NORTH PROPOSED TENANT SPACE 1,397 SQ. FT. OCCUPANCY GROUP <50 OCCUPANTS PER IBC 303.1.1 REvlcw�0 i-OR CODE COMPLIANCE APPROVED FEB 0 5 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 1'6 2019 PERMIT CENTER C) Q Paul Franks Architecture 19005 NE 151st Street Woodinville, Washington 98072 Telephone 425.785.8780 E-Mail paulfranks@froniier.com IIII --�' ARCHII "I ' tPAULPAUL EVAN FRANKS ' STATE OF WASHINGTON W 4-J � � Oj�_o n N OL � s E E a /E O ) CO CD V4u C 0) rn N 4-J -I-- lin �: E 1 tB Vol l4 W V) T p� V 0i) ti a M ro E Q ^L 0] W g po 8 � a q M FLOOR PLAN FOOD SERVICE & STORE FIXTURE PLAN ISSUED FOR BUILDING PERMIT SUBMITTAL Revisions Date 1/10/19 Project No. 2018-14 m Copyright 2018 Paul Franks Architecture REFLECTED CEILING PLAN LEGEND ® OPEN SHAFT (NO CEILING) NEW LIGHTING FIXTURE PER ELECTRICAL NEW SUSPENDED ACOUSTICAL DRAWINGS CEILING SYSTEM C2 / A4.3 EXISTING LIGHTING FIXTURE PER FF EXISTING SUSPENDED ELECTRICAL DRAWINGS ACOUSTICAL CEILING SYSTEM TO REMAIN NEW SUSPENDED GYPSUM WALLBOARD CEILING SYSTEM Cl / A4.3 PARTITION OR WALL EXTENDING ABOVE FINISHED CEILING PARTITION OR WALL TERMINATING AT FINISHED CEILING FLOOR COVERING LEGEND VCT FLOORING POLISHED CONCRETE SLAB WITH SEALER HVAC LEGEND SUPPLY AIR CEILING DIFFUSER RETURN AIR CEILING DIFFUSER ®ENVIRONMENTAL EXHAUST FAN & DUCT TO EXTERIOR SUSPENDED CEILING FRAMING SYSTEM W/ GYPSUM ASSEMBLY NO. ICC-ES C1 WALLBOARD CEILING, NON -FIRE RATED, 4 PSF MAX. CEILING EVALUATION REPORT WEIGHT #ESR-2631. SYSTEM 3.1.2 "HEAVY DUTY " 6-1-2011 CATEGORY O FRAMING MEMBERS: FURRING MAIN RUNNERS, CROSS TEES & ACCESSORIES, ALUMINUM OR STEEL PER ESR-2631 SECTION 3.2.1. ASTM C 635 HEAVY DUTY CLASSIFICATION. INSTALLATION SHALL COMPLY WITH IBC 808.1.1, MANUFACTURER'S INSTALLATION INSTRUCTIONS, ASTM C 635 & ASTM C 7 636. 11 3 5 6 HANGER WIRE FOR SUSPENDED CEILING FRAMING MEMBERS, AND FIXTURE, 0 MUST COMPLY WITH ASTM C636. UNIFORM CEILING WEIGHT MUST NOT EXCEED 4 PSF. ALL COMPONENTS SUSPENDED FROM STRUCTURAL BUILDING COMPONENTS ONLY, SYSTEM SHALL MEET THE DEFLECTION CRITERIA L/ 360 MAX. OSEISMIC BRACING: AS REQUIRED TO COMPLY WITH THE PROVISIONS OF OSSC 1613, SECTION 13.5.6.2.2 OF ARCS 7-010, ASTM C 635, ASTM C 636 AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. 12 GA. BRACE WIRE: AT 45° TO PLANE OF THE CEILING AND PARALLEL TO COMPONENTS INTERSECTING AT THE BRACE LOCATION. CEILING AREAS OF LESS THAN 144 SQ. FT. ARE EXEMPT. O WALL ANGLE 2" AS REQUIRED BY CODE OR CLIPS MAY BE USED WHE P CEILING 1 4 OF THE SUSPENDING CEILING LISTING & APPROVED BY THE AHJ, EXCEPTION: g CEILINGS 144 SQ.FT, OR LESS AND SURROUNDED BY WALLS THAT CONNECT 2 10 DIRECTLY TO THE STRUCTURE ABOVE ARE EXEMPT FROM THE 2" WALL ' ANGLE REQUIREMENT. (CISCA 3-4, PG. 1, ASCE 7-10, 13.5.6.2.2) 8 VERTICAL COMPRESSION STRUT: FASTENED TO THE MAIN RUNNER eAl1 e" 3 &_ a O EXTENDED TO & FASTENED TO STRUCTURE ABOVE. THE STRUT SHALL BE s.t ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. LOCATE AT 12' O.C. EA. WAY MAXIMUM, 6' MAX. FROM WALL. MFG. TO PROVIDE STRUT ABLE TO RESIST 65# COMPRESSIVE LOAD. 0LIGHTING FIXTURES MUST BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM W/ CONNECTORS HAVING A MINIMUM CAPACITY, IN ANY DIRECTION OF 100% OF THE LIGHT FIXTURE WEIGHT. LIGHTING FIXTURE MAY ALSO BE ATTACHED TO THE CEILING FRAMING MEMBERS W/ CLIPS COMPLYING WITH THE ISS-ES ACCEPTANCE CRITERIA FOR ATTACHMENT DEVICES FOR RECESSED LIGHTING FIXTURES IN SUSPENDED CEILING SYSTEMS (AC184) O STRUCTURAL BUILDING COMPONENTS. oSCREW-ATTACHED GYPSUM WALLBOARD: 1/2"REGULAR GYPSUM WALLBOARD PERPENDICULAR TO FRAMING MEMBERS 24" MAX. O.C. OR PARALLEL TO FRAMING MEMBERS 16" O.C. MAX., OR 5/8" REGULAR GYPSUM WALLBOARD APPLIED PARALLEL OF PERPENDICULAR TO FRAMING MEMBERS SPACES 24" MAX. O.C. FASTEN W/ 1" TYPE S SCREWS @ 12" O.C. FINISHED PER FINISH SCHEDULE. 0 SPRINKLER HEAD REQUIREMENTS: FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TO ALLOW FREE MOVEMENT OF AT LEAST 1" IN ALL DIRECTIONS. 10 SEISMIC SEPARATION JOINT REQUIREMENTS: FOR CEILING AREAS EXCEEDING 2500 SQUARE FEET, A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING UNLESS ANALYSIS ARE PERFORMED OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES & PENETRATIONS PROVIDE SUFFICIENT CLEARANCE. HANGER WIRE WOOD SCREW 1/4" DIA. WITH 1-1/4" MINIMUM PENETRATION 11 INTO BOTTOM OF WOOD JOIST. WITHDRAWAL CAPACITY = 121 LBS (G=0.42 MINIMUM) C2 ICEILING SYSTEM -SUSPENDED ACOUSTICAL PANEL SYSTEM NON -FIRE RATED EXPOSED TEE SUSPENDED CEILING GRID SYSTEM: 15/16" WIDE X 1-1/2" HIGH WITH CONT. SPACER BAR LOCKED TO ALL COMPONENTS ON THE UNATTACHED WALLS. NON -FIRE RATED ASSEMBLY. INSTALLATION SHALL 8, COMPLY WITH IBC 803.9, MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE PROVISIONS OF ASTM C635 AND ASTM C 636. ,.----"-" O SUSPENSION WIRE: 12 GA. MIN. AT 4' O.C. MAX. ALL COMPONENTS SUSPENDED FROM STRUCTURAL BUILDING COMPONENTS ONLY, SYSTEM O SHALL MEET THE DEFLECTION CRITERIA OF U 360 MAX.. ACOUSTICAL CEILING UNITS: PER SPECIFICATIONS ' I 1 o- 3 CS O SEISMIC BRACING: AS REQUIRED TO COMPLY WITH THE PROVISIONS OF ASTM C635 AND ASTM C 636 AND MANUFACTURER'S INSTALLATION 6.1 CELMN 8 INSTRUCTIONS. 12 GA. BRACE WIRE: AT 45' TO PLANE OF THE CEILING AND SUSPENDED 6.1 PARALLEL TO COMPONENTS INTERSECTING AT THE BRACE LOCATION. CEILING-COMPRES WAL MOL , SION STUD W/ ATTACHEM I) WALL ANGLE AS REQUIRED BY CODE. POP RIVET WALL ANGLE TO CROSS SPLAY WIRE 7 SUSPENDED RUNNER AT 2 ADJACENT SIDES ONLY. BRACING A6.1 ACOUSTICAL CEILING LAYOUT 6 O SUSPENDED CEILING -COMPRESSION STUD W/ SPLAY WIRE BRACING O FLOOR / CEILING ASSEMBLY ABOVE OCOMPLY WITH SUSPENDED CEILING SYSTEM NOTES FOR SEISMIC DESIGN CATEGORIES D, E, AND F O COMPLY WITH SUSPENDED CEILING SYSTEM DETAILS. TYP. THIS ROOM TYP. THIS IF4 TYP. THIS ROOM TYP. THIS ROC U.N.O. ±803 S.F In■■ I■nn®� MEDiiii"u""' MEN] 11 .....::: Ili FLOOR COVERING PLAN t(\/�� SCALE: 1 4" NORTH 0 2 4 6 8 10 GRAPHIC SCALE 1 /4" = 1'-0" ,._. TYP. THIS ROOM ;.Y0XE019 REFLECTED CEILING PLAN \\{ E ��/. NORTH 0 2 4 6 8 10 GRAPHIC SCALE 1 /4" = 1'-O" 2ACING .ACING ACING REVIEWED FOR CODE COMPLIANCE APPROVED FEB 05 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUK W I LA JAN16 2019 PERMIT CENTER C) Q Paul Franks Architecture 19005 NE 151st Street Woodinville, Washington 98072 Telephone 425.785.8780 E-Mail paulfranks@frontier.com www.paulfranksarchitecture.com �6182 REGISTERED \J ARCHITECT Q UL EVAN FRANKSE OF WASHINGTON W 4—J i, 00 0 j CO a 1° N � m o C,i E 0 .2 w d-J E U `! a 0 J T� a) m .� M ?y co o ¢ �................ W J _ E m.',. W le IL a fi FLOOR COVERING PLAN REFLECTED CEILING PLAN ISSUED FOR BUILDING PERMIT SUBMITTAL Revisions Date 1/10/19 Project No. 2018-14 Sheet A4.3 CC yright 2018 Paul Franks Architecture REFLECTED CEILING PLAN LEGEND ® OPEN SHAFT (NO CEILING) NEW LIGHTING FIXTURE PER ELECTRICAL NEW SUSPENDED ACOUSTICAL DRAWINGS FF CEILING SYSTEM C2 / A4.3 EXISTING LIGHTING R PER E= EXISTING SUSPENDED ICAL ELECIXTTRICAL ELECTRICAL DRAWINGS ACOUSTICAL CEILING SYSTEM TO REMAIN SUSPENDED GYPSUM LLJNEW WALLBOARD CEILING SYSTEM Ci / A4.3 PARTITION OR WALL EXTENDING ABOVE FINISHED CEILING [� PARTITION OR WALL TERMINATING AT FINISHED CEILING ELECTRICAL POWER LEGEND RECEPTACLE, TELEPHONE JACK & CABLE TV MIX FLINCH HEIGHT 15" ABOVE FINISH FLOOR TO THE BOTTOM OF THE RECEPTACLE, EXCEPT WHERE INDICATE OTHERWISE. MOUNTING HEIGHT 1 V MIN, TO BOTTOM A.F.F. PER ICC Al 17.1 SEC. 308.2.1. 48" MAX. HEIGHT. UPPLEXRECEPTACLE20A-125V 20A.125V, COMMERCIAL GRADE. WHITE SPECIFIC USE AS NOTED. DUPLEX RECEPTACLE GROUND FAULT g GFIC ORWIT-INTERRUPTER. 1S 125V, COMMERCIAL GRADE. wGTE ELECTRICAL PANEL SINGLE POLE SWITCH 3yG YSWITCH $OCC SINGLE POLE SWITCH WITH OCCUPANCY SENSOR DIAGRAMAIIC ELECTRICAL SWITCH CONNECTION OJUNCTION BOX. USE AS IDENTIFIED ELECTRICAL EQUIPMENT CONNECTION AS IDENTIFIED ® SPECIAL PURPOSE POWER RECEPTACLE+18'A.F.F. ELECTRICAL LIGHTING LEGEND LIGHT FIXTURE, SURFACE MOUNTED -FIXTURE TYPE AS Y A SNOWN. h E, HEIGHT TO CENTER of Y,A OUTLET BOX. ASGNOIGTEO-FIXTURE TYPE AS SHOWN 'r MOUNTINGHEIGHTBO'MIN. TOBOTTOMOFFIXNRE A.F.F. WHERE PROJECTING FROM FINISHED WALL SURFACE IS MORE THAN 4' PER [CC AT 17.1 SEC. /® 307,C EXIT SIGN SIDE OR FLAG MOUNT EXIT SIGN: BACK SURFACE MOUNT COMMUNCATION LEGEND (1) TELEPHONE PORT 7 111 TELEVISION TYPE P VIDEO PORT N7 COMBINATIN (1) TELEPHONE&(1) DATA RJ-45 WIRING MOST COMBINATIAN 111 TELEPHONE 11) DATA c-11 WIRING FORT (1) TYPE F VIDEO PORT ALARM LEGEND $D SINGLE -AND MULTIPLE-STATbN SMOKE ALARM PER OSSC 907.2.11. COMBINATK)NSMOKE/CARBONMONOXIOE DETECTOR PER OSSC 908.7. 11 TriwTTmr FTYTI IRP Cf iwirrm1 F NEW ELECTRICAL WORK EXISTING ELECTRICAL TENANT SUB -PANEL. VERIFY THAT 50 THE PANEL IS SUFFICIENT FOR THE PROPOSED IMPROVEMENTS. 51 EXISTING FIRE ALARM PANEL 52 EXISTING ILLUMINATED EXIT SIGN 53 REWIRE EXISTING LIGHT FOR NIGHT -LIGHT OPERATION 54 OCCUPANCY SENSOR CONTROLS PER WSEC C405.2.1 IN PRIVATE OFFICES, RESTROOMS. STORAGE ROOMS.. WSEC C405.2A.1 Occupant sensor control function. Occupant sensor controls shall comply with the following: I. Automatically turn off lights within 30 minutes of all occupants leaving the space. 2. Be manual on or shall be controlled to automatically turn the lighting on to not more than 50 percent power. 55 Exception: Full automatic -on controls shall be permitted to control lighting in public corridors, stairways, restrooms, primary building entrance areas and lobbies, and areas where manual -on operation would endanger the safety or security of the room or building occupants. 3. Shall incorporate a manual control to allow occupants to turn lights off. WSEC C405.2.2.2 Light reduction controls. Spaces required to have light reduction controls shall have a manual control that allows the occupant to reduce the connected lighting load in a reasonably uniform illumination pattern by at least 50 percent. Lighting reduction shall be 56 achieved by oneof the following approved methods: 1. Controlling all lamps or luminaires. 2. Dual switching of alternate rows of luminaires, alternate luminaires or alternate lamps. 3. Switching the middle lamp luminaires independently of the outer lamps. 4. Switching each luminaire or each lamp. WSEC C505.1 General. Spaces undergoing a change in occupancy shall be brought up tofull compliance with this code in the following cases: 1. Any space that is converted from an F, S or U occupancy to an occupancy other than F, S or U. 2. Any space that is converted to a Group R dwelling unit or 57 portion thereof, from another use or occupancy. 3. Any Group R dwelling unit or portion thereof permitted prior to July 1, 2002, that is converted to a commercial use or occupancy. Where the use in a space changes from one use in Table C405.4.2 (1) or (2) to another use in Table C405.4.2 (1) or (2), the installed lighting wattage shall comply with Section C405.4. e)�ELEICI SCALE: 1 /4" 00 2 4 E F—IM— GRAPHIC SCALE t./10/i9 i i MANUFACTURER SIZE LAMP TOTAL LENS BALLAST VOLTAGE MATERIAL MOUNTING REFERENCE N0. DESCRIPTION MODEL NO. FIXTURE --- -------- ---- ------ ------ FILL MOUNTING HEIGHT OTHER PICTURE WATTS/ NO. OF NAME WEBSITE WIDTH LENGTH HEIGHT TYPE DESIGNATION LAMP LAMPS WATTS HOUSING FINISH COLOR SY5fEM A.F.F. A PENDANT KICHI.ER www.build.com 43996NI 6" 6" 10-3/4" INCANDESCENT E26 100 WATTS 1 100 WATTS GLASS CANOPY, N/A 120V STEEL BRUSHED NICKEL BRUSHED NICKEL CEILING PENDANT Z-0 ` I B RECESSEDTROFFER LITHONIA w I'thchn GTB 2 32 Al2 12IS 12" 48" 10-3/4" FLUORESCENT TB 32 WATTS 2 64 WATTS #12 PATTERN ELECTRONIC 120V STEEL PAINT WHITE RECESSED 10'-0" MVOLT TUBE ACRYLIC FLUORESCENT EX RECESSEDTROFFER EXISTING EXISTING 24" 46" TUBE TB 32 WATTS 2 64 WATTS LIGHTING PLAN --- SCALE: 1 /4" - VRBPOSED TENANT NORTH SPACE 1,397 SQ. FT. OCCUPANCY GROUP B 0 2 4 6 <5WCCUTWS I III AA GRAPHIC SCALE 1 /4" = 1'-0" RECEIVED CITY OF TU K W I LA MIN FOOD PREPARATION ELEVATION t�'_tntsnF„ ANGLE PER PLAN TYP, ES5LPM IASEkfI Ni � W M OOd,' m iv j \ \ I 75 o \ I q (I; ' ORE li FOOD PREPARATION ELEVATION SCALE: 3/8" = V-O" 15 T Ba05S MYIMM NESYStEM GO GREENA P MENU SIGN WALL ELEVATION 7 ; Esrc rood seav cE EoymweNr I A7.1 FOOD SERVICE EQUIPMENT SCHEDULE A7.2 STORE FIXTURE SCHEDULE 0. sroue ParuRE �A7.3 1PLUMBING FIXTURE SCHEDULE & NOTES Gas PLUMBING F-URE �A7.4 ITOILET ACCESSORIES & SIGN SCHEDULES & DETAILS IA7.5 i DOOR SCHEDULE & INTERIOR FINISH SCHEDULE (a roaET AUBBSORY OPEN COUNTERTOP MENU SIGNS (N.I.C.) 4'-0" COUNTERTOP 6" RADIUS EDGE m ❑I ul i I I I ACCESSIBLE SALES COUNTER 36" MAX. HT, 30" MIN. LENGTH WITH KNEE & TOE 2,_6�,I A CLEARANCE FOR FORWARD---- APPROACH PER [CC Al 17.1-2009 SEC, 904.3.2 KNEE CLEARANCE 30"W X 27" HT. 4'-0" I F 7'-5 7/16"I FOOD ORDER ELEVATION 4'-0" ) iR ELECTRICAL WISH SCH. - BEFIT, CORNER GUARD INSTALL FLUSH TO FINISH FLOORING. STOP VINYL COVE BASE EA. SIDE OF CORNER GUARD _ FRP INSTALL TO FLOOR BEFORE MOP SINK INSTALLATION E" 8 -- MOP HANGER CENTER LINE VALVE Q - Ar SEALANT&BACKER ROD FILLET JOINT - 4 MOP SINK - P 3 & ACCESSORIES ';:.. L _ _ _-HOSE HOLDER 2'-0 3/16" _.__ ROUGH -IN 24-3/16" WIDE VERIFY W/MFG. ALLOW 2'-011/I- 1/2"SEALANT GAP TO FINISH FINISH CLEAR STORAGE AT MOP SINK ELEVATION GWB GWB FRP _ ELECTRICAL RECEPTACLES PER ELECTRICAL PLAN 4 x LIGHT FIXTURES PER ELECTRICAL 0 R ( ( a CORNER GUARD INSTALL FLUSH TO FINISH FLOORING. STOP VINYL COVE BASE EA. SIDE OF CORNER GUARD FRP o FS 1 BASE PER FINISH SCH, BASE CABINET, FS 6 COUNTERTOP & 4" BACKSPASH FOOD ORDER ELEVATION LIGHT FIXTURES PER ELECTRICAL ------ COUNTERTOP I 6COUNTERTOP " RADIUS EDGE 1 1 /2" 6'-4 3/8 6'-3 1 /2"47'-5 7/16 2 =6" 13 ..... ....... r6_"�FOOD ORDER ELEVATION SCALE: 3/8" = V-0" Paul Franks Architecture 19005 NE 151 at Street Woodinville, Washington 98072 Telephone 425.785.11789 E-Mail paullrankE.Frch iencom WWW.paulfranioasPe itecture.com NREGISTERED ARCHITECT PAUL EVAN FRANKS STATE OF WASHINGTON ELEVATIONS CAB 3 ISSUED FOR BUILDING — PERMIT SUBMITTAL OUjEtL`�(L9P17E F0i2 Revisions CODE COMPLIANCE AB 2 PPROVED FEB 052019 City of Tukwila Date 1/10/19 BUILDING DIVISION Project No. 2018-14 Sheet RECEIVED A5.1 CITY OF TUKWILA 1AN 16 2019 © Copyright 2018 — Paul Franks Architecture PERMIT CENTER E NI IBC SECTION 1613 EARTHQUAKE LOADS DESIGN PER ASCE 7: SUSPENDED CEILING SYSTEM NOTES for SEISMIC DESIGN CATEGORIES D, E, AND F WALLMOLDING 1. MOLDINGS HAVE A HORIZONTAL FLANGE OF AT LEAST 2". UNLESS OTHERWISE REQUIRED, THE 2" WALL ANGLE IS REQUIRED AT THE ATTACHED AND UNATTACHED PERIMETERS (ASCE 7-05, 13.5.6.2.2 ). EXCEPTION: CEILINGS 144 SQ.FT. OR LESS AND SURROUNDED BY WALLS THAT CONNECT DIRECTLY TO THE STRUCTURE ABOVE ARE EXEMPT FROM THE 2" WALL ANGLE REQUIREMENT. (CISCA 3-4, PG. 1, ASCE 7-5, 13.5.6.2.2) 2. CLIPS MAY BE USED IN LIEU OF THE 2" WALL ANGLE WHEN PART OF THE SUSPENDING CEILING LISTING. 3. THE CEILING GRID IS ATTACHED TO THE MOLDING AT TWO ADJACENT WALLS. (ASCE 7-5, 9.6.2.6.2.2) 4. UNATTACHED ENDS OF THE GRID SYSTEM HAVE 3/4" MINIMUM TO 1-1 /4 MAXIMUM CLEARANCE FROM THE WALL, REST ON AND ARE FREE TO SLIDE ON THE MOLDING. (ASCE 7-05, 13.5.6.2.2 ) HANGERS S. SUSPENSION WIRES ARE MINIMUM 12 GAUGE WHEN SPACED AT 4' OR 10 GAGE AT 5'. (CISCA 3-4, PG. 1) 6. HANGER WIRE ATTACHMENT DEVICES ARE CAPABLE OF SUPPORTING 100 LBS. (CISCA 3-4, PG,I) 7. CONNECTIONS AT MAIN BEAM AND AT STRUCTURE ARE SECURED WITH A MINIMUM OF 3 FULL TURNS (360°) OR WRAPS IN 3". (ASTM C 636-04) PERIMETER.. SUPPORT 8. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE ARE SUPPORTED MAXIMUM 811. (CISCA 3-4, PG. 2, SECTION 1) 9. SUPPORT OFF WALL OR CEILING DISCONTINUITY WITH 12 GAGE WIRE OR APPROVED WALL SUPPORT. THESE WIRES ARE PLUMB TO WITHIN ONE IN SIX AND MAY ATTACH TO THE ADJACENT WALL OR TO THE STRUCTURE ABOVE. 10. CLIPS MAY NOT BE USED AS ALTERNATE TO THE PERIMETER WIRES. CONNECTIONS AT MAIN BEAM AND AT STRUCTURE ARE SECURED WITH A MINIMUM OF 3 FULL TURNS (360') OR WRAPS IN 3". (ASTM C 636-04) PERIMETER.. SPACERS 11. ENDS OF MAIN RUNNERS AND CROSS TEES ARE TIED TOGETHER (SPREADER BARS OR EQUIVALENT) TO PREVENT SPREADING. (CISCA 3-4, PG 2 SECTION 1, #4) 12. CLIPS MAY BE USED IN LIEU OF SPREADER BARS SUSPENDED.. CEILING.. SYSTEM 13. GENERAL NOTE: ASTM C636, CISCA AND MANUFACTURER DETERMINE THE DUTY CLASSIFICATION OF A GRID SYSTEM BY THE LOAD CARRYING CAPACITY OF THE MAIN RUNNERS. 14. MAIN BEAM AND CROSS TEE INTERSECTIONS AND SPLICES HAVE CONNECTION STRENGTHS OF A MINIMUM 180 LBS. IN COMPRESSION AND IN TENSION. (CISCA 3-4, PG 1 SECTION 3, #2) 15. CROSS TEES SUPPORTING LIGHT FIXTURES HAVE THE SAME LOAD CARRYING CAPACITY AS THE MAIN BEAMS OR ARE INSTALLED WITH SUPPLEMENTAL HANGERS WITHIN 3" OF EACH CORNER OF EACH FIXTURE. (CISCA 3-4, PG 2, SECTION 2) (SEE ALSO LIGHT FIXTURES PORTION OF THIS CHECKLIST) T EL CROSS TEES SUPPORTING MECHANICAL SERVICES HAVE THE SAME LOAD CARRYING CAPACITY AS THE MAIN BEAM OR ARE INSTALLED WITH SUPPLEMENTAL HANGERS WITHIN 3" OF EACH CORNER OF EACH FIXTURE*. (CISCA 3-4, PG 2, SECTION 3) LATERALFORCE..BRACING 17. CEILING AREAS GREATER THAN 1000 SQ.FT. HAVE LATERAL FORCE BRACING. 18. RIGID BRACING MAY BE USED INSTEAD OF DIAGONAL SPLAY WIRES. (OSSC 1613.1, ASCE 7-5, 13.5.6.2.2) 19. BRACING MUST LIMIT CEILING MOVEMENT TO LESS THAN 1 /4" AT THE POINT OF ATTACHMENT. (IBC 1613.1, ASCE 7-05, 13.5.6.2.2) 20. SPLAY WIRE BRACING IS IN CLUSTERS OF FOUR 12 GAGE WIRES ATTACHED TO THE MAIN BEAM WITHIN 2" OF THE CROSS TEE INTERSECTION. WIRES ARE ARRAYED 90° FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING. (CISCA 3-4 PG 2, SECTION 1, #3) 21. A STRUT, WITH STIFFNESS ADEQUATE TO RESIST THE VERTICAL LOADS IMPOSED, IS ATTACHED TO THE SUSPENSION SYSTEM AND TO THE STRUCTURE ABOVE AT EACH BRACING LOCATION (CISCA 3-4 PG 2, SEC 1, #3). INSTALL STRUTS SPECIFIED BY MANUFACTURER FOR PROPRIETARY SYSTEMS OR SELECT AN APPROVED STRUT FROM TABLE 1 OR PROVIDE AN ENGINEERED STRUT. 22, ATTACH STRUT TO GRID WITH MINIMUM (2) #8 SELF DRILLING, SELF TAPPING STEEL SCREWS AND TO STRUCTURE WITH (2) #6 WOOD SCREWS, SINGLE SHOT PIN OR (2) #8 SELF DRILLING, SELF TAPPING STEEL SCREWS PER CONSTRUCTION CONDITIONS. (DOESN'T APPLY TO CONDUIT TYPE STRUTS.) 23. HORIZONTAL RESTRAINT POINTS ARE NO MORE THAN 12' ON CENTER IN EACH DIRECTION, AND THE FIRST POINT MUST BE WITHIN 6' OF EACH WALL UNLESS OTHERWISE REQUIRED. (CISCA 3-4, PG 2, SECT. 1, #3) 24' ATTACHMENT OF THE BRACING WIRES TO THE MAIN BEAM AND TO THE STRUCTURE ARE CAPABLE OF SUPPORTING THE GREATER OF 200 LBS OR THE ACTUAL DESIGN LOADS WITH A SAFETY FACTOR OF 2. (CISCA 3-4, PG 2, SEC 1, #3) 25. BRACING MEMBERS ARE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES. (CISCA 3-4, PG 2, SEC 1, #3) LIGHT_EIXTURES 26. ALL FIXTURES ARE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM. THE ATTACHMENT DEVICE IS ABLE TO WITHSTAND 100% OF THE WEIGHT OF THE FIXTURE ACTING IN ANY DIRECTION. (CISCA 3-4 PG 2, SECT. 2) 27. CROSS RUNNERS SUPPORTING THE ENDS OF LIGHTING HAVE THE SAME CARRYING CAPACITY (16LB./FT.) AS THE MAIN TEES OR REQUIRE SUPPLEMENTAL NO. 12 GAGE HANGER WIRES ATTACHED TO THE GRID MEMBERS WITHIN 3 " OF EACH CORNER OF EACH FIXTURE SUPPORTED BY A CROSS TEE. (CISCA 3-4 PG 2, SECT. 1 & 2) 28. FIXTURES WEIGHING 56 LBS, OR LESS HAVE TWO 12 GAGE WIRES ATTACHED AT DIAGONAL CORNERS. THESE WIRES MAY BE SLACK. (CISCA 3-4 PG 2, SECT. 2) 29. FIXTURES WEIGHING IN EXCESS OF 56 LBS. ARE INDEPENDENTLY SUPPORTED FROM THE BUILDING STRUCTURE. (CISCA 3-4 PG 2, SECT. 2) 30. PENDANT MOUNTED FIXTURES ARE SUPPORTED DIRECTLY FROM THE STRUCTURE USING 9 GAGE WIRES. THEY MAY NOT USE THE CEILING SUSPENSION SYSTEM FOR SUPPORT. (CISCA 3-4 PG 2, SECT. 2) MECHANICAL.SERVICES 31. MECHANICAL SERVICES LESS THAN 20 LBS. ARE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM MAIN BEAMS OR TO CROSS TEES WITH THE SAME LOAD CARRYING CAPACITY. (CISCA 3-4, PG 2, SECTION 3)32. TERMINALS OR SERVICES WEIGHING 20 LBS TO 56 LBS. HAVE TWO 12 GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR TO THE STRUCTURE ABOVE. (CISCA 3-4, PG. 2, SECTION 3) 33. TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. ARE INDEPENDENTLY SUPPORTED. (CISCA 3-4, PG. 2, SECTION 3) PARTITION ATTACHMENT 34. PARTITIONS ATTACHED TO THE CEILING SUSPENSION SYSTEM ARE LATERALLY BRACED TO THE BUILDING STRUCTURE. THIS BRACING IS INDEPENDENT OF ANY CEILINGS SPLAY WIRE BRACING. (IBC 1613.1, ASCE 7-5, 13.5.6.2.2) 35. ATTACHED PARTITIONS CANNOT CROSS SEISMIC SEPARATION JOINTS PENETRATIONS 36. CEILINGS WITHOUT RIGID BRACING HAVE 2" OVERSIZED TRIM RINGS TO ALLOW 1" HORIZONTAL MOVEMENT IN ALL HORIZONTAL DIRECTIONS AT SPRINKLER HEADS AND OTHER PENETRATIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1" OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS AT THE TOP OF THE SPRINKLER HEAD EXTENSION. (IBC 1613.1, ASCE 7-05, 13.5.6.2.2) SEISMIC SEPARATION JOINTS 37. CEILING AREAS GREATER THAN 2500 SQ.FT. SHALL HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS UNLESS ANALYSES ARE PERFORMED TO DEMONSTRATE THAT THE CLOSURE TRIMS AND ANGLES PROVIDE ENOUGH CLEARANCE TO. ACCOMMODATE THE ADDITIONAL CEILING MOVEMENT. EACH AREA TO PROVIDE ?" CLEARANCE AS DETAILED ABOVE UNDER WALL MOLDING. REFER TO MANUFACTURER FOR SEISMIC SEPARATION JOINT OR PROVIDE ALTERNATE SYSTEM TO THE CITY FOR REVIEW. (IBC 1613.1, ASCE 7-OS, 13.5.6.2.2) 38. LATERAL FORCE BRACING WOULD BE REQUIRED WITHIN BET. OF THE JOINT AS IF IT WAS A STAND-ALONE CEILING. 39. PERIMETER WIRES AND/OR HANGER WIRES WOULD BE REQUIRED AT EACH SIDE OF THE SEISMIC SEPARATION JOINT AS IF IT WAS A STAND-ALONE CEILING. 40. MAINTAIN CONNECTION OF GRID TO (2) ADJACENT WALLS AS NOTED UNDER THE WALL MOLDING SECTION. WHERE MULTIPLE SEISMIC SEPARATION JOINTS CREATE A CONDITION WHERE A WALL CONNECTION IS NOT POSSIBLE, LATERAL FORCE BRACING OR EQUIVALENT WILL BE PROVIDED TO SATISFY THE ADJACENT WALL REQUIREMENT. 41. PERIMETER SPACERS (SPREADER BARS) OR EQUIVALENT ARE INSTALLED AT EITHER SIDE OF JOINT. ARMSTRONG PRELUDE WALL MOLDING #7800 12 GA. GALV. HANGER WIRE @ 4'-0" O.C. TYP. WIRES TO BE TAUT AND TIED BOTH ENDS WITH THREE TIGHT WRAPS. ARMSTRONG PRELUDE MAIN BEAM OR PRELUDE XL CROSS TEE ATTACHED WALL ANGLE. G �, INSTALL PER ASTM C636 WALL MOLD ATTACHMENT AT UNATTACHED WALL CONDITION 4 SCALE: 3" = V-0" HANGER WIRE WOOD SCREW 1/4" _- SPLAY WI DIA. WITH 1-1/4" MINIMUM PENETRATION INTO BOTTOM OF WOOD JOIST. WITHDRAWAL VERTICAL CAPACITY = 121 LBS (G=0.42 COMPRESS MINIMU --- 8" _............MAX. 0 12 GA. GALV. HANGER WIRE @ 4'-0" O.C. TYP. WIRES TO BE TAUT AND TIED BOTH ENDS WITH THREE TIGHT WRAPS. BRACING WIRES TO BE — ATTACHED A MAXIMUM OF 45° TO THE PLANE OF THE CEILING AND PARALLEL TO THE COMPONENTS AT THE 45° OR BRACING POINT. i 45° OR ARMSTRONG CROSS @ 2'-0" O.C. MAXIMUM COMPRESSION STRUT LENGTHS FOR 180 LB. SEISMIC LOAD: SINGLE 1-5/8" METAL STUD (20 GAUGE)-10 FEET MAX. BACK-TO-BACK 1-5/8" METAL STUDS (20 GAUGE)-15 FEET SINGLE 2-1 /Z" METAL STUDS (20 GAUGE)-13.5 FEET BACK-TO-BACK 2-1/2" METAL STUDS (25 GAUGE)-15 FEET VERTICAL COMPRESSION STRUT: STEEL STUD 1!4„ I... FASTENED TO THE MAIN BEAM EXTENDED TO & FASTENED TO STRUCTURE hvia• ABOVE. THE STRUT SHALL BE1-.- �isns -'— ADEQUATE TO RESIST THE 1sn 6" VERTICAL COMPONENT ARMSTRONG ARMSTRONG ARMSTRONG INDUCED BY THE PNO.C. O MAIN PRELUDE XL O PRELUDE WALL O WIRES. LOCATE ATBRACING BEAM OR CROSS TEE OR MOLDING #7800 EA. WAY MAXIMUM, W MAX. EQUAL EQUAL OR EQUAL FROM WALL. 180# SEISMIC LOAD. THE BERC-2 CLIP IS USED TO 45° OR LESS SECURE THE MAIN RUNNERS AN[ CROSS RUNNERS ON TWO ADJACENT WALLS TO THE e STRUCTURE AND THE TWO s`7s— 12 GA. GALV. HANGER OPPOSITE WALLS TO THE WIRE. BRACE WIRES PERIMETER TRIM. TO BE TAUT AND TIED BOTH ENDS WITH THREE TIGHT WRAPS. 0`lJ1;4 'OR LESS DETAIL BASED UPON ARMSTRONG CEILING SUSPENSION SYSTEMS SEISMIC PERFORMANCE: PROVIDE ACOUSTICAL CEILING SYSTEM THAT HAS BEEN EVALUATED BY AN INDEPENDENT PARTY AND FOUND TO BE COMPLIANT WITH THE 2015 INTERNATIONAL BUILDING CODE, SEISMIC CATEGORY D, E, AND F. SUSPENDED CEILING -COMPRESSION DSTUD W/ SPLAY WIRE BRACING SCALE: 3" 12 GA. GALV. HANGER WIRE @ 4'-0" O.C. TYP. WIRES TO BE TAUT AND TIED BOTH ENDS1—MAINBEAM WITH THREE TIGHT WRAPS. TEGULAR EDGE SQUARE EDGE LAY -IN -PANELS LAY -IN -PANELS �1 MAIN BEAM SUSPENSION J SCALE: 3" = 1'-0" RE BRACING ION STRUT 12 GA. GALV. HANGER— / WIRE ACOUSTICAL PANELS-----'�� MAIN BEAMS & CROSS TEES WALL MOLDING ---- —�_ (�)_1�7ENDED ACOUSTICAL CEILING SECTION1'-0" ATTACHED GRID ON TWO ADJACENT WALLS WITH POP RIVETS, SCREWS OR OTHER MEANS. 3/4" CLEARANCE AT PERIMETER ON UNATTACHED WALLS AND STABILIZER BARS TO PREVENT THE SPREAD OF MAIN BEAMS AND CROSS TEES. SS.A.C. 2" WALL MOULDING SCALE: 1 -0" ARMSTRONG MAIN BEAMS @ 4'-0" O.C. O ARMSTRONG BERC-2 WALL CLIP BERC2— - WALL CLIP 3/4" gERC-2 ARMSTRONG WALL CLIP PRELUDE WALL ARMSTRONG MOLDING #7800 PRELUDE WALL w/ BERC-2 WALL MOLDING #7800 CLIP OR EQUAL OR EQUAL O ATTACHED SIDE O UNATTACHED SIDE EQUAL AT UNATTACHED WALL ANGLE, INSTALL PER ASTM C636 ARMSTRONG PRELUDE WALL MOLDING #7800 OR EQUAL 12 GA. GALV. HANGER WIRE @ W-O" O.C. TYP. WIRES TO BE TAUT AND TIED BOTH ENDS WITH THREE TIGHT WRAPS, ARMSTRONG PRELUDE MAIN BEAM OR PRELUDE XL CROSS TEE OR EQUAL OR EQUAL WALL MOLD ATTACHMENT @ SUSPENDED CEILING COMPONENTS ��ICALl ACHED WALL CONDITION SCALE: 3" = 1'-0" J3" = 1'-0" 4„ E MAIN BEAM CROSS TEE ARMSTRONG SJCG SEISMIC SEPARATION JOINT CLIP -� CEILING AREAS GREATER THAN 2500 SQ.FT. SHALL HAVE SEISMIC SEPARATION JOINTS (�SEISMIC SEPARATION JOINT V SCALE. 3" = 1'-0" HANGER WIRES - TO STRUCTURE KNURLED ANGLE MOLDING AT 90° EXPOSED TEE GRID ACOUSTICAL CEILING LAY -IN PANEL DRYWALL SUSPENSION 1 1 /4" DRYWALL FRAMING GRID SCREW 15/16" FLUSH --- TRANSITION MOLDING,. 5/8" GYPSUM BOARD ARMSTRONG F W! PROTECTIVE TAPE TAPE (Tape, sand, mud and paint) GWB CEILING / S.A.C. FLUSH TRANSITION SCALE: 2C 2F A6.1 A6.1 () 12-GAUGE GALV, HANGER WIRE @ 4'-0" EA. WAY & 8"MAX. FROM WALL 4 © MAIN RUNNER AND CROSS TEES FASTENED As.1 TO WALL MOLDING WITH ARMSTRONG BERC-2 CLIP (UNATTACHED WALL) © MAIN RUNNER AND CROSS TEES FASTENED TO WALL MOLDING WITH POP RIVETS (ATTACHED WALL) OSEISMIC SEPARATION JOINTS AT CEILING AREAS GREATER THAN 2500 SQ.FT. EQ. APPROVED FEB 0 5 2019 of Tukwila '413 DIVISION RECEIVED COMPLY WITH SUSPENDED CEILING SYSTEM NOTES for SEISMIC DESIGN CATEGORIES D, E, AND F CITY OF TUKWILA ('--� SUSPENDED CEILING FRAMING LAYOUT JAN 1s 2019 SCALE: 1/2" = 1'-0" PERMIT CENTER AREAS 2500 PRE -FINISHED STEEL .—.-__— "" DOOR CASING TIMELY ISH 8 - ADA COMPLIANT SIGN PRE -FINISHED STEEL 2 DOORFRAME PRE -FINISHED STEEL / WALL TYPE FASTEN EL WALL PER DOOR CASING _ PER PLAN WALL TYPE MFG. TIMELY DOOR FRAME WALL TYPE TIMELY #TA-8 CHARACTERS SHALL BE _ PRE -FINISHED STEEL PER PLAN OR APPROVED EQUAL PER PLAN / SURFACE MOUNTED -FASTENER &BACKING AS 48-INCHES MIN., 601NCHES 1/2 r/ REQUIRED FOR WALL SYSTEM MAX. A.F.F. (ANSI 1 ttC DOOR CASING —�{ DOOR SILENCERS BRACKET TIMELY #TA-8 (3) PER STRIKE JAMB PRE -FINISHED 25# MIN, LOAD CAPACITY. - STEEL DOOR FRAME (2) TOGGLE "SNAPSKRU" OR SECTION 703.2.7) . — FASTEN TO WALL FIRE EXTINGUIS R "TC HOLLOW WALL ANCHOR ........... _ HE "" PER MFG. TIMELY _ .-::--..•u.� ,....t:»--- UL RATING PER ni W/ (2) #6 TO 10 SCREWS I `_�`'% Z MOUNT ALL SIGNS AT _ NO STOP FRAME PLAN o FOR 5/8"GWB. o SAME HEIGHT OR APPROVED o qh DOOR EQUAL o ANSI Al 17.1-2003- 308.2. 1 \ "v --- PRE -FINISHED STEEL _ E A DOOR FRAME w', G WARD REACH. FASTEN TO WALL PER 4 - LLQ N R • o _ o FORWARD REACH SER ........................... Aq ,. UNOBSTRUC MFG. TIMELY DOOR '- -`1Lry - 0 0 o UNOBSTRUCTED, THE HIGH FRAME OR APPROVED 1' 4 F `T FORWARD REACH SHALL BE 48 FINISH FLO R EQUAL AB INCHES MAXIMUM AND THE LOW DOOR REACHFORWARD SHALL BE 7 5 03 INCHES MINIMUM ABOVE THE18" X 18" MIN. SPACE FLOOR IN INTERIOR EQUIPMENT Q FLOOR. SSIIGN (ANSI 117ONEOF INTERIOR PRE -FINISHED INTERIOR PRE -FINISHED OPENING JAMB (HEAD a SIGNS MOUNTING 703.2.8) �� STEEL DOOR FRAME HEAD ��C TEEL DOOR JAMB SIMILAR) SURFACE MOUNT FIRE EXTINGUISHER SCALE: 3"=1' 1 CADA COMPLIANT SIGNS ALE: 3' = 1'-0" \ SCALE: 3 = 1' _0" / SCALE. 1 1/2" = V-0" SCALE: 1/2" = V-O" - SEALANT,- SEALANT, SEALANT TO ADHERE TO JOINT SEALANT, TOOLED SMOOTH TOOLED SMOOTH SEALANT TO ADHERE TO JOINT r & COMPACTED INTO SURFACES ONLY (SIDES). SHALL SURFACES ONLY SIDES). SHALL TOOLED SMOOTH WATER HEATER & COMPACTED INTO NOT ADHERE TO THE BACK JOINT&BACKING ROD NOT ADHERE TO THE BACK ( &COMPACTED INTO SURFACE JOINT SURFACE z-JOINT 3' _ _ STAINLESS STEEL SURFACE MOUNT CORNER GUARD SEALANT SHALL NOT d.. � - PROVIDE ANCHORAGE OR STRAPPING TO RESIST ...,... STAINLESS STEEL TYPE 430, 14 -- ADHESIVE ATTACHMENT ADHERE TO THE BACK -- . �- GAUGE CORNER GUARD x DEPTH HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE - DEPTH SURFACE. IN BOND x_ ^l- Q. i•; INPRO SURFACE MOUNT END r,,� MOTION. STRAPPING SHALL BE AT POINTS WITHIN WALL PROTECTOR, 3" X 3" X CLOSED CELL 1 /2" MAX. BREAKER IF REQUIRED 2X 7 /2" MAX. 1 /4" . TN. THE UPPER 1 /3 AND THE LOWER 1/3 OF ITS w __'^I > 1/8" RADIUS, SCREW MOUNTING, POLYEHHYLENE ; , WIDTH VERTICAL DIMENSIONS. AT A POINT,'.A MINIUM p NO, 4 SATIN FINISH 48" HEIGHT, FOAM BACKER ROD �W ,,' BOND BREAKER TAPE DISTANCE OF 4" SHALL BE MAINTAINED ABOVE THE INSTALL FLUSH TO FINISH FLOORING. _ U.N.O. PROPER JOINT DESIGN RATIO: BACKER ROD CONTROLS WITH THE STRAPPING PER UPC 508.2 - STOP VINYL COVE BASE EA. SIDE OF 2X IN FOOD PREPARATION AREAS: WIDTH WIDTH = 2 X DEPTH -- STRUCTURAL BACKING CORNER GUARD STAINLESS STEEL TYPE 304 1/8. WIDTH 1/8" DEPTH MEETING NSF STANDARD 51 3/8' WIDTH = 3/16" DEPTDEPTH DRAIN PAN PAN & DRAIN PER UPC 1/2" WIDTH - i/4" DEPTH INSTALL FLUSH TO FINISH FLOORING. 3/4" WIDTH = 3/8" DEPTH 508.4 STOP VINYL COVE BASE EA. SIDE OF - CORNER GUARD JOINT WIDTH = 12 X ANTICIPATED JOINT MOVEMENT SHALLOW JOINT WITH FILLET JOINT WITH JOINT WITH BACKER ROD BOND BREAKER TAPE BACKER ROD WATER HEATER SEISMIC STAINLESS STEEL WALL CORNER STAINLESS STEEL END WALL C � TYP. JOINT SEALANT DESIGN 6 ANCHORAGE-WASHINGTON GUARDS CORNER GUARDS SCALE: 1 /Z" = t'-0" J SCALE: 3" = 1-0" SCALE. 3 - 1'-0" -- _ \\\ FINISH WALL SURFACE - FRP PANELS IN STALLED BEFORE F� BASE TO 1 /4" ABOVE FLOOR FINISH WALL SURFACE — --_—'j FINISH WALL SURFACE ------ : `, FRP PANELS TRIM & MOLDINGS .. �'------TS 3 X 3 X .1875 INSTALLED TO TOP OF BASE COVE BASE BE TIGHTLY COVE BASE MUST BE TIGHTLY - - EXISTING CONC. SLAB. SAWCUT ADHERED TO WALL SURFACE ADHERED TO WALL SURFACE WALL SURFACE - — COVE BASE INSTALLED OVER FRP I OPENING FOR NEW FOOTING WITHOUT GAPS. INSTALL SEALANT WITHOUT GAPS. INSTALL SEALANT -- -- �' AT ANY GAPS. AT ANY GAPS. -- MUST BE TIGHTLY ADHERED TO (,.. RESILIENT FLOORING COVE CAP -.. WALL SURFACE WITHOUT GAPS. - I... NEW CONIC. FOOTING COVE BASE MUST BE TIGHT TO COVE BASE MUST BE TIGHT TO (BURKE #040) INSTALL SEALANT AT ANY GAPS. - FLOOR SURFACE WITHOUT GAPS FLOOR SURFACE WITHOUT GAPS RESILIENT FLASH COVE --- _ LARGER THAN 1/32"INSTALL LARGER THAN 1/32"INSTALL #4 REBAR WELDED TO COVE BASE MUST BE TIGHT TO SEALANT AT ANY GAPS. SEALANT AT ANY GAPS. RESILIENT FLOORING ( SIDE OF TS COVE SUPPORT -COVE STICK FLOOR SURFACE WITHOUT GAPS FLOOR COVERING - FLOOR COVERING - (BURKE #070) LARGER THAN 1/32"INSTALLSEALANT AT ANY GAPS. �'�' 0 �--• RESILIENT FLOORING - FLOOR COVERING SEALANT BETWEEN FLOOR SEALANT BETWEEN FLOOR o AND GYPSUM WALLBOARD AND GYPSUM WALLBOARD --- SEALANT BETWEEN FLOOR — D p; AND GYPSUM WALLBOARD �Q+ O - RESILIENT FLOORING FLASH COVE COVE BASE at RESILIENT FLOORING O COVE BASE at FOOD ESTABLISHMENTS �� PER IBC 1210.11 BASE at FRP 3 TS POST FOR LOW WALL SUPPORT SCALE: 6" = 1'-0" SCALE: 6" 1 -0" SCALE: 3" = 1'-O" C,-2�COVE / SCALE: 6 _ 1.'-_ — _._— _—..... _- (( SCALE: 3/4' 1t'-0" F1 I EXISTING CONCRETE SLAB PATCH (D NEW SLAB PATCH: 4" CONIC. SLAB 3,000 PSI MIN. O2 SAND: 2" DAMP SAND. 0 VAPOR BARRIER :10 MIL BLACK POLYETHYLENE VAPOR BARRIER. INSTALLED UNDER SAND -Oa BASE ROCK: 4" FREE -DRAINING SAND OR GRAVEL (REPLACE EXISTING AS MAY BE REQUIRED) 05 SUBGRADE: COMPACTED EARTH SUBGRADE (EXISTING) O EXISTING SLAB: SAWCUT AND REMOVE AS REQUIRED FOR INSTALLATION OF UNDERGROUND UTILITIES. NEW INTERIOR NON -LOAD BEARING NON -FIRE RATED ASSEMBLY No. FIRE RATING NONE W1 PARTITION 3-5/8" ,14'-3" MAX. HEIGHT PRETEST N/A SOUND RATING N/A SOUND TEST N/A 3 5/ STUDS: 362S125-33 STEEL STUDS AT 16" O.C. 14'-3' MAX. UNBRACED WALL INTERIOR INTERIOR O HEIGHT, 5 PSF WIND LOAD, L/360 DEFLECTION LIMIT.WALL HEIGHT: 6" ABOVE 1 FINISH CEILING. z z O WALLBOARD: (1) LAYER 5/8" REGULAR GWB APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF STUDS W/ 1"TYPE S DRYWALL: SCREWS 8" O.C. AT s VERTICAL JOINTS AND 12" O.C. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS. FINISH PER INTERIOR ROOM FINISH' SCHEDULE. STUD TRACK FASTENED TO EXISTING P.T. CONCRETE SLAB W/ HILTI + LOW -VELOCITY O EMBEDMENT AT 12" 2" O.C. 455/8" MAX. # TENSION, 554 SHEAR EACH. NEW INTERIOR NON -LOAD BEARING NON -FIRE RATED AJS'_R' ND_ — W2 PARTITION 6" FIRE RATING NONE _ _ FIRE TEST - N/A SOUND RATING 45 to 49 STC - SOUND TEST NRCC 816-NV 1" DEFLECTION GAP -� _ 6„ i STUDS: 600S125-18 STEEL STUDS AT 24" O.C. 16'-9" MAX. UNBRACED WALL INTERIOR INTERIOR HEIGHT, 5 PSE WIND LOAD, L/360 DEFLECTION LIMIT. WALL HEIGHT: 6" SUITE 101 1 SUITE 102 _ ABOVE FINISH CEILING. z 2 O WALLBOARD: (1) LAYER 5/8" REGULAR GWB APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF STUDS W/ 1" TYPE S DRYWALL SCREWS 8" D.C. AT 3 VERTICAL JOINTS AND 12" O.C. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS. FINISH PER INTERIOR ROOM FINISH SCHEDULE. O STUD TRACK FASTENED TO EXISTING P.T. CONCRETE SLAB W/ HILTI LOW -VELOCITY POWDER FASTENER X-DW 0.118" DIA. SHANK 5/8" MAX. EMBEDMENT AT 12" O.C. 45# TENSION, 559 SHEAR EACH. REVIEWED FOR ?DE COMPLIANCE APPROVED FEB 0 5 2919 of Tukwila VG DIVISION Paul Franks Architecture 19005 NE 151st Street Woodinville, Washington 98072 Telephone 42.5 785.8780 E-Ma" paulfranRe."ontier.com www.paullranksarchitecture.com �5 •I $2 REGISTERED \1 ARCHITECT PAULPAULE KS STATE OF WASHINGTON O`Uco 5 a s O i 00 o am E � C o CO V J 1 m CU >✓ w m 4-J t tin 'S E a tts ro uJ U nt p n M �y F _ m E L^' ¢ o W ~ m E LU V N O, C fi DETAILS & FLOOR & WALL ASSEMBLIES PERMIT SUBMITTAL Revisions Date 1/1 00/19 Project No. 2018-14 Sheet A6.2 RECEIVED CITY OFTUKWILA mCopyright 20t8 [AN t 6 2019 Paul Franks Architecture PERMIT CENTER R X� r) n s t TRACK BLOCK PIECE TO MATCH WALL STUD CLIP FLANGE AND SEND INSTALL O.G. FRAMED WALL FINISH SURFACE STUD BASE TRACK TAUT FLAT STRAP LOW VELOCITY FASTENER METAL FRAMING: BRIDGING SINGLE METAL FRAMING: BOTTOM FLAT STRAP W/ BLOCKING TRACKBRIDGING IN FILLS HEADER TRA HEADER MEMBERS ATTACHMENT CRIPPLE STUD KICKER — CLIP ANGLE JAMB ANGLE F 3 SCREW MAX 45' ATTACHMENT �,CEILINGLINE SCREW ATTACHMENT STUD ADDITIONAL ANCHORAGE @ JAMB METAL FRAMING: NON -LOAD METAL FRAMING: DOOR -LOAD BEARING Cp BEARING INT. WALL -TOP BRACING 5 NOT TO SCALE NOT TO SCALE CUT ACOUSTCC LING PANEL @ 4 -0" D.C. MAX. AT 45' MAX. ALTERNATING SIDES. TO PROVIDE �'2�CLEARANCE FASTEN TO PARTITIONTOP TRACK AROUND BRACE STRUCTUREABOVE. STEEL STUD PARTITION DO NOT FASTEN S.A.C. TO PARTITION TO UNDERSIDE OF SUSPENDED ACOUSTICAL CEILING SYSTEM !STEEL STUD PARTITION BRACING AT S.A.C. LE I Of CHANNEL (CONIT.) CLIP ANGLE [DEPTH = 80% OF STUD DEPTH (dij SCREW ATTACHMENT SCREW ATTACHMENT CLIP TRACK FLANGE TRACK AT LAP JOINT krf DEFLECTION GAP 1 /2" U.N.O. (DEFLECTION TRACK TO STUD) BACKER ROD & ELASTOMERIC ACOUSTICAL SEALANT SEALANT DEFLECTION TRACK GAUGE = STUD GUAGE. FASTEN TO STRUCTURE b FASTEN GYPSUM WALLBOARD TO STUD, NOT DEFLECTION TRACK '—LIGHT-GUAGE STEEL STUD --CONT. 11 2CD1 6 COLD -ROLLED STEEL CHANNEL. FASTEN TO ANGLE ANGLE 200 X 200 AN25 LENGTH = 0.8 X STUD WIDTH FASTEN TO STUD METAL FRAMING: WALL FRAMING AT E _ METAL AL FRAMING: DEFLECTION TRACK CORNER METAL FRAMING: DEFLECTION TRACK J �SCALF NOT TO SCALE �N.T TO TRACK OR JOIST STUD WEB STIFFENER SCREW- INFILL STUD CRIPPLE STUD ATTACHMENT --SCREW ATTACHMENT TRACKS HEADER MEMBERS r JAMB ANGLE — JOIST CRIPPLE U. SILL TRACK STUD (ALIGNED WIT H JOIST INFILL STUD <3 ABOVE) TYPICAL BASE— ANCHORAGE --ADDITIONAL ANCHORAGE @ AMS ABASE TRACK METAL FRAMING: CEILING JOIST FRAMING METAL FRAMING: WINDOW FRAMING NOT TO SCALE NOT TO SCALE ALTERNATING SIDES. �J .. FAS TEN TO STRUCTURE ABOVE. A6.'2 HEIGHT PER PLAN STEEL STUD PARTITION SOFFIT �SCALE: IZ �4 110 C.R. CHANNEL A63 A6.3 'm 2 FURem A63 I CHAIDMILCAM "FIRING CEILINSICIPPITIRIARD CBANNEL SADDLETIE FURRING CHANNEL DETAILS FURRED CEILING FRAMING FURRING CHANNEL SADDLE TIE (19� CHANNEL CEILING FRAMING FURRIN��G .S L 0 S MCA SN SCALE NOT TO SCALE CODE COMPLIANCE APPROVED FEB 0 5 2019 City of Tukwila BUILDING DIVISION, FURRING rHANNEL SPLICE JOINT Ir SPLICE BETWEEN JOISTS TIE WIRES 318'TWo S Pia Hand Scrawa SFUCEONJOIST I IA. Type W Screws RECEIVED CITY OF TUKWILA JAN 16 2019 PERMIT CENTER FURRING CHANNEL �SPLICE JOINT RESILIENT CHANNEL SPLICE JOINT ��N SCALE CH NOT TO SCALE -b Paul Franks Architecture 19005 NE 151.t Street Woodinville, Washington 98072 Telephone 425.785.8780 E-Mail paulfranks@frontier.com W w W.paulfranksarohftecturexorn REGISTERED ARCHITECT PAUL EVAN FRANKS 14;LE OF WASHINGTON %w 4-J >, 00 0 00 Z 0 0- 0 'N' t` E E Ea) cE. (1) � 0 U) >1 4-J ED E CIO 3: cc ILL! (5 R; m 0 —1 a C6 a) C', CL E 0 < E _j CO U.jepothfO 1z LIGHT -GAUGE STEEL WALL FRAMING DETAILS ISSUED FOR BUILDING PERMIT SUBMITTAL Revisions —bate 1/10/19 Project No. 2018-14 Sheet A6.3 Q Copyright 2018 L_Paul anks Architecture T-1 3/4" _.__.........__. _._....� 1 0 ' GA FINISH LEVEL 1 —_ UNDER FRP, DO NOT PAINT OR GA FINISH LEVEL 1 .- PRIME UNDER HIP. DO NOT PAINT OR PRIME TA-3 MIN. FIBERGLASS REINFORCED TA-1 3._ WALL PANELS ALL TA-6 FIBERGLASS REINFORCED - WALLS PER IBC 1210.2 TO 4'-0" A.F.F. WALL PANELS TO 4'-0" \ —_- A.F.F. _ (16" MIN. 8" MAX.) � - MAx. TA-5 o `n T-6" I'll, - TA�...._._. 2,-0" i P2 + v oGg oar -_ in a 9 y Qom" azin w iv io mo in o m LLo m m M w oG -- _ P ` L x g o Y g INSULATE EXPOSED ;A-7.CT:A::2 INSULATE EX POSED UN PIPES DER LAVATORY FLUSH CONTROL ij PIPES UNDER LAVATORY 5 1'-0" 2'-7" MIN.O_ R.NOOTHER ON OPEN SIDE PIxNRFS ALLOW DIN THIS 5 KNEE CLEARANCE KNEE CLEARANCE A# AREA A# TOILET ROOM EAST ELEVATION �A� TOILET ROOM WESTELEVATION ILET ROOM NORTH ELEVATION F V v SIPCR? SCALE: 1 /2" = 1'-0" SCALE: 1 E: 12" = O"COMPLIES WITH ADA GUIDANCE ON THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN PROVIDESTRUCTURAL BACKING FOR OVIDE STRUCTURAL BACKING FOR PLAN-1 C STANDARDS MINIMUM WITH OUT -SWING DOOR 7'-0" X 5'-G" MIN. ALL TOILET ACCESSORIES PER MFG, ALL TOILET ACCESSORIES PER MFG. & ICC Al 17.1-2009 CHAPTER 6 PLUMBING ELEMENTS AND FACILITIES RECOMMENDATIONS RECOMMENDATIONS PROVIDE STRUCTURAL BACKING FOR ALL TOILET ACCESSORIES PER MFG. RECOMMENDATIONS EXISTING STOREFRONT DO NOT FASTEN TO 1'-2" PLASTIC -LAMINATE OVER 3/4" STOREFRONT PARTICLE BD. TOP & BACKSPLASH PLASTIC -LAMINATE & 2 X 4 FACE WHERE EXPOSED -- d GA FINISH LEVEL 1 UNDER FRP. D^ NOT PAINT 01 PRIME FIBERGLASS F WALL PANEL: WALLS PER IF TO 4'-0" A.F. FRONT APPROA PUSH SIDE DO( CLOSER x 48" ICC At 17.1-20 404.2,3.2 (B) PLASTIC -LAMINATE ON BOTTOM EDGE 1 /4" X 2" PLATE ACCESSIBLE DINING COUNTER _ - WELD TO PIE LEGS 36" MAX. HT, 30" MIN. I FASTEN TO FLAT 2 X 4 LENGTH WITH CLEARANCE FOR PARALLEL APPROACH '-- --- (2)1-1/2"SCH. 40 PER ICC At 17.1-2009 SEC. 9 STEEL PIPE LEGS 902.2 EXCEPTION 2 Dining surfaces that are 15 �---- HEAVY BASE inches (380 min) minimum and inches (610 PANT of SALE PARTICLE GO RD PANEL W/ PLASTIC FLANGES W/ (2) min) maximum i n LAMINATE I 1 /4" X 2" height are permitted to have a EXPANSION clear floor space complying with Section ANCHORS 305 positioned PARTICLE BOARD PLASTIC LA INATE SELF -EDGE - FINISH FLOOR fora parallel approach. PANEL W/ - 3/4" PLYWO D GLUE PLASTIC LAMINATE LAMINATED LEDGER. SHIM TO T-O" A.F.F. LEVEL. FAST N COUNTERTOP W/ SCREWS. PAINTED FINISH MIN. It _ ACCESSIBLE SALES COUNTER "' '" '" v % f ` � � CUSTOMER COUNTER ;\ 36" MAX. HT, 30" MIN. LENGTH WITH KNEE &TOE / ?!� `V CLEARANCE FOR FORWARD ? APPROACH PERICC ' CACCESSIBLE A717.1 -2009 SEC. 904.3.2 ! 3/4' x 3-1 /2" MDF TRIM SCALE: `i N - PAINTED FINISH \, 1 E �`•\'S ERLPLAN FINISH FLOOR MIN. POINT OF SALE CUSTOMER COUNTER ACCESSIBLE J SCALE: COMPLY WITH ICC At 17.1-2009 SEC. 904 SALES COUNTERS 904 Sales and Service Counters 904.1 General. Accessible sales and service counters and windows shall comply with Section 904 as applica- ble. 904.2 Approach. All portions of counters required to be accessible shall be located adjacent to a walking surface complying with Section 40& 904.3 Sales and Service Counters. Sales and service counters shall comply with Section 904.3.1 or 904.3.2. The accessible portion of the countertop shall extend the same depth a$ the sales and service countertop. 114.3.1 Parallel Approach. A Portion of the counter surface 36 inches (915 min) minimum in length and 36 inches (915 mm maximum In height above the floor shall be provi ed. Whom the counter surface is less than 36 inches (915 mm) in length, the entire counter surface shall be 36 inches (915 inm) maximum in height above the floor. A clear floor space complying with Section 305, positioned fora parallel approach adjacent to the accessible counter, shall be provided. 904.3.2 Forward Appproach. A portion of the counter surface 30lnches (760 min) minimum in length and 36 inches (915 min) maximum in height above the floor shall be provided. A clear floor space complying with Section 305, positioned fora forward approach to the accessible counter, shall Im provided. Knee and toe clearance complying with Section 306 shall be provided under the accessible counter PLASTIC LAMINATE COUNTERTOP (SELF -EDGE, WALL SUPPORTED I � � BASE CABINET SECTION �� LOW WALL & VERTICAL FOOD SHIELD G V-1 3/4" 1 S TOILET ROOM SOUTH ELEVATION SCALE: 1/2" PROVIDE STRUCTURAL BACKING FOR ALL TOILET ACCESSORIES PER MFG. RECOMMENDATIONS TOILET ROOM KFY NOTFQ KEY DESCRIPTION NOTE _ ACCESSIBLE WATER CLOSET -FLUSH CONTROLS ICC A117.1-2009-604.6 FLUSH CONTROLS, FLUSH CONTROLS SHALL BE. 1 HAND OPERATED OR AUTOMATIC, HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH SECTION 309. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET. ACCESSIBLE WATER CLOSET -HEIGHT ICC A317.1-2009-604.4 HEIGHT. THE 2 HEIGHT OF WATER CLOSET SEATS SHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUM ABOVE THE FLOOR, MEASURED TO THE TOP OF THE SEAT, SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. ACCESSIBLE LAVATORIES -EXPOSED PIPES AND SURFACES 3 ICC A117.1-2009 SEC 606.6 HOT WATER AND DRAIN PIPES EXPOSED UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED, THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. ICC A117.1-2009-603.2.2 DOOR SWING. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE FOR ANY FIXTURE. EXCEPTIONS: 2. WHERE THE ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE 4 COMPLYING WITH SECTION 305.3 IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING, 305.3 SIZE. THE CLEAR FLOOR SPACE SHALL BE 48 INCHES MINIMUM IN LENGTH AND 30 INCHES MINIMUM IN WIDTH. ACCESSIBLE WATER CLOSET ICC At 17.1-2009-604.3 CLEARANCE. 604.3.1 CLEARANCE WIDTH. CLEARANCE AROUND A WATER CLOSET 60 INCHES MINIMUM IN WIDTH, 5 MEASURED PERPENDICULAR FROM THE SIDEWALL, AND 56 INCHES MINIMUM, MEASURED PERPENDICULAR FROM THE REARWALL. 604.3.2 CLEARANCE DEPTH. CLEARANCE AROUND THE WATER CLOSET SHALL 8E 56 INCHES MINIMUM IN DEPTH, MEASURED. PERPENDICULAR FROM THE REAR WALL 604.3.3 CLEARANCE OVERLAP, THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET ASSOCIATED GRAB BARS, PAPER DISPENSERS, SANITARY NAPKIN 6 RECEPTACLES, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AT OTHER FIXTURES AND THE TURNING SPACE, NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE WITHIN THE REQUIRED WATER CLOSET CLEARANCE. ACCESSIBLE LAVATORY ICC A117.1 2009 606.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE 7 COMPLYING WITH SECTION 305.3, POSITIONED FOR FORWARD APPROACH, SHALL BE PROVIDED. KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306 SHALL BE PROVIDED. THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE AND TOE CLEARANCES, ACCESSIBLE WATER CLOSET 8 ICC A117.1-2009-604.2 LOCATION. THE WATER CLOSET SHALL BE LOCATED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES MINIMUM TO 18 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION. ICC A117.1-2009-603.2 CLEARANCES. 9 603.2.1 TURNING SPACE, A TURNING SPACE COMPLYING WITH SECTION 304 SHALL BE PROVIDED WITHIN THE ROOM, PARTICLE BOARD PANEL W/ HIGH PRESSURE DECORATIVE PLASTIC LAMINATE SEALANT BACK SPLASH 5/8" PART. BD. & PLASTIC LAM. SCRIB TO WALL SURFACE COUNTERTOP & EDGE SEALANT SEE A7.4 TOILET ACCESORIES SCHEDULE PUBLIC HC ACCESSIBLE TOILET ROOM ACCESSORY SCHEDULE REFERENCE QUANTITY DESCRIPTION NO. I STAINLESS TA-1 1 STEEL FRAMED MIRROR SURFACE TA-2 1 MOUNTED TOILET TISSUE DISPENSER TA-3 1 GRAB EARS 18" TA-4 I GRAB BARS 36" TA-5 1 GRAB BARS 42" TA-6 2 PAPERTOWEL DISPENSER TA-7 2 SOAP DISPENSER RECESSED TA-8 1 SANITARY NAPKIN DISPOSAL SURFACE TA-9 1 WASTE RECEPTACLE TA-10 HAT & CO" NOOK MATE SELF -EDGE ---- PARTICLE BOARD PANEL W/ HIGH PRESSURE DECORATIVE PLASTIC LAMINATE SEALANT BACK SPLASH 5/8" PART. BD. & PLASTIC LAM. SCRIB TO WALL SURFACE SEALANT PROVIDE ADEQUATE LEVEL --'-'/ - COUNTERTOP &EDGE 1^ STRUCTURAL SUPPORT AS M REQUIRED PROVIDE ADEQUATE LEVEL — FACE OF BASE CABINET ------ -'-..� t ^ STRUCTURAL SUPPORT AS REQUIRED 27" MIN. HEIGHT KNEE SPACE PER FACE OF BASE CABINET - ANSI Al 17.1-2003-SEC. 306 KNEE AND TOE CLEARANCE PLASTIC LAMINATE COUNTERTOP PLASTIC LAMINATE COUNTERTOP (��DEEP EDGE & BACKSPASH �6 & BACKSPASH-SELF EDGE V SCALE: 3" = 1'-0" RECEIVED CITY OF TUKWILA JAN 16 2019 PERMIT CENTER Paul Franks Architecture 19005 NE 151 st Street Woodinville, Washington 98072 Telephone 425.785.f8780 E-MailpaulfrErril..rontier.com www.'RURPm'ERrch"..mre.com 518 �51 $2 REGISTERED ARCHITECT PAUL EVAN FRANKS STATE OF WASHINGTON W pro a = O E E 'E^ V, 41 m U C f �U C E 41 C.? N W 0 V J p J � OV (� Q E UJ �¢ 9,, 41, 1� c TOILET ROOM ELEVATIONS CABINET & COUNTERTOP DETAILS PERMIT SUBMITTAL Revisions Project No. 2018-14 Sheet A6.4 O Copyright 2018 Paul Franks Architecture FOOD SERVICE EQUIPMENT SCHEDULE iPROJECT NO. 2018-14 1/10/19 15:06 PLAN REFERENCEMOUNTING/ QUANTITY DESCRIPTION MANUFACTURER MODEL NUMBER COLOR SIZE PLUMBING ELECTRICAL REMARKS PROVIDED BY JINSTALLED NO. t ? INSTALLATION BY ¢Z Q z pZ F V Z QQ NAME WEBSITE z o w $ C .. o PLUMBING NOTES C 1 g `Ii s ELECTRICAL NOTES N N_ Z > N G U 0' �Uf to O N 0 C= FS 1.1 1 3 COMPARTMENT SINK ELKAY FOOD 14-3C16X20-2-24X STAINLESS STEEL 100" 25 3/4" 43.8", 14" N/A N/A N/A INDIRECT N/A NA NA NA NA FLOOR NSF. GALV. LEGS, FRP ON WALLS. SINK BOWLS 16" X FOOD SERVICE EQ. SERVICE PRODUCTS ,_n�t SINK 20" X 14" EA. SUPPIER G.C. WAC 246-215-04540 Equipment —Manual warewashing equipment, wash MANUFACTURER'S solution temperature (2009 FDA Food Code 4-501.19).. FOOD SERVICE EQ. FS 1.2 1 PRE -RINSE ASSEMBLY FISHER www.fishar-mfg.com 2210-WB STANADARD is" 4 1/4" 38" 1/2 1/2 MIA N/A N/A NA NA NA NA The temperature of the wash solution in manual G.C. warewashing equipment must be maintained at not less SUPPIER than f 10"F (43°C) or the temperature specified on the cleaning agent manufacturers label instructions. FS 1.3 1 ADD -ON FAUCET FISHER www.fisher-mfo.mm 2901-16 MANUFACTURER'S N/A WA N/A NA NA NA NA FOOD SERVICE EQ. STANADARD SUPPIER NSFcertified, WAC246-215-05255 Location and placement of handwashfng sinks(2009 FDA Food Code 5-204.11).A handwashing sink must be located: (1) To allow convenient use by employees; FS2 1 WALL MOUNTED HANDWASH SINK ADVANCE TABCO https-//www.advancetahco.mm 7-PS-60-1S STAINLESS STEEL 171/4" 15 1/4' 13" 1/2 1/2 1112 NIA N/A NA NA NA NA (2)Within 25 feet offood preparation,food dispensing, and FOOD SERVICE EQ. G.C. warewashing areas; and SUPPIER (3)In, or immediately adjacent to, toilet rooms. WAC 246-215-05210 water at a temperature of at least 100, F. NSF Certified. Icemaker Water Supply Line: Minimum 1/4" Nominal ID Copper Water Tubing or Equivalent. icemaker F-1002MWJ + HS- FLOOR. 6" CLEARANCE SIDES Drain Line: Minimum 3/4" Nominal ID Hard Pipe or ICE MAKER -FLAKE STYLE. WATER hoshizakiamerica.com 2035 TOP KIT 22" + 3/4" AND REAR FOR AIR Equivalent Water -Cooled Model (Lines Must Be FOOD SERVICE EQ. FS 3.1 f COOLED HOSHIZAKE AMEBIC HS-2120 CUTTER STAINLESS STEEL 22" 27 7/8" 25 7/8" 1/2 N/A N/A INDIRECT N/A 115 1 13. 7 CIAO„ 24: Independent of Icemaker) Condenser Water Supply Line: SUPPIER G.C. HEAD - Minimum 1/4" Nominal ID Copper Water Tubing or CLEARANCE TOP Equivalent, Condenser Dram/Retum Line: Minimum 1/4" FOR SERVICE Nominal ID Hard Pipe (open drain system) or Copper Water Tubing (closed loop system) or Equivalent WALL. 3" FS 3.2 1 ICE MAKER WATER FILTER HOSHIZAKE hochi7akiamarira. rum HDI-11 6 9l16" 5 1!8" 14 1!2" 1{2 N/A NIA N/A N/A NA NA NA NA CLEARANCE NSF FOOD SERVICE EQ. G.C. BELOW FOR SUPPIER SERVICE FS 3.3 1 ICE BIN HOSHIZAKE hoshi—kiame a.mm B-700SF STAINLESS STEEL 44" 32" 46" NA NA NA INDIRECT NA NA NA NA FLOOR FOOD SERVICE EQ, G.C. SUPPIER 5-3/4" FS 4.1 2 DISPOSABLE CUP DISPENSER SAN JAMAR httpsc //www. saniamar.com C241OC18 BLACK N/A CUTOUT 18" N/A N/A N/A N/A N/A NA NA NA NA IN -COUNTER NSF FOOD SERVICE EQ, G.C. DIA. SUPPIER 5-3/4" FS 4.2 1 8-24 OZ LID DISPENSER SAN JAMAR ht /www. saniamar—nn L2200C BLACK N/A CUTOUT 23 3/4" N/A N/A N/A N/A N/A NA NA NA NA IN -COUNTER NSF FOOD SERVICE EQ, G.C. DIA. SUPPIER 5-3/4" FS 4.3 1 24-46 OZ LID DISPENSER SAN JAMAR https:/h^rtna.saniamar.com L2400C BLACK WA CUTOUT 23 3/4" N/A N/A N/A N/A N/A NA NA NA NA IN -COUNTER NSF FOOD SERVICE EQ. G.C. DIA. SUPPIER FS 5.1 11 48 X 18 WIRE SHELF UNITS INTERMETRO www.metro.mm - 18488R STAINLESS STEEL 48" 18" N/A N/A N/A N/A N/A NIA NA NA NA NA SUPPORT ON WIRE NSF FOOD SERVICE EQ, OWNER INDUSTRIES CORP. RACK UNIT POSTS SUPPIER FS 5.2 1 36 X 1 B WIRE SHELF UNITS INTERMETRO www.metro. cum 18368R STAINLESS STEEL 36" 18" N/A N/A NIA NIA N/A N/A NA NA NA NA SUPPORT ON WIRE NSF FOOD SERVICE EQ. OWNER INDUSTRIES CORP. RACK UNIT POSTS SUPPIER FS 5.3 44 WIRE RACK UNIT POSTS INTERMETRO 'metro.com 74P STAINLESS STEEL 74 1!2" MIA NIA N/A NIA NIA NA NA NA NA FLOOR NSF FOOD SERVICE EQ. OWNER INDUSTRIES CORP. SUPPIER FS 6 1 NOVELTY FREEZER KELVINATOR w. keivinatnrc-mmercial.corn KCNF073WS 37.8" 20.7" 32.7" N/A N/A N/A N/A N/A 115 1 1/6 NEMA 5-15P. 7' cord& FLOOR NSF FOOD SERVICE EQ. COMMERCIAL plug provided SUPPIER OWNER FS 7 4 BLENDERS VITAMIX www-vitamix. com 36019 IS..IS..NEMA 13.2" 24.5" N/A N/A NIA N/A N/A 120 1 3 15 5-15P. Cord & plug COUNTERTOP, NSF FOOD SERVICE EQ. OWNER provided PORTABLE SUPPIER FS 8 1 30 X 48 WORK TABLE STAINLESS ELKAY FOOD `""I"" in n WT30S48-BSX STAINLESS STEEL 48" 30" 40" N/A N/A N/A N/A N/A NA NA NA NA FOOD SERVICE EQ. STEEL TOP SERVICE PRODUCTS THIS CAN BE LOCATED FRONTOF HOUSE OR BACK DEPENDING SUPPIER OWNER ON LAYOUT FS 9 2 REACH -IN FREEZER TRAULSEN www.tmulsen.com G22011 STAINLESS STEEL 51 15/16 35" 83 7/16" N/A NIA N/A MIA N/A 115 1 3(4 11.2 NEMA 5-15P. 9' cord & FLOOR. 12" CLEARANCE NSF. MOUNTED ON WHEELS FOOD SERVICE EQ, OWNER plug provided ABOVE SUPPIER TRUE BLACK POWDER FS 10 1 2-DOOR REFRIGERATED MANUFACTURING www.tmm efq. rom TGM-48R8-N COATED STEEL 55-7/B" 30-3/4"" 79 1!8" N/A NIA WA N/A MIA 115 1 173 5.7 NEMA 5-15P. 9' cord & FLOOR NSF FOOD SERVICE EQ, OWNER MERCHANDISER CO., INC. EXTERIOR plug provided SUPPIER FS 11 1 PIZZA PREPARATION TRUE MANUFACTURING www.truemfg� TPP-60 STAINLESS STEEL 60 1/4" 36 1/8" 55 11132" N/A N/A N/A N/A MIA 115 1 113 7.9 NEMA 5-15P. T cord & FLOOR NSF. MOUNTED ON CASTER WHEELS FOOD SERVICE EQ. OWNER REFRIGERATOR CO., INC. plug provided SUPPIER FS 12 1 STORAGE JARlINGREDIENT SERVE PRODUCTS www�du 12ros. om 87199 WITH 87216 WALLMOUNT N/A N/A N/A N/A N/A NA NA NA NA WALLMOUNT FOOD SERVICE EQ. CANISTER BRACKET SUPPIER OWNER FS 13 1 DROP -IN PORTABLE ICE BIN RUBBERMAID OR www.rubhermaidcommercial rrodu TBD BY OWNER TBD BY OWNER N/A N/A N/A N/A N/A NA NA NA NA PORTABLE - FOOD SERVICE EQ. OWNER EQUAL ctc. com SUPPIER FS 14 1 WALL MOUNTED UTILITY SHELF ADVANCE TABCO htt s, //`www.advancetahm.com WS-12-96 STAINLESS STEEL 11 96" 12" 10-1/2" 112 1/2 1 1/2 N/A N/A NA NA NA NA WALL NSFcertified. MOUNT60" MIN. A.F.F. FOOD SERVICE EQ. G.C. SUPPIER SGCC-MODEL AS STAINLESS STEEL FS 15 1 VERTICAL FOOD SHIELD ADVANCE TABCO httns-//www.advancetabco:com REQUIREDOR POSTS TEMPERED 96" 12" 24" N/A N/A N/A N/A N/A NA NA NA NA COUNTERTOP NSFcertified. FOOD SERVICE EQ. G.C. SIMILAR GLASS PANELS SUPPIER REVlE'v1:U hUK CODE COMPLIANCE APPROVED FEB 0 5 2019 City of Tukwila RECEIVED BUILDING DIVISION CITY OF TUKWILA 1A141 6 2019 PERMIT CENTER STORE FIXTURE SCHEDULE I PROJECT NO. 2018-14 1 1/10/19 15:06 PLAN FERENC REE QUANTITY DESCRIPTION MANUFACTURER MODEL NUMBER COLOR SIZE MOUNTING REMARKS PROVIDED INSTALLED NO. BY BY NAME WEBSITE BE 1.1 8 SLATWALL. RAW FINISH GRAND + 24" A.F.F. TO GROOVE PANELS, 3" O.C. BENEDICTS 483-DW2757 TROJAN BLACK 96" 3/4" 11�1 72" G.C. G.C. SFI.2 VERIFY TEMPERED SHELF GLASS GRAND + wwmarand-henedicts-com 499-FMIOX24T CLEAR 24" 101, 1/4" 4 PER 48" SECTION OWNER OWNER BENEDICTS 1 1 SLATWALL SHELF BRACKETS & GRAND + 284-10102B + 016- SF 1.3 2 PER SHELF VINYL BUMPERS (2) PER W wmarand-benedicts.com BLACK 12" OWNER OWNER BRACKET BENEDICTS 100 CLEAR VERIFY ELECTRICAL SF2 1 42" PLASMA VIDEO SCREEN TBD BY OWNER TBD BY OWNER TBD BY OWNER REQUIREMENTS. CABLE OWNER OWNER CONNECTION? FLOOR. SF3 I ELECTRIC WASHER DRYER AS SELECTED BY CLEARANCES: 41.011 DEEP WITH DOOR OPEN, 120V, 12A. COMBO VENTLESS MAGIC CHEF MCSCWD20B3 OWNER ..3" 235" 22 33,51, TOP 2", SIDES 120-F DEGREE WATER OWNER OWNER SIF4 I POINT OF SALE (POS) TBD BY OWNER TBD BY OWNER COUNTERTOP OWNER OWNER SF5 I LOCKERS SIX TIER WINHOLT EQUIPMENT httI2,//www.w nholt.com WL-66 STANDARD BEIGE 12" 12" 78" FLOOR OWNER OWNER GROUP SF6 — — 2 MENU BOARD I TBD BY OWNER TBD BY OWNER TBD BY OWNER VERIFY ELECTRICAL REQUIREMENTS I OWNER OWNER .F1 2 RETAIL GONDOLA GRAND + www.grand-benedicts.com TBD BY OWNER TBD BY OWNER 111� 26' OWNER OWNER BENEDICTS 1 1 Paul Franks Architecture 19005 NE 151 at Street Woodinville, Washington Telephone 425,785,87,80 E-Mail paultranks@frontler.com www.paulfranksarchitecture.com 5182 REGISTERED ARCHITECT �T'11OF WASHINGTON 4-J >, oD z 0 �0_ 0 00 15 0 E E EC-) 0 4-J _c in E 41 M 3: 5 co 0:3 V) ni, ca m 3: CL E 0 < _j E m LU 00thf, Zoe ii fi STORE FIXTURE SCHEDULE REVIEV,P,'7!) FOR CODE COVAPLIANCE APPROVED ISSUED FOR BUILDING PERMIT SUBMITTALFEB 0 5 2019 Revisions City of Tukwila LBUILDING DIVISION Date - - 1/10/19 RECEIVED Project No. _ 2018-14 CITY OF TUKWILA Sheet JAN 1,6 2019 A7.2 PERMIT CENTER Q Copyright 2018 Paul Franks Architecture PLUMBING FIXTURE SCHEDULE ;PROJECT NO. 2018-14 1 1/7/19 9:51', PLAN REFERENCE DESCRIPTION DETAILED DESCRIPTION MANUFACTURER MODELNUMBER SIZE MATERIAL PLUMBING FIXTURE CONNECTION SCHEDULE GENERAL NOTES MOUNTING NO. c W w U. S. Department of Energy and NAME WEBSITE o w FIXTURE TRIM FINISH $ ¢ m Current Edition ASHRAE/IESNA LOCATION HEIGHT 90.1. CSA certified and ASME F p O a rated T&P relief valve. 3 Two-piece, floormount, Vitreous china, elongated bowl, ACCESSIBLE ADA TOILET 1.0 gpf, toilet bowl, tank and cover, trip lever on open side. KOHLER httpa/www us kohier com/us K-3519-0 21-1/W 30 1/2" 31.25 VITREOUS CHINA WHITE 4 4 2 1/2 WA 35 psi min. 1.6 GPF max. (UPC 4Y1.2) FLOOR P 1 Pressure assist flush. req'd NOTE 1 rT.ILETTEAT Elongated toilet seat, polyproplene, open front KOHLER http,//www.lis.kohipr —1— Stonghold K-4731-C-0 14 1/W 18 3/4" 1 11/64" POLYPROPYLENE WHITE N/A WA N/A WA N/A WA TOILET RIM TOP OF SEAT 17" TO 19„ WALLHUNG ACCESSIBLE ADA KingstonT"' 21-1/4" x 18-1/8" wall-mount/concealed ann CONCEALED WALL LAVATORY canierbathroom sinkwith 4" centersetfaucet holes KOHLER h o://www. us. kohler.com/us K-2005-0 21-5/4" 18-1/8" Y21/4" VITREOUS CHINA WHITE Y 1/2 2 i l/2 N/A N/A 34" TO RIM HANGER ACCESSIBLE ADA LAVATORY single -handle cen bathroom sink faucet Max. flow rate 0.5 gpm at 60 P 2 FAUCET with plastic lift r with plastic pop-up drain and lift rod. 4" centers. KOHLER http_Ilwww ns kohler com/us K-15182-1DRA 6-1/2" 6-3/8" METAL POLISHED CHROME N/A N/A N/A 1/2 1/2 psi (UPC 407.2.1) 1200 F max. TOP OF SINK Temp. EXPOSE PIPING PROTECTION Tmebro Lav Guardc2 Undersink Piping Covers IPS.CORPORATION http ,/?��ipsrorp.rom HANDI-LAV-GUARD WHITE Pipe protection per UPC 403.3 AROUND EXPOSED PIPING MSB2424 + MOP HANGER 889-CC+VINYL BUMPER Floor Mounted Service Sink Fiat No. MSB2424, 24" x 24" x htRS•//www fiatproducts com/oroductGmop-Genii GUARD E-77-AA + MOP SINK 10" deep, white molded stone with combination stainless FIAT PRODUCTS STAINLESS STEEL WALL 24 3/16" 24 3/16" SO" WHITE MOLDED 3 3 2 1/2 1/2 FLOOR FRP ON WALLS has steel dome strainer/lint basket and drain body, provide � nsGUARD MSG2424 + HOSE STONE P 3 with Chicago Faucets 897- RCF Chrome plated wall AND HOSE BRACKET 832- mounted faucet with vacuum breaker spout, wall support, AA hose in outlet, and pale hook. WALL MOUNTED FAUCET CHICAGO FAUCETS httos://www.chicagofau� 897-RCF METAL ROUGH CHROME WALL 36" A.F.F. TO CENTER LINE OF VALVE BODY COMPLY WITH WSEC SEC. COMMERCIAL WATER HEATER Commercial electric storage waterheater with drain pan. 404. MIN. PERFORMANCE PER Pat ELECTRIC 50 GALLON 12kW,240v, 1 phase, 60 cycle AC. PROVIDE DOMESTIC A.O. SMITH www.hotwatp.r.com/water-heaters DEN-52 20-1/2" 20-1/2" 54-7/8" WSEC TABLE C404.2: 0.97 - SIESMIC ANHORAGE STORAGE CIRCULATING IN -LINE PUMP. " 0.00 132V, EFTEST PER DOE PER NOTE 3 10 CFR Part 430. COMPLY WITH NOTES 7 & IL Floor Drain, with nickel bronze strainer, duco cast iron PS FLOOR DRAIN body, flashing collar, adjustable strainer head and trap JR SMITH httos://www jrsmith.rom/commercial-floor-drains 201OC-NB-PO75 OR EQUAL 2 2 1 1/2 NOTE 2. TRAP PRIMER FLUSH FLOOR primer connection. Floor Sink, 8-1l2" square by 6" deep with'%nickel bronze P 6 FLOOR SINK & INDIRECT DRAIN grate, flashing clap and polished aluminum dome bottom JR SMITH htl 12,/1wwwJrgmIth.com/commarc al -floor -drains 3100C-12-C-PDBS OR EQUAL 8-1/2" 12" 6" 2 2 2 TRAP PRIMER FLUSH FLOOR strainer. P 7 MIXING VALVE LEONARD - Leonard Model No. LTM-26 ERF NOTE 5 PS INTERIOR CLEANOUT Ceeanout: (Interior) Cast-iron wall cleanout, with cleanout ZURN WWW.7URN.COM Z-140OZ AS REQUIRED CAST IRON DORA COATED WALL/ FLOOR PER CODE plug and adjustable round top. CAST IRON WASHING MACHINE VALVE, P 9 DRAIN, WITH HAMMER IPS CORPORATION www ipscorpsm W4700HA 10 3/8" 8 13/16" 3-3/8" BRASSS 2 2 1 1/2 1/2 1/2 WALL PER CODE, 23" MIN., ARRESTERS & WALL BOX. 39" MAX. Recessed orfloor mounted epoxy coated steel grease interceptor with gasketed epoxy coated steel skid -proof coversecured with hex head centerbott(s), removable CONNECT 3-COMPARTMENT P 10 GREASE INTERCEPTOR baffle assembly, deep seal trap with cleanout, external cast WATTS www watts. com WD-50 22" 32" 25-1/2" STEEL EPDXY COATED 4 SINK ONLY. SEE GREASE RECESSED FLOOR iron flow control fitting, and no hub (standard) connections. CAPACITY CALCULATIONS flow rate 50 gpm, grease capacity 100#. 4" INLET AND OUTLET I I I I I I I I CONNECT DRAIN FS 1 THREE COMPARTMENT SINK REFER TO FOOD SERVICE EQUIPMENT SCHEDULE INDIRECTLY THROUGH GREASE INTERCEPTOR P10 FS 2 WALL MOUNTED HAND SINK REFER TO FOOD SERVICE EQUIPMENT SCHEDULE GREAS E INTERCEPTOR CALCULATIONS For Pot Washing Sinks I I Calculate the capacity of the sink in cubic inches (measurements of one compartment), and multiply that total by the number of compartments: DEVISE DRAINING THROUGH GREASE INTERCEPTOR ;LENGTH X DEPTH X WIDTH ;CUBIC INCHES i 3-COMPARTMENT SINK 16" x 20" x 14" X 3 13440 Cu. In. COMPARTMENTS. TOTAL VOLUME CUBIC INCHES CUBIC INCHES 13440 Cu. In. Convert the capacity from Total cubic inches to gallons per TOTAL VOLUME GPM GALLONS = VOL (CI) / 231 58 GPM minute (GPM): !Adjust for displacement (displacement takes into GALLONS ACTUAL DRAINAGE LOAD x 0.75 = 44 GPM iconsideration the actual useable capacity of your sink): ACTUAL FLOW RATE CAPACITY FOR TWO x 2 = 87 GPM MINUTE PERIOD GPM iCommercial grease traps are sized according to the rate of Incoming flow, in gallons per minute (GPM). Associated with !GREASE TRAP FLOW RATE CAPACITY this incoming Flow rate is the trap's capacity. This rated 87 pounds i capacity, in pounds, is listed at twice the flow rate. For L- mnla a.:I 0GPM.tran.has c rated_ -anaritvnf NOTES I UPC 2015 Wash. State Amendments: 411.2 Water Consumption. Water closets shall have a 1 maximum consumption not to exceed 1.6 gallons (6.0 L) of water per flush in accordance with ASME At 12.19.2/CSA B45.1. No water closet that operates on a continuous flow or - continuous flush basis shall be permitted. UPC 2015 Wash. State Amendments: 418.3 Location of Floor Drains. Floor drains shall be installed in the following areas: (1) Toilet rooms containing two (2) or more water closets or a combination of one (1) water 2 closet and one If ) urinal, except in a dwelling unit. The floor shall slope toward the floor drains. (2) Laundry rooms in commercial buildings and common laundry facilities in multi -family dwelling buildings. UPC 2015 Wash. State Amendments: 507.2 Seismic Provisions. Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Stmppings 3 shall be at points within the upper one-third and lower one-third of its vertical dimensions. At thelower point, a distance of not less than four (4) inches (102 mm) shall be maintained from the controls to the strapping. UPC 2902.2 Separate facilities. Where plumbing fixtures are required, separate facilities shall be provided for each sex. Exceptions: 1. Separate facilities shall not be required for dwelling units and sleeping units. 2. Separate facilities shall not be required in stmetures or tenant spaces with a total occupant 4 load, including both employees and customers, of 15 or less. 3. Separate facilities shall not be required in mercantile occupancies in which the maximum occupant load is 100 or less. 4. Separate facilities shall not be required in spaces primarily used for drinking or dining with a total occupant bad, including both employees and customers, of 30 or fewer. 5 Provide Mixing Valve P12.at all locations where water temperature is required to be controlled or limited. Shock absorbers: Install at each cold water supply line at each water closet and additionally 6 as otherwise required by International Plumbing Code, or local jurisdiction; Shock absorber to consist of pre -fabricated units. FNW SC SERIES 500 THROUGH 2O00 or equal. 7 HOT WATER PIPING INSULATED PER WSEC SEC. 404.6. & TABBE C404.3.1. Fiberglass insulation with ASJ jacket. 8 WATER HEATER SHALL BE INSTALLED ON A INCOMPRESSIBLE, INSULATED SURFACE WIDTH A MINIMUM THERAL RESISTANCE OF R-10 PER WSEC SEC. 404.5 R Paul Franks Architecture 19005 NE 151st Street Woodinville, Washington 98072 Telephone 425.785.8780 E-Mail pauifranks@frontieccom www.paulfranksarchitecture.com �518' REGISTERED \j ARCHITECT PA EVAN FRANKS STATE OF WASHINGTON PLUMBING FIXTURE SCHEDULE REVECt u,_D FCFi CODE =IILIANCE Al T=PROVED FEB 05 2319 City d Tukwila BUILDING DIVISION PERMIT SUBMITTAL Revisions Date 1/10/19 Project No. 2018-14 Sheet A7.3 © Copyright 2018 CEIVE Paul Franks Architecture CITY OF TUKWILA 1AN:1 s 2019 'D PEHivlI1 t;cty I Eiq j PUBLIC HC ACCESSIBLE TOILET ROOM ACCESSORY SCHEDULE ! i PROJECT NO.2018-14 1{8/19 14:32 MANUFACTURER MATERIAL SIZE MOUNTING BASE MIN. WALL MOUNTING STRUCTURAL INSTALLATION REFERENCE QUANTITY DESCRIPTION HC ACCESSIBLE ROOM MODEL NO. OTHER PICTURE NO. LOCATION NAME WEBSITE MATERIAL FINISH HEIGHT WIDTH DEPTH RECESS DEPTH 'TYPE gACKING) HEIGHT SUPPORT MOUNT 40" A.F.F. 40" A.F.F. STAINLESS MAX. TO BOTTOM PUBLIC 18 GA. MAX. TO TA-1 i STEEL FRAMED ADA COMPLIANCE EDGE, COMPLY TOILET 608RICK w.bohrirk.com 8-165 2430 STAINLESS SATIN 36" 24" NIA N/A SURFACE- NONE BOTTOM OF MIRROR WITH ICCA117.1 ROOMS STEEL CONCEALED REFLECTIVE 2009 SEC. 603.3 SURFACE 15" MIN., 48" SURFACE MAX. A.F.F., 7' TA-2 Y MOUNTED TOILET TISSUE ADA COMPLIANCE MIN. & 9"MAX IN FRONT OF PUBLIC TOILET BOBRICK www.bohrirk.rom B-528H ASS PLASTIC GREY 13-7/16" 6-3/16" 6-13/16" N/A SURFACE NONE 28" A.F.F. TO b DISPENSER W.C.COMPLY ROOMS TOP WITH ICC Ai 17.1- 2009 SEC, 604.7 COMPLY WITH PLY WITH CONCEALED CONCEALED ICC PUBLIC m�ww.bobrick.com 18 GA. ANCHOR BACKING 39" TO 41" TA-3Al 1 GRAB BARS 18" ADA COMPLIANCE SEC. TOILET BOBRICK 8-5806 X 18 STAINLESS .PEENED 18" N/A 1-i/4" DIA. N/A PLATE & A.F.F. TO 1-1/2" BETWEEN WALL 604.5.1, ROOMS STEEL SNAP ZSOS MIN. BOTTOM &GRAB BAR 609 FLANGE CAPACITY CONCEALED COMPLY WITH PUBLIC 1H GA. ANCHOR CONCEALED TA-4 i GRAB BARS 36" ADA COMPLIANCE ICC Al TOILET BOBRICK www.bobrick.com e-6806 X 36 STAINLESS PEENED N/A 36" 1-1/4" DIA. N/A PLATE & BACKING 33 TO 36' A.F. 1-1/2" BETWEEN WALL SEC.. 604604.5, 609 ROOMS STEEL SNAP 250# MIN. &GRAB BAR FLANGE CAPACITY COMPLY WITH CONCEALED CONCEALED TA-5 i GRAB BARS 42' ADA COMPLIANCE ICCA117.I- PUBLIC TOILET BOBRICK www.bobnck.mm B-5806 X 42 18 SS STAINLESS PEENED N/A 42" 1-1/4" DIA. N/A ANCHOR PLATE & BACKING 33" TO 36" A.F 1-1/2" BETWEEN WALL 20093 SEC. ROOMS STEEL SNAP 250# MIN & GRAB BAR 604.5, 609 FLANGE CAPACITY 48' MAX. A.F.F. t^ TA-( 2 PAPER TOWEL ADA COMPLIANCE COMPLY WITH PUBLIC TOILET BOBRICK www.bobrick.com B-262 18 GA. STAINLESS SATIN 14" 10-3/4" 4" N/A SURFACE CONCEALED 66" A .F.F. TO gy DISPENSER ICC1-2009 ROOMS STEEL BACKING TOP L SEC.. 30830H.3. 48" MAX. A.F.F. PUBLIC BRIGHT - TA-7 2 SOAP ADA COMPLIANCE COMPLY WITH TOILET ROOMS& 608RICK www.bobrick.com 3-826607 POLISHED CHROME BRIGHT POLISHED 11-11/16" 3-25/32" 6-I/32" N/A SURFACE CONCEALED 39"T043" SOOmICAPACITY DISPENSER ICC Al HANDWASH PLATED CHROME BACKING SEEC.. 308.3 SINK PLASTIC RECESSED 48" MAX. A.F.F. TA-8 1 SANITARY NAPKIN ADA COMPLIANCE COMPLY WITH ICC PUBLIC TOILET BOBRICK www.hobrick.com B-4353 18 GA. STAINLESS SATIN 11-1/4" 15-5/8" 3-15/16" 4" RECESSED NONE 31" A.F.F. TO r ' ROOMS STEEL TOP DISPOSAL SEC. 08. 308.3.i-2009 48" MAX. A.F.F. SURFACE COMPLY WITH PUBLIC 22 GA. TA-9 Y WASTE ADA COMPLIANCE ICCA117.1-2009 TOILET BOBRICK www.bobrick.com B-279 STAINLESS SATIN Y8" 14" 6" N/A SURFACE NONE 2'-6"TO TOP RECEPTACLE SEC. 308.3 & ROOMS STEEL OSSC 1109.2.3.6. 48" MAX. A.F.F. TA-10 i HAT & COAT HOOK ADA COMPLIANCE COMPLY WITH PUBLIC TOILET BOBRICK www.bobrick.com e-6827 STAINLESS SATIN STAINLES 6-1/2" 0 3-1/16" N/A SURFACE NONE 38" TO 40" TO ICC A117.1-2009 ROOMS STEEL SSTEEL WALL PLATE SEC. 308.3 SIGNAGE SCHEDULE ;PROJECT NO. 2018-14 l/2/19co { co o SIGN REF. SIGN ACCESSIBLE SIGN z s Z O ii ¢ z z NO. LOCATION SIGN TYPE PER ICC A117.1- 2009 SEC. 703.1 SIGN TEXT SIGN MODEL NO. w p H v: O O Q nu = Z O o' O o: O _ =M E z¢9 �p O w 00 IO- l'J U 22M O C27U t7 Ci 27 z U I m on=O m M inE N u- RA E PUBLIC/TOILET INTERIOR FACILITY ICC Ai17.1- CHARACTER 48"TO DOOR OPPOSITE SIGN-1 ROOM 3 TOILET ROOM 3 SIGN REQUIRED RESTROOM SETON #44982 2009 8" 8" 60". PER ICC PLASTIC OF ROOM SIDE ADHESIVE BLUE WHITE A117.i-2009 SEC. 703.4.5 EMPLOYEES MUST VISUAL FOOD SERVICE INTERIOR FACILITY WASH THEIR SAFETYSIGN.COM ICC A117.1- CHARACTER 40" VINYL ABOVE SIGN-2 PREPARATION 4 SIGN REQUIRED HANDS BEFORE #D5737-AB 2009 7" SO" MIN. ADHESIVE HANDWASHING ADHESIVE WHITE RED RETURNING TO A117.1-20092009 SEC. BACKED SINK WORK 703.2.9 "EMPLOYEES MUST WASH THEIR�HANDS BEFORE LITYIEES RETURNING TO WORK" must alarm H�Yrio& SAFETptgL'iN # DRESSURE "REST ROOM" 8" X 8" ACRYLIC T, WIDE X 10" HI 7" WIDE X 10" HIGH PRESSURE SENSITIVE VINYL WHITE & RED CHARACTERS ON WHITE BACKGROUND GRAPHIC AND GRADE 2 BRAILLE WHITE CHARACTERS ON BLUE BACKGROUND 06Fafie a�YUfgUlie PER IBC 1101.2.9 8 49 =Fk9pT1„ SETON #44982 OR APPROVED. ADA COMPLIANT. MOUNTING PER 3/A7.4 INTERIOR SIGN: EMPLOYEES HANDS �� INTERIOR SIGN: RESTOOM (�)WASH L SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" / ADA COMPLIANT SIGN RCV 2 CODE Al CHARACTERS SHALL BE 48-INS MIN., 60 INCHES F1 A.F.F.A MAX. ([CC 117.1-2009 SECTION 703.4.5) Ciit) BUILD z - MOUNT ALL SIGNS AT o _ = SAME HEIGHT Paul Franks Architecture 19006 NE 151st Street Woodinville, Washington 98072 Telephone 425.785.8780 E-Mail paulfranks@frontier.com www.paulf ranksarchitectu re.com N1 '' REGISTERED ARCHITECT Mr— PAUL EVAN FRANKS STATE OF WASHINGTON W _T d—� T CO O j CO N > ID L_ 0 i OD ID o EEL E t� ° 0) C) C so ro ^U C � E - so LU V0 O J -a (n J T O7 . O 3 Cy) �r a 10, E m W Si O TOILET ACCESSORY SCHEDULE f, IQN)L - EDULE & t( 4Zi B-T%. r,S LOVED ) 5 2019 Tukwila 'DIVISION ISSUED FOR BUILDING PERMIT SUBMITTAL Revisions J I I I FINISH FLOYR 1 18' X 18" MIN. SPACE `------ — ONFLOOR IN FRONT OF SIGN (ANSI 117.1 SEC. Date 1/10/19 703.2.8) SIGNS MOUNTING Project No. 2018-14 — Sheet �� ADA COMPLIANT SIGNS RECEIVED A7.4 enov OF TbKWItA SCALE: 1/2" = 1'-0" JAN''1 6 2019 ® Copyright 2018 Paul Franks Architecture PERMIT CENTER (9\s DOOR SCHEDULE! PROJECT NO. 12018-14 I/s/19 U U <ce > ce < z 0 < z 0 DOOR REF. NO. 0 0 z or > < (D Yi 0 0 (D z < X . 0 0Gm z =� < up 0 ne ce z oc Ci 0 0 0 0 0 0 0 0 0 0 < 0 0 0 0 0 0 0 0 z 5 z < z 0 0 0 a 0 ac 0 0 Lq Q) < WOOD FOR I OFFICE 1 T-10" T-O" 1-3/4" INT-WD- OPAQUE SC PRE -FIN STL 1A/A62 IB/A6.2 N/A i N/A N/A N/A N/A NR YES FLUSH FINISH WOODFOR 2 PUBICTOILET ROOM 1 3--0" 7'-0" 1-3/4" INT-WD- FLUSH OPAQUE SC PRE -FIN STL IA/A6,2 IB/A6.2 N/A 2 N/A N/A N/A N/A NR YES FINISH NOT EXISTING EXISTING REQUIRED, 3 I EXISTING EXISTING EXISTING STEEL STEEL EXISTING EXISTING EXISTING EXISTING 3 N/A EXISTING N/A EXISTING EXISTING NOT A REAR DOOR STEEL REQUIRED EXIT. EXISTING STOREFRONT 4 FRONT 1 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 4 EXISTING EXISTING EXISTING EXISTING EXISTING YES ENT RANCE/ EGRESS DOOR WOOD FOR 5 OFFICE CLOSET 1 2'-6' T-10" 1-3/411 INT-WD- FLUSH OPAQUE Sc PRE -FIN STL IA/A6,2 IB/A6.2 N/A 1 N/A N/A N/A N/A NR YES FINISH GYPSUM WALLBOARD FINISHES !Refer to Gypsum Association specifications GA-214 Recommended Levels of Gypsum Board Finish. IGA FINISH LEVEL DESCRIPTION GA-1 CA LEVEL 1 FINISH Concealed areas including HVAC, electrical and plumbing shafts; All joints and Interior angles shall have tape set in joint compound. Surface shall be free of excess joint compound. Too] marks and ridges are acceptable. Exposed Areas where water resistant gypsum backing board is specified as a substrate for tile; All joints and interior angles shall have tape embedded in joint compound and wiped with a joint knife leaving a thin coat of joint compound over all joints GA-2 GA LEVEL 2 FINISH and interior angles. Fastener heads and accessories shall be covered with a coat of joint compound. Surface shall be free of excess joint compound. Tool marks and ridges area acceptable. Joint compound applied over the body of the tape at the time of tape embedment shall be considered a separate coat of joint compound and shall satisfy the condition of this level, Exposed areas where flat paints are specified to be applied; All joints and interior angles shall have tape embedded in joint compound and one additional coat of joint compound applied over all joints and interior angles. Fastener heads and GA-3 GA LEVEL 3 FINISH accessories shall be covered with two separate coats of joint compound. All joint compound shall be smooth and free of tool marks and ridges. Exposed areas where flat paints are specified to be applied; All joints and interior angles shall have tape embedded in joint GA-4 GA LEVEL 4 FINISH compound and two separate coats of joint compound applied over all flat joints and one separate coat of joint compound applied over interior angles. Fastener heads and accessories shall be covered with three separate coats of joint compound. All joint compound shall be smooth and free of tool marks and ridges. Exposed areas where gloss, semi -gloss, enamel, or non -textured paints are specified to be applied or where sever lighting conditions occur; All joints and interior angles shall have tape embedded in joint compound and two separate coats of joint i compound applied over all flat joints and one separate coat of joint compound applied over interior angles. Fastener heads GA-5 GA LEVEL 5 FINISH and accessories shall be covered with three separate coats of joint compound. A thin skim coat of joint compound or a material manufactured for this purpose shall be applied to the entire surface. A spray applied surface primer may be substituted for the skim coat. The surface shall be smooth and free of tool marks and ridges. All joint compound shall be smooth and free of tool marks and ridges. ;FINISH MATERIAL SCHEDULE FINISH RC,- NO. MATERIAL MFG. SPECIFICATION STYLE FINISH COLOR NOTES FLOORING PER SPECIFICATION 03 51 aPER SPECIFICATION 03 j43 BONDED ABRASIVE 1 PER 15143 BONDED (NATURAL POLISHED CONC POLISHED CONCRETE iN/A 'ABRASIVE POLISHED GREY ;POLISHED CONCRETE (SPECIFICATION FLOOR !CONCRETE FLOOR PER SPECIFICATION 09 65 !FAcroRy �VCT VINYL COMPOSITION TILE RESILIENT FLOORING BASE MATERIAL MATERIAL MFG, SPECIFICATION STYLE FINISH COLOR NOTES REFERENCE PER SPECIFICATION 09 BE 4 THICKNESS I i 'VCB-6" COVE TOE i 6" HIGH VINYL BASE WITH COVED TOE 13 RESILIENT BASE & �0ICB-811 FACTORY STANDARD .0 !ACCESSORIES PER SPECIFICATION 09 65 1-6" 6"HIGH RESILIENT FLASH COVE BASE 113 RESILIENT BASE & 1 FACTORY STANDARD 'ACCESSORIES i iii WALLS MATERIAL MATERIAL MFG. SPECIFICATION STYLE FINISH COLOR NOTES REFERENCE REGULAR & FIRE GB GYPSUM BOARD N/A 09 29 00 GYPSUM BOARD RESISTANT i 'GYPSUM CORE EX-GWB EXISTING GYPSUM WALLBOARD N/A FRP FIBERGLASS REINFORCED PANEL �09 77 00 SPECIALTY WALL 1 !SURFACING CEILING MATERIAL MATERIAL MFG. SPECIFICATION STYLE FINISH COLOR NOTES REFERENCE REGULAR& FIRE RESISTANT PER FINISH BOARD N/A 109 29 00 GYPSUM BOARD GYPSUM CORE N/A SCHEDULE 1G6 1GYPSUM PER ASSEMBLY !SCHEDULE 09 51 10 ACOUSTICAL ICORTEGA :SAC i SUSPENDED ACOUSTICAL CEILING SYSTEM FACTORY WHITE �CEILINGS i SECOND LOOK EXISTING SUSPENDED ACOUSTICAL EX SAC N/A CEILING SYSTEM INTERIOR PRE -FINISHED STEEL DOOR FRAME & CASING PER DOOR SCHEDULE LOCKSET PER HARDWARE SCHEDULE INTERIOR FLUSH WOOD DOOR U INTERIOR FLUSH WOOD DOOR & PRE -FINISHED STEEL DOOR FRAME 3'-0" X 7f-0" f�—F` DOOR DESIGN PER ANSI -I. I INTERIOR FINISH SCHEDULE (Project No. 2018-14 1/10/19 FINISH ROOM NUMBER ROOM NAME FLOOR BASE MATERIAL WALL MATERIAL WALL GWB GA WALL FINISH WALL PAINT CEILING CEILING GWB CEILING FPR PER COVERING FINISH LEVEL COLOR MATERIAL FINISH LEVEL HEIGHT NOTES A.F.F. RETAIL MERCHANDISE POLISHED 1 SALES CONC VCB -4" COVE TOE EX-GWB EXISTING IPS 4 PC 1 EX SAC N/A 1c). PUBLIC / EMPLOYEE 2 ,TOILET ROOM VCT VCB-6" COVE TOE I I GB GA-5 IPS 3 PC I SAC N/A 1 W-O" ALL WALLS 1 3 FOOD PREPARATION VCT VCB-1 ` COVE TOE EX-GWB GA-4 IPS 3 PC I EX SAC N/A I 101_o" WHERE INDICATED 4 STORAGE VCT VCB-6" COVE TOE EX-GWB GA-4 IPS 3 PC 1 EX SAC N/A 101-ell 5 OFFICE VCT VCB-6" COVE TOE EX-GWB GA-4 IPS 4 PC I EX SAC N/A 101-01, 6 JORDER PREPARATION VCT VCB-6" COVE TOE EX-GWB GA-4 I IPS 3 I PC I I EX SAC N/A 101-0" WHERE I I INDICATED PAINTING AND COATING SYSTEMS: LPER SPECIFICATION 09 91 00 PAINTING PAINT SYSTEM 1DESCRIPTION 1SUBSTRATE 1S.EE. I -TNT TYPE IRS 1 IINTERIOR PAINT SYSTEM 1 1ALUM. & GALV. SATIN (ACRYLIC LATEX STEEL UPS 2 'INTERIOR PAINT SYSTEM 2 IGALVANIZED SATIN (ACRYLIC LATEX J IPS 3 GYPSUM 'INTERIOR PAINT SYSTEM 3 IBOARD �SATIN ALKYD ENAMEL IPS 4 IGYPSUM 'INTERIOR PAINT SYSTEM 4 � 'FLAT !ACRYLIC LATEX �BOARD IPS 5 !INTERIOR PAINT SYSTEM 5180ARD'GYPSUM GLOSS (ALKYD ENAMEL !SEMI IPS 6 1GYPSUM 1INTERICR PAINT SYSTEM 6 ;SATIN !,ACRYLIC LATEX IBOARD IPS 7 'INTERIOR PAINT SYSTEM 7 (CAST ACRYLIC LATEX CONCRETEFLAT J11 IRS 8 'INTERIOR PAINT SYSTEM 8 WOOD SATIN 1ACRYLIC LATEX IPS 9 !INTERIOR PAINT SYSTEM 9 jWOOD !SATIN ACRYLIC LATEX IPS 10 INTERIOR PAINT SYSTEM 1C''WOOD J__ SATIN ACRYLIC LATEX IPS 11 INTERIOR PAINT SYSTEM 11,WOOD SATIN ';ACRYLIC LATEX RECEIVED CITY OF TUKWILA JAN 16 2019 M1 EN Paul Franks Architecture 19005 NE 15* st street Woodinville, Washington 98072 Telephone 425.785.8780 E-Mail paulfranks@frontier.mm www.paulfranksarchitecture.com A518Z REGISTERED \J ARCHITECT �TA W 'F 4-J >, 00 0 CC) -0 0 00 15 a) E 0 E CL E C: U) V) 0 4� 4-J co I 3: E V. C3 :3 ad LL C� Ca 0 CM E 0 O U-Jeothie vi 00M FIN[ I cr_ E -SM. fiDUL &PROVED U 0 5 2019 ty of Tukwila )ING DIVISION ISSUED FOR BUILDING PERMIT SUBMITTAL Revisions Project No. 2018-14 Sheet A7.5 0 Copyright 2018 Paul Franks Architecture DIVISION 0- GENERAL REQUIREMENTS 00 3143 Permit Applications A. Permits and Applications by the Architect and fees paid by Owner. 1. Building Permit 2. Health Department Food Service Facility permit B. Permits, Applications and fees by the Contractor and/ or Subcontractors 1. Mechanical permit 2. Plumbing permit 3. Electrical permit 4. Fire Sprinkler permit S. Fire Alarm permit (if required) C. Permits, Applications and fees by the Owner: 1. Sign permit DIVISION 1- GENERAL REQUIREMENTS 014100 Regulatory Requirements A. 2015 International Building Code with statewide amendments. B. ICC/ANSI A117.1-09, Accessible and Usable Buildings and Facilities, with statewide amendments. C. 2015International Mechanical Code with statewide amendments. D. 2015 International Fuel Gas Code with statewide amendments (part of the IMC adoption) E. 2015 International Fire Code with statewide amendments. F. 2015 Uniform Plumbing Code with statewide amendments. G. 2015 International Energy Conservation Code/Washington State Energy Code. H. 2015 International Existing Building Code with statewide amendments found In the IBC. I. 2017 National Electrical Code (NFPA 70) -- Please see the Department of Labor and Industries for information on the adoption and amendment of the National Electrical Code. 01 51 00 Temporary Utilities A. The Contractor shall provide the following: 1. Temporary electricity 2. Temporary fire protection 3. Temporary heating and ventilation 4. Temporary lighting 5. Temporary water service OS 52 00 Construction Facilities A. The Contractor shall provide the following: 1. Temporary Sanitary Facilities 2. Temporary First Aid Facilities 0154 00 Construction Aids A. The Contractor shall provide the following: 1. Temporary Scaffolding and Platforms. 2. Provide and maintain ramps, ladders, stairs, guardrails, chutes, and material hoists as required by the Work. 3. Temporary Air barriers 4. Temporary Dust Barriers 5. Temporary Noise Barriers 6. Temporary Barricades 7. Temporary Fencing 8. Temporary Security Barriers 9. Temporary Stored Materials Protection 01 77 00 Closeout Procedures A. Substantial Completion and Correction List: 1. When the Contractor considers that the Work, or portion thereof which the Owner agrees to accept separately, is substantially complete, the Contractor shall prepare and submit to the Architect a comprehensive list of Items to be completed or corrected prior to final payment. B. Final Completion Review: 1. Upon receipt of the Contractor's written notice that the Work is ready for final inspection and acceptance and upon receipt of a final Application for Payment, the P P P P he Y Architect will promptly make such inspection and, when the Architect finds the Work acceptable under the Contract Documents and the Contract full performed,the P Y Architect will promptly issue a final Certificate for Payment stating that to the best of the Architect's knowledge, information and belief, and on the basis of the Architect's on -site visits and inspections, the Work has been completed in accordance with the terms and conditions of the Contract Documents and that the entire balance found to be due the Contractor and noted in the final Certificate is due and payable. DIVISION 2- SITE WORK 024100 Demolition A. Scope of Work: 1. Demolition as required and as noted on the drawings. 2. Saw -cutting existing concrete slab as .required for installation of underground plumbing and electrical work. 3. Disposal of ail demolition materials. DIVISION 3 -CONCRETE 03 1100 Concrete Forming A. Scope of Work: 1. Concrete floor slab repair where removed for installation of underground plumbing and electrical work. 03 2100 Reinforcing Steel A. Scope of Work: 1. Provide steel reinforcement for cast -in -place concrete B. Products 1. Bars: a. Deformed billet steel bars minimum Grade 60 2. Accessories: a. Provide chairs, bolsters and spacers required for proper placing, spacing, supports and fastening reinforcements b. Tie Wire: Steel, black, soft annealed, 16.5 gauge. 03 3100 Structural Concrete A. Scope of Work: 1. Concrete floor slab repair where removed for installation of underground plumbing and electrical work. B. Products 1. Cast -in -place concrete; a. Interior concrete stabs; 3,000 psi minimum at 28-day compressive strength, maximum slump 3" minus 1". 2. Preparation for Concrete Slab -on -Grade. a, Slab Leveling Course Sand: 2" thickness, well graded, clean washed course sand. b. Concrete Slab -on -Grade Aggregate Base: 6" thickness, 3/4" -0 crushed aggregate. 03 5143 Bonded Abrasive Polished Concrete Floors A. Scope of Work: 1. Products and procedures for bonded abrasive polished concrete floors using multi -step wet/dry mechanical process, and accessories indicated, specified, or required to complete polishing. B. Products 1, Liquid Densifier; 2. Accessories: a. Repair .Material; A product that is designed to repair cracks and surface imperfections. b. Grout Material: A thin mortar used for filling spaces. C. Equipment 1, Field Grinding and Polishing Equipment B. Execution 1. Perform all polishing procedures to ensure a consistent visual appearance from wail to wall. 2. Treating Surface Imperfections 3. Liquid Densifier Application 4. Grout Grinding 5, Honing 6, Polishing 7. Final Polished Concrete Floor Finish: a. Aggregate Exposure Class A - Cement Fines: Surface exposure of 85 to 95% cement fines and 5 to 15% fine aggregate based on visual observation of the overall area of the polished floor. b. Appearance Level 2 - Satin (Honed) Images of objects being reflected have a matte appearance. DIVISION 5- METALS 05 55 00 Metal Fabrications A. Scope of Work: 1. Fabrication and installation steel post B. Products: 1. Steel Tubing: ASTM A 500, 46 ksi, Grade B. 2. Welding Electrodes: E-70XX Electrodes as recommended by AWS. 3. Finishing Materials: Shop Primer: Manufacturer's standard rust inhibitive primer. DIVISION 6 - WOOD AND PLASTICS 06 4100 Architectural Wood Casework A. Scope of Work: I. Fabricate and install Architectural Wood Casework B. Products: - 1. Finish all exterior and interior surfaces: High Pressure Plastic Laminate VGS and VGP Vertical Surface Type; 0.028 Inch thickness. 2. Panel Products: Medium Density Fiberboard (MDF), or #45 density particleboard (ANSI A208.1 - 1999). 3. Toe kick: 4" high Manufacturer's standard to receive base per finish schedule. 4. Casework backs at upper cabinets only: 1/8-inch hardboard glued, dado and staple. No finish. No backs required on other casework unless required by manufacturer. 5. Countertop supports: 3/4-Inch thickness, softwood lumber. 06 46 00 Interior Wood Trim A. Scope of Work: 1. Provide and install interior wood trim B. Products 1. ANSI A208.2 - Medium Density Fiberboard for Interior Use DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07 84 00 Fire Stopping A. Scope of Work: 1. Provide fire stopping and penetration seats as required by code. B. Products: 1.. Fire stopping and penetration seals UL classified fire stop systems only. 07 92 00 Joint Sealants A. Scope of Work: 1. Joint sealants B. Products 1. Back bedding compounds 2. Back bedding. mastic glazing tapes 3. Narrow joint seam sealers 4. Non-drying sealants 5. Closed -cell backer rod DIVISION 8- DOORS AND WINDOWS 08 11 00 Metal Doors and Frames A. Interior Pre -Finished Steel Door Frames: 1. Acceptable Manufactures: a. Timely Industries. Web site: www.timelyfmmes.com. 2. Construction a. Frame Material: Cold rolled steel, 20-gauge minimum thickness b. Frame Profile: Standard Frame. c. Factory pre -finished d. Trim Style: TA-8 Standard Steel 1-7/16" x 3/8". Factory pre -finished 08 14 00 Wood Doors and Frames A. Interior Flush Wood Doors for Opaque Finish 1. Acceptable Manufactures and Products: a. Masonite International Corporation, web site; http://www.masonite.com 2. Type: Swinging Wood Doors 3. Face: MasoniteW hardboard. Smooth finish. 4. Finish: factory prime finished, field painted finish per Section 09 9100 Painting. 5. Door Core: Solid particleboard core with MDF rails 6. Hardware preparation: Prepare doors and frames for installation of hardware. 08 3100 Access Doors and Frames A. Products 1. Wail Access Flush Doors, non -fire rated: Milcor Style M #3202-025 18" x 24". 08 7100 Door Hardware A. Scope of work 1. Provide finish hardware for doors B. Door Hardware Group 1 1. Location: Interior Office & Closet Door 2. Handicap accessible 3. Hardware: a. Hinges (I) Quantity:3 pair (II) Plain bearing, standard weight, full mortise, round corner 4-1/2" x 4- 1/2" (III) Finish US26D b. Lockset (I) Quantity 1 (II) Manufacturer Schlage (III) ANSI Function: F81 Entrance lock (IV) Model SAT-551PD (V) Finish 626 Satin Chromium plated c. Wall Bumper (I) Quantity 1 (II) Manufacturer H.B.IVes (III) Model No. WS407CCV (IV) Finish US26D C. Hardware Group 2 1. Location: Interior Public Toilet Room Door 2. Handicap accessible 3. Hardware: a. Hinges (I) Quantity: 3 pair (II) Standard weight anti -friction bearing, full mortise, round corner 4-1/2" x 4-1/2" (III) Finish US26D b. Lockset (I) Quantity 1 (II) Manufacturer Schlage (III) ANSI Function; F76 Privacy latch (IV) Model SAT-S40D (V) Finish 626 Satin Chromium plated c. Closer (I) Quantity 1 (II) Manufacturer LCN (III) Function single acting, ADA compliant (IV) Type Top Jamb (push) mounting (V) ANSI CO2041 (VI) Model 4021 (VII) Finish Aluminum powder coat d. Walt Bumper (I) Quantity i (II) Manufacturer H.B.Ives (III) Model No. WS407CCV (IV) Finish US26D DIVISION 9 - FINISHES 09 22 16 Non -Structural Metal Framing A. Standards: 1. Comply with Section 01060 Regulatory Requirements 2. Specfcation for the Design of Cold Formed Steel Structural Members AISI 1986. 3. Standard specification for Installation of Steel Framing Members to Receive Screw- Attadled Gypsum Panel Products, ASTM C 754 Standard Specification for installation of Load Bearing steel Studs and Related Accessories ASTM C1 1007, B. Materials 1. Galvanize steel studs, runners (track), rigid (hat section) furring channels, "2" shaped furring channels, and resilient furring channels, with coating designation of G-60 minimum,. per ASTM 123. ASTM C645, modified for thickness specified and sizes as shown C. Products 1. Steel Studs and Runners (Track). ASTM A525 steel, 0.8 mm bare metal 2. Furring Channels, not less than 0.45 mm thickness bare metal a. Rigid furring channels b. Resilient furring channels a "Z" Furring Channels, not less than 0.45 mm thickness bare metal d. Rolled Steel Channels: 3. Fasteners, Clips, And Other Metal Accessories D. Installing Studs 1. Install studs in accordance with ASTM C754. E. Installing Supports Required By Other Trades 1. Provide for attachment and support of electrical outlets, plumbing, laboratory or heating fixtures, recessed type plumbing fixture accessories, access panel frames, wall bumpers, wall -hung casework, recessed fire extinguisher cabinets 2. Coordinate location of blocking, bridging and backing with other Work. 09 29 00 Gypsum Board A. Scope of Work: 1. Gypsum board systems and accessories. 2. Gypsum board finishing systems and accessories. 3. Trim systems and accessories. B. Products 1. Regular gypsum wallboard ASTM C1396 (Section 5), regular except where Type X fire-resistant type is indicated or required to meet UL assembly types. 2. Ceiling Gypsum Board: ASTM C1396 (Section 12), non -sag type. 3. Accessories a. Metal trim b. Control joints 4. Adhesives and joint treatment materials 5. Fasteners C. Installation: 1. Gypsum wallboard locations: a. Regular gypsum wallboard b. Ceiling Gypsum Board at ceilings. D. Finishing: 1. GA Level 1 at Concealed areas including HVAC, electrical and plumbing shafts, ceiling plenum areas and concealed areas. 2. GA Level 4 at exposed areas where flat paints are specified to be applied. 3. GA Level 45 at exposed areas where gloss paints are specified to be applied. 09 51 10 Acoustical Ceilings A. Scope of Work: 1. Ceiling Panels 2. Suspension Systems B. Products - 3. Ceiling Panels:. a. Armstrong World Industries, Inc.; Cortege Second Look II Square Lay -in #770, scored 24" x 24" squares. 4. Suspension Systems: a. Armstrong World Industries, Inc. b. Prelude XL 15/16-inch Exposed Tee manufactured by Armstrong World Industries, Inc. c. Chicago Metallic 1200 system manufactured b Chicago Metallic 9 Y Y g etal lc Corporation d. 15/16-inch Classic Hook System, non -fire rated manufactured by BPB America Inc. C. Installation: 1. Install suspension system and panels in compliance with ASTM C636, ASTM E580, with authorities having jurisdiction, and in accordance with the manufacturer's installation instructions. 09 65 13 Resilient Base and Accessories A. Scope of Work: 1. Resilient Base B. Products: 1. Resilient Base: a. Approved manufacturer (1) Johnsomm (II) Burke Flooring (III) Flexco (IV) Armstrong b. Resilient Base Materials: (I) Style: Cove (II) Size 4" and 6" per Interior Finish Schedule. (III) Gauge Thickness: 1/8-inch (IV) Color: manufacturer's standard color per Interior Finish Schedule. c. Base Adhesive 09 65 16 Resilient Flooring A. Scope of Work: 1. Resilient Flooring B. Products: 1. Vinyl Composition Hie.(VCT) a. Armstrong Standard Excelon Imperial Texture b. 1/8" Gauge c. Color: Manufacturer's standard as selected. 2. Accessories a. Primer as recommended b. Adhesives c. Transitions d. Reducer Edge Strips 09 77 00 Specialty Wall Surfacing A. Scope of Work: 1. Fiberglass Reinforced Plastic Panels (FRP) B. Products: 1. Fiberglass Reinforced Plastic Panels a. Manufacturer: b. Crane Composites, Inc. www.cmnecomposites.com a. Sequentia Flat Panels, Product No. FTSTF (I) Finish: Embossed (II) Size: 4'. x 8, 4' x 9, 4' x 10'. 4' x 12", nominal thickness 0.09" embossed (III) Color: Manufacturer's standard color as selected White 1130 or Almond 1114. (IV) Finish: Pebbled embossed texture (V) Finish Class C per ASTM E-84 (VI) Installation method: adhesive b. Accessories: (I) Trim: Standard one-piece polypropylene moldings (II) Adhesive: Provide panel adhesive as recommended by panel manufacturer for applicable substrate. c. Fasteners; (I) Non -staining nylon drive rivets (II) Color: match panel colors 2. Installation a. Wall Preparation: New gypsum should not be painted or primed b. Installation Sequence (I) Install prior to baseboard and resilient base materials. (II) Install after finish painting has been completed. 09 9100 Painting A. Scope of Work: 1. Surface preparation and field painting of exposed interior items and surfaces excluding factory finished items. B. Products: 1. Interior Paint System 1: Gypsum board walls and ceilings at dry areas a. Primer: Wall board sealer. 1 coat b. Finish: Interior Latex eggshell. 2 coats minimum. 2. Interior Paint System 1: Gypsum board walls and ceilings at wet areas a. Primer: Wall board sealer. 1 coat b. Finish: Interior Alkyd Enamel Low -Sheen 2 coats minimum. 3. Interior Paint System 2: Wood Doom and Interior Wood Trim a. Primer: Acrylic Enamel Undercoater. i coat b. Finish: Interior Alkyd Enamel satin. 2 coats minimum. DIVISION SO- SPECIALTIES SO 26 13 Wall & Corner Guards A. Scope of Work: 1. Corner and end wall protection B. Products: 1. Manufacturer: Inpro Corporation or equal 2. Materials a. Stainless steel type 304 alloy #4 satin finish , NSF Standard 51 b. Corner Guards adhesive mount c. End Wall Guards adhesive mount d. Adhesive per manufacturer 10 28 13.13 Commercial Toilet Accessories A. Scope of Work: 1. Commercial Toilet Accessories B. Products: _ 1. Stainless steel framed mirrors 2. Toilet Paper Dispensers 3. Paper Towel Dispensers 4. Waste Receptacles 5. Sanitary napkin disposal 6. Soap dispenser 7. Coat Hooks S. Grab Bars _ C. Acceptable Manufacturers: 1. Bobrick Washroom Equipment, Inc., web site; www,bobrick.com. 10 14 00 Signage A. Scope of Work: 1. Interior safety and regulatory Signage B. Products: 1. Provide signs as shown on the Drawings. 10 44 00 Fire Protection Specialties A. Scope of Work: 1. Portable fire extinguishers B. Products: 1. Multi -purpose dry chemical, U.L. rated capacity as shown on the drawings DIVISION 12-EQUIPMENT 1140 00 Foodservice Equipment A. Scope of Work: 1. Install food service equipment B. Products: I. Food service equipment per Food Service Equipment Schedule on the Drawings 2. Plumbing and electrical appurtenances as required C. Installation: 1. Provide complete installation of Food service equipment in accordance with manufacturer's Instructions and as noted in the Drawings. 2. Complete plumbing and electrical connections as required. DIVISION 12-FURNISHINGS 12 36 23.13 Plastic -Laminate -Clad Countertops A. Scope of Work: 1. Fabrication and installation of Plastic -Laminate -Clad Countertops, backsplash and wall cap. B. Products: 1. Lumber and Panel Products: Comply with AWI Quality Standards. 5/8" minimum thickness plywood or particle board. 2. High Pressure Plastic Laminate: a. NEMA LD-3, solid colors and surface texture as selected from manufacturer's standard colors. b. Grade as required for the specific application; (I) VGS and VGP Vertical Surface Type; 0.028 Inch thickness (II) HGS General Purpose Grade, 0.048 inch thickness (III) HOP Postforming Type, 0.039 inch thickness DIVISION 21 FIRE SUPPRESSION 21 13 00 Fire -Suppression Sprinkler Systems. A. Scope of Work: 1. Fire protection sprinkler system a. Remodel and adjustments to the existing sprinkler system as maybe required by the AHJ. b. Provide design, permit, material, labor, equipment and tools. c. All work performed shall meet the standards of the National Fire Protection Association #i Pamphlet 2 i p 3 0 6 Edition and subject to the review and inspections the jurisdiction having authority. d. Obtain and pay for all permits, licenses, fees and taxes applicable to this project as required by law. 2. Fire Sprinkler system: a. Wet sprinkler system in all areas as required by AHJ. b. Drains and test connections c. Testing as required by the AHJ. d. Concealed sprinklers at finished ceilings. DIVISION 22 PLUMBING 22 4100 Basic Plumbing Requirements A. Scope of Work: 1. Project delivery: The project is to be delivered design build. The design build contractor responsible shall be responsible for all plumbing systems and will be the engineer of record. The Work includes design and preparation of plumbing drawings and engineering as required and shall affix the stamp of a licensed Washington State mechanical engineer. a.. Obtain and pay for all permits, licenses, fees and taxes applicable to this project as required by law. b. Plumbing systems including: (IV) Plumbing System (V) Valves (VI) Identification of Equipment and Systems (VII) Insulation per Washington State Energy Code. (VIII) Piping (IX) Domestic Circulating Pump (X) Drains (XI) Cieanouts (XII) Domestic Water Heaters (XIII) Water supply piping and systems (XIV) Plumbing fixtures per Drawings (XV) Thermal expansion devices (XVI) Waste and vent systems (XVII) Backflow preventer devices B. Plumbing System Requirements: 1. Design per UPC and Health Department regulations. C. Products: 1. Plumbing products per UPC and Health Department regulations. 2. Plumbing fixtures and trim per Plumbing Fixture Schedule and Food Service Equipment Schedules on the Drawings. 3. All fixtures shall meet the local/state water conservation act requirements. 4. All exposed piping for handicapped fixtures shall have insulation jackets (handi-lav- guard or equal) offset exposed p-traps for clearance for handicap access. 5. All fixtures shall include all accessories for a complete installation including but not limited to all strainers,, pop-up drains and stops, wing nuts, flexible hose, overflows and diverts- 6. All exposed to view p-traps shall be chrome. 7. All hot and cold water to each fixture shall have a shut off/stop valve. RECEIVED CITY OF TUKWILA JAN`rl 6 2019 PERMIT CENTER V�- U i 1 3 77 1--- U W U Cc Q Paul Franks Architecture 19005 NE 151st Street Woodinville; Washington 98072 Telephone 425,785.8780 E-Mail paulfranks@frontier.com www.paulfranksarchitecture.com t�5182 REGISTERED ARCHITECT I PA UL EVAN FRANKS STATE OF WASHINGTON W _T i, 0 s p�00 N O L W O d E /E C o U) V J � U C C t Cdo do i- t6 to W Vol V) J �} a _V � .� c: t1") �y � O L 2 O r- ~ m W othgyp, 8 SPECIFICATIONS [RLVtL1' i FC Rl - DE CCiMPLIANCE APPROVED FEB 05 2019 City of Tukwila BI, IILDING DIVISION ISSUED FOR BUILDING PERMIT SUBMITTAL Revisions Date 1/10/19 Project No. 2018-14 Sheet A8.1 m Copyright 2018 Paul Franks Architecture 8. Contractor shall be responsible to meet the local jurisdictions requirements regarding all provisions for the slip joints. DIVISION 23 HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) 23 00 00 Basic HVAC Requirements A. Scope of Work: a. Remodel and adjustments to the existing HVAC system as maybe required by the AH1 b. Provide all materials, labor and equipment required to install a complete and fully operational HVAC system. c. Obtain and pay for all permits, licenses, fees and taxes applicable to this project as required by law. d. Project delivery: The project is to be delivered design build. The design build contractor responsible shall be responsible for all HVAC systems and will be the engineer of record. The Work includes design and preparation of HVAC drawings and engineering as required and shall affix the stamp of a licensed Washington State mechanical engineer. B. Products: 1. All materials and systems per code. DIVISION 26 ELECTRICAL 26 00 00 Basic Electrical Requirements A. Scope of Work: 1. Provide electrical power and lighting as shown on the Drawings 2. Project delivery: The project is to be delivered design build. The design build contractor responsible shall be responsible for all electrical systems and will be the engineer of record. The Work includes design and preparation of Electrical drawings and engineering as required and shall affix the stamp of a licensed Washington State electrical engineer. 3. Provide and install electrical systems basedon a design -build derived from the Electrical drawings including: (XVIII) Low -Voltage Electrical Power Conductors and Cables (XIX) Grounding and Bonding for Electrical Systems (XX) Hangers and Supports for Electrical Systems (XXI) Conduit (XXII) Boxes (XXIII) Identification for Electrical Systems (XXIV) Overcurrent Protective Device Coordination Study (XXV) Switchboards (XXVI) Panel boards (XXVII) Equipment Wiring (XXVIII) Wiring Devices , (XXIX) Fuses (XXX) Enclosed Circuit Breakers (XXXI) Enclosed Switches (XXXII) Lighting B. Products: 1. All materials and systems per code. DIVISION 27 COMMUNICATIONS 27 00 00 Basic Communications Requirements A. Scope of Work: L Provide cable TV and telephone as shown on the Drawings 2. Obtain and pay for all permits, licenses, fees and taxes applicable to this project as required by law... B. Products: 1. All materials and systems per code.. - END OF DOCUMENT RECEIVED CITY OF TUKWILA JAN16 2019 PERMIT CENTER t LU : U' rr Q Paul Franks Architecture 19005 NE 151 st Street Woodinville, Washington 98072 Telephone 425.765.8780 E-Mail paulfranks@frontier.com www.paulfranksarchitecture.com �5182 REGISTERED \J ARCHITECT PAUL EVAN FRANKS STATE OF WASHINGTON W L' 4-J >' CO a O 00 m �_ a = 000 0 Eu O) E E d �//�� 0cc O C w m 4-J t i�: E V41 (B m Lu =3: O J O a V 0) to cm— m E E /L ti a o E in W 00 f, d11 Val SPECIFICATIONS REV€ir,,7j; PO Fo Fi- ODE CC RLIANCE APPROVED FEB 052019 City of Tukwila ILDING DIVISION ISSUED FOR BUILDING PERMIT SUBMITTAL Revisions Date 1/10/19 Project No, 2018-14 Sheet A8.2 © Copyright 2018 Paul Franks Architecture