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Home My WebLink AboutPermit D18-0344 - XALWO KISMAAYO - TENANT IMPROVEMENTXALWO KISMAAYO 14816 TUKWILA INTL BLVD BLDG D18-0344 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov DEVELOPMENT PERMIT 0041000142 Permit Number: 14816 TUKWILA INTL BLVD BLDG Project Name: XALWO KISMAAYO Issue Date: Permit Expires On: D18-0344 2/13/2019 8/12/2019 Owner: Name: Address: STEINBERG DOUGLASJ 26415 MILITARY RD S , KENT, WA, 98032 Contact Person: Name: NOS NARIN Address: 1405 BOYLSTON AVE , SEATTLE, WA, 98122 Contractor: Name: Address: License No: DRT WORKS LLC 1834 S 90TH ST , TACOMA, WA, 98444 DRTWOWL823C1 Lender: Name: ' KHALI MOHAMED Address: 3730 S 148TH ST #6868 , TUKWILA, WA, 98168 Phone: (206) 322-4323 Phone: (253) 283-2279 Expiration Date: DESCRIPTION OF WORK: TENANT IMPROVEMENT FOR NEW JAPANESE RESTURANT, ADDING COMMERICAL KITCHEN EQUIPMENTS, INTERIOR PAINTING AND NEW FINISHINGS Project Valuation: $140,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $3,235.67 Occupancy per IBC: B Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: rl Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: 2,13-) I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Pew e— / • Ujai/ Date: z.,-( 3- / r This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: 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) 5: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.12.5) 1: 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) 2: 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) 3: 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) 6: Maintain fire extinguisher coverage throughout. 11: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit hardware. (IFC 1010.1.10) 7: 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) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1013.1) 10: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1013.6.1) 12: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1013.6.3) 13: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 14: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 16: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437.(THE FIRE ALARM SYSTEM SHALL MEET ALL CURRENT FIRE ALARM REQUIREMENTS.) 17: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72-17.5.3.1) 18: Local U.L. central station supervision is required. (City Ordinance #2437) 20: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. (NFPA 72-17.5.3.1) 21: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 19: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 22: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 23: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 24: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 25: In other than Group 1-3, curtains, draperies, fabric hangings and other similar combustible decorative materials suspended from walls or ceilings shall comply with Section 807.4 and shall not exceed 10 percent of the specific wall or ceiling area to which they are attached. (IFC 807.1) Where required to exhibit improved fire performance, curtains, draperies, fabric hangings and other similar combustible decorative materials suspended from walls or ceilings shall be tested by an approved agency and meet the flame propagation performance criteria of Test Method 1 or Test Method 2, as appropriate, of NFPA 701 or exhibit a maximum rate of heat release of 100 kW when tested in accordance with NFPA 289, using the 20 kW ignition source. Reports of test results shall be prepared in accordance with the test method used and furnished to the fire code official upon request. (IFC 807.4) 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 28: ***BUILDING PERMIT CONDITIONS*** 29: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 30: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 31: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 32: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 33: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 34: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (1-800-325-6165 ext 9-566), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 35: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 36: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 37: 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. 38: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 39: 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). 40: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 41: 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. 42: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 43: Applicant shall obtain a separate Tukwila Plumbing Permit for any plumbing work inside the building envelope including Grease Interceptor installation (Grease Interceptor spec/cut sheet req'd). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0608 PIPE INSULATION 0406 SUSPENDED CEILING CITY OF TUIA-rLA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov ANN Building Permit No. Qi b 03 Project No. Date Application Accepted: !O -;b l 6 Date Application Expires: i `- _1 9 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: b cc''1 (00 • CJ 1 2— Site Site Address: 11-1271 1 ())< W I l k INTekrafponm L 13LVO Suite Number: Floor: Tenant Name: ` csrgarolikt X Al- W O KIS r1 t\-NNk C7 PROPERTY OWNER Name: 1DOVb L c, J• sTEjr &( &) Address: 2 (0 LI 15 T-'ll1.lTf'ciz-{ ao.s. City: Kofi State: \,.1 in\ Zip:4 032 CONTACT PERSON — person receiving all project communication Name: „ 1 0 7\1 AlzI Architect Name: 1-.1 pN6N) SOTiA Address: 1 Lt0 c3 g0 4I.ST01,‘ A v€ City: c—f-k-Ti-(, e State: , ) Zip: et 2)172 V`' City: Sf\-`i--11,£ State: j es Zip: clt)l2z Phone: Z0(0• 322 • '-1323Fax: s- Email: ajbSQ GATGt1 STu,Dtp . cor.,1 State: GENERAL CONTRACTOR INFORMATION Company Name: Architect Name: 1-.1 pN6N) SOTiA Address: I L(v5 SUy L STor J i\Y-6 City: c—f-k-Ti-(, e State: , ) Zip: et 2)172 V`' Address: Email: ..T.R. G,,tt, O2 ° • (,t7 Address: s- City: State: p .h}- 5-1-- i (O 5,C IN Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh New Tenant: ja Yes ❑ .. No ARCHITECT OF RECORD Company Name: GtA sruzDi O Architect Name: 1-.1 pN6N) SOTiA Address: I L(v5 SUy L STor J i\Y-6 City: c—f-k-Ti-(, e State: , ) Zip: et 2)172 V`' Phone: 2O (o • 21_1 0. � (ocFax: Email: ..T.R. G,,tt, O2 ° • (,t7 ENGINEER OF RECORD Name: Company Name: A `1 mo -t_ "'LG -P Engineer Name: Address: s- Address: 5_ p .h}- 5-1-- i (O 5,C IN City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: k A `1 mo -t_ "'LG -P Address: s- 0 5_ p .h}- 5-1-- i (O 5,C IN I, City: 1- J k W 1 Lf" State: W A Zip: U-1 (at Page 1 of 4 BUILDING PERMIT INFORMATIG 206-431-3670 0 Valuation of Project (contractor's bid price): $ 1 LAO , 000 Existing Building Valuation: $ 57 o b Describe the scope of work (please provide detailed information): T (4 -Pi -NI -t- 1r a 0 vemeioT r , 7k,13 t 11\r& -I CO 1— i f;(2- C t A L &-t1 £ Q o t p , 1 fJ rt c 2(,o,(Z. pAi Lit) r i 41 NI 1 NI S 1- -} �L S Will there be new rack storage? ❑ ....Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 2-'1 ) M 6 5af Floor area of principal dwelling: , 71 S s Q fT Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 20 Compact: Handicap: 3 Will there be a change in use? Yes ❑ No If "yes", explain: P/Z£V / wS L'4 2 &TA 1 L NE tiV tis : QEstikvgir., FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes a No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 1/765"-r 'r 0-1 ik. N /PC "j'`( Z A - Z rd Floor ti /A 3rd Floor j /k 1\1 Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck J Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 2-'1 ) M 6 5af Floor area of principal dwelling: , 71 S s Q fT Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 20 Compact: Handicap: 3 Will there be a change in use? Yes ❑ No If "yes", explain: P/Z£V / wS L'4 2 &TA 1 L NE tiV tis : QEstikvgir., FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes a No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INFIX TION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila 0 ...Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline ❑ ...Valley View ❑...Renton 0 ...Sewer Availability Provided 0... Renton 0... Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) 0 .. Bond ❑...Insurance 0... Easement(s) Proposed Activities (mark boxes that apply): 0 .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water 0... Geotechnical Report 0...Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) ❑ ... Right-of-way Use - Profit for less than 72 hours ❑ ... Right-of-way Use — Potential Disturbance 0... Work in Flood Zone O ... Storm Drainage ❑... Abandon Septic Tank ❑... Curb Cut 0...Pavement Cut 0...Looped Fire Line ❑ .. Permanent Water Meter Size (1) " WO # ❑ .. Temporary Water Meter Size (1) " WO # ❑ .. Water Only Meter Size WO # ❑ .. Sewer Main Extension Public 0 Private 0 ❑ .. Water Main Extension Public 0 Private 0 0... Grease Interceptor 0... Channelization o... Trench Excavation 0...Utility Undergrounding (2) " WO # (3) " WO # (2) " WO # (3) " WO # 0 .. Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line ❑ .. Water ❑ .. Sewer 0 .. Sewage Treatment Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:WpplicationsWorms-Applications On Line'2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 r�1 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Mailing Address: ivo S xick r)n H:WpplicationsWorms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Date: t d • Z 5 - ],O 1,?, Day Telephone: yoG 32Z • h` Z3 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY I PAID $3,235.67 D18-0344 Address: 14816 TUKWILA INTL BLVD BLDG Apn: 0041000142 $3,235.67 DEVELOPMENT $3,141.24 PERMIT FEE R000.322.100.00.00 0.00 $1,888.63 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,227.61 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $94.43 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R16633 $94.43 $3,235.67 KAXV '/Nq 1(6- V7Nyoi 00 Wit 1im3g1 ti000 194i Date Paid: Friday, January 25, 2019 Paid By: CITY OF TUKWILA Pay Method: ACCOUNT Printed: Friday, January 25, 2019 8:53 AM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit D1'-b3L1 Lf PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Pro'ect: �c —&Jo /<;stnArt�t r Typs�of Inspection: bibv e 1143 ri hTca.. � ‘ riu - ELv4I; %38116 rkwG: Special Instructions: 6,(‘It410 Oaf te. Date Wanted: I V a.m. 2Z "5 p.m. Requester Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: rtre. M» ? Inspector: / &Q Date: ii Z 7 7/ l REINSPECTION FEE REQUIRED. Prior to next inspe ion. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dt$•03ith PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr ject: X& b is r�iA Al O Typ Inspecitioas tit Lab p ri,1/4.�. Address: ttiits(Q (k..,41. . giud. Date Called: Special Instructions: V. �n N „L I,riO �6t't t _ Date Wanted: t(— 7- a.m. � /� p.m. •f Requester: Phone No: 2 ?- Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Ffuett /deicd Fire_ ?Stat. lectiLL-se Art/ ,51 16 (0641 OFF rld ha‘yi-f oF Inspector: j C.1._ W Date: // 7s 2D6 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 2 03W PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter 81vd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type f Inspection: .110-40 5'en4 Addr ss: / l(.P ?,/i f3 Dat Called: Special Instructions: §ii ruG F.) Wit.- Date Wanted: //--/-/9 a.m. p.m. Requester: 6ni./} 6. .t/caf-D fi,le f i Mt. FetebR cE liat t-ors4G- Phone No: 2 7 ,ii-isArD ,f iP,er ,, V Tov e) /ii_ L /-ks7—wil R i Approved per applicable codes. Corrections required prior to approval. COMMENTS: l° /Lis 41Q61),A)D 14D14/ii IYS '/Y to/5 .110-40 5'en4 2/ 7. ' PktiN ,K ktifiLrkk G i , Pit �/ I'd *, 0 t -cmc c TRI CA -4- /14 UST- gir 77 -1_4D 1/, pL.UM811v6- Aws'r- cif fi N/f'LFJU 6r. rn s'ii_ik' In t i iC/-J t) 15 or R, 7-€41A1"--114057- .67o ,fRoa.‹D/ 6. .t/caf-D fi,le f i Mt. FetebR cE liat t-ors4G- 7 ,ii-isArD ,f iP,er ,, V Tov e) /ii_ L /-ks7—wil R i Inspector: Date: //-/-79 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 Project: r Vt`�o X1Smeta 16 Ty a of Inspection: „c C:C.t 1 y n9 Address: � 14- � Ngia �� Date Call d: Special Instructions: Oa two ed 6c�, Date nted: 9p � 9 2� a.m. p.m. Requester: Phone No: cidApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: S eikA14 C€2,11-1 Inspector: Date:Y.-/ zol 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 01 03yy Project: • C ASN 4# Type of Inspection: GLAz/N1 A yh Address: Nem rikad + zif /344 IiaiKa{14d+ sus g.t* J Ceti Special Instructions: 9: : 3 O Date Wa ted: )) a,m. 1 " �� p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: nEr csispAapal Ce.; (ms vrv,�,Sfek Ak-qe k (iLi 4L' 0__TetA41/ Bum CL,`ps W,etee s uLJ )/t 2" icL I,� - 3 f � 2,4Jeed FLeA/+-ic,Z co+e./ cove,ee Inspector Date: 711— 201 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 big Q3 Project: Project_ PtL kio Zoe Type of Inspection: '*7004v4INI� Address: / �� /140(2 j/.0)4,4 YlJ 3LDate Called: —i Special Instructions: Date Wanted:/ fO,to"tezlm. (ft---. Requester: Phone No: gpproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector -2)0 n Date _ -5 n 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 1)/0. y Project: ( amu) 0 /4)F Type of Inspection: caffoniti6 Addr s: L44( (p ) 4,9( t Date Called: Special Instructions: Date Wanted: 6 -s -i9 a.m. Requester: Phone No: EiApproved per applicable codes. orrections required prior to approval. COMMENTS: (t1 eez2e 66ec4i-( „( igec?e, -#1 o iz`�� Z�� lrtsAm rce,e{_eaWon Inspectorf-a Date/- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: )14L iA)0 =� Type of Ins _pegc on: I/r7W7y M Address: "4slopZZifi4 /Air 4-03 Date Called: Special Instructions: Date Wanted: a.m. Requester: 41 E Phone No: Z.5- 363 6331 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1.447,i4ovit - angel) Inspector: 4�� 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 D'22 0311q Project: x�.�� Type of Inspe tion: - X01 Address: ry0(( -t.i) 0 11.44 Vil Q, Date Called: Special Instructions: FYL-M15-OO2h cli M j 9 — 002 / Cr i *3d Date Wanted: 4'1t7111 a.m. <-13-11. Requester: Phone No: ! Z 315 (s- I Approvedi plicable codes. ['Corrections required prior to approval. COMMENTS: 61419rYLOCFY R' vqe 6deriieV54e-niSAILIt Inspect Dater 3 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 .R3frfl Pro ect: / L ri T of Inspectii�on: Address: o /% /L-' ;4 Date Called: Special Instructions: ' �0 r , )1 Date Wanted:�a.m. _/4? 2, �_ Z0//, p.m. Request Phone No: 3 — 2Z % �y CApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Catch Design Studio 1405 Boylston Ave Seattle, WA 98122 P# 206-322-4323 Xalwo Kismaayo December 6th 2018 City of Tukwila Department of Community Development November 16, 2018 NOS NARIN 1405 BOYLSTON AVE SEATTLE, WA 98122 RE: Correction Letter # I DEVELOPMENT Permit Application Number DI8-0344 XALWO KISMAAYO- 14816 TUKWILA INTERNATIONAL BLVD Dear NOS NARIN, RECEIVED CITY OF TUKWILA JAN 102019 PERMIT CENTER This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have quem cT M LT R# regarding these comments. (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size I 1 x 17 to a preferably maximum size of 24 x 36; -all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a 'Dlg- o34'i portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of'specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-0 10 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) I. Application for KCDPH permit shall be required prior to receiving a building permit however KCDPH permit shall not hold up building permit approval. Final building inspection and approval shall occur after KCDPH has approved their final inspections. Show application for (KCDPH). • The application has been included and the approval letter has been received for King County Department of Public Health (KCDPH) 2. Separate Mechanical Permit shall be required for: Coolers, freezers, walk-in coolers and freezers, i.e. assembled and hardwired. Self-contained "plugin" coolers or freezers (appliance type) shall not require a mechanical permit. Also, a separate mechanical permit shall be required for the Type 1 hood installation. • Mechanical plans have been included on page M1, M2, M3. • Walk-in cooler is Plug-in type. No Mechanical Permit will be required. • Added details on A3 3. Plumbing plan indicates the dishwasher and mop sink connecting to the grease interceptor. No food waste disposer or dishwasher shall be connected to or discharge into a grease interceptor. Except where otherwise specifically permitted, no wastes other than those requiring treatment or separation shall be discharged into an interceptor (clarifier). Revise the plumbing plan to separate those items from the grease interceptor. This shall be also revised for the plumbing permit. (UPC 10 14.1.3 & 1 009 .2) Note: Contingent on response to these corrections, further plan review may request for additional corrections. • Revised dishwasher floor sink from grease line to sewer line. See page P1 PLANNING DEPARTMENT: Minnie Dhaliwal at 206-431-3685 if you have questions regarding these comments. 1. Please provide how parking requirements for the property are met or if there was an existing restaurant in the proposed tenant space then parking could be considered non -conforming (grandfathered). Provide the total number of parking spaces on the property and square feet of the existing and proposed uses on the property. A restaurant use requires one space per 100 sq. ft. of usable floor area. For a restaurant use the minimum required parking of one space per 1 00 sq. ft. applies to the dining area. The parking for kitchen area shall be calculated based on number of employees. Also, note that parking requirements are for usable floor area. For retail uses the required parking is 2.5 spaces per 1000 sq. ft. Per TMC 1 8.06.863 "Usable Floor area" means that part of the floor area of any structure which is actually used from time to time for any commercial purposes, such as a sales area, display area, walkways or storage area. Parking calculation shall not include common corridors designed for the circulation of people at non retail establishments, restrooms, elevator shafts and stairwells at each floor, mechanical equipment rooms or attic spaces and exterior covered loading docks. • Parking details have been included on the site plan on page CSI • Added page AS1 to defined proposed site plan and parking calculation. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. I. Applicant shall submit to Mr. Andrew LaRue at Valley View Sewer District, 3460 S 148th St., Ste 1 00, Tukwila, WA 98 1 68, phone (206)242-3236 for review of grease control measures. Submit Valley View Sewer District approval, email ok. • Approval received via email from Andrew LaRue at Valley View Sewer District for review of the grease control. 6300 Southcenter Boulevard Suite #JOO • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that three (3) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, Rachelle Ripley Permit Technician File No. D18-0344 a i b,t k Rochelle Jones <rochelle@catchstudio.com> FW: Xalwo - Somalian Deli - Plan Review 1 message Andrew LaRue <andrewl@valleyviewsewer.org> To: "rochelle@catchstudio.com" <rochelle@catchstudio.com> Cc: Josh Bunn <joshb@valleyviewsewer.org>, Luis Maldonado <luism@valleyviewsewer.org> Hello Rochelle, Wed, Jan 9, 2019 at 3:35 PM Thanks for the call moments ago. The in -kitchen Watts WD -50 Grease Interceptor (on page 8) should be just fine and you can proceed with this installation. An in kitchen unit does meet our current resolution requirement for a grease removal device. The only questions I generally have is: where is the unit located and what size is required based on the plumbing pipe and expected flow. I have cc'd Josh Bunn so deli can be added to our list of accounts with grease control devices. Our staff may periodically inspect this device to ensure it is working efficiently and being maintained by the deli staff. Please let us know when the installation is complete and we can make an initial inspection of the install. No WSD permit is needed since the work will be inspected by the City of Tukwila Plumbing Inspector. A WSD Side Sewer Permit will be needed only if you have to make a connection to the sewer line on the exterior of the building. That sounds unlikely. Thank you, Andrew LaRue General Manager Valley View Sewer District Phone: 206-242-3236 Cell: 206-396-9290 Fax: 206-242-1527 E-mail: andrewl@valleyviewsewer.org • 3460 S 148th St Ste 100 Tukwila, WA 98168 1 Web www.valleyviewsewer.org From: Alisa Gatdula Sent: Thursday, December 13, 2018 11:05 AM To: Andrew LaRue <andrewl@valleyviewsewer.org> Subject: FW: Xalwo - Somalian Deli - Plan Review C 0 Ft Ft*CTIGN LT R# RECEIVED CITY OF TUKWILA JAN ___0__20}g__., PEHMIT CENTER This lady called last week asking for your email. 1 told her to just email me first so 1 can forward it to you since 1 wasn't comfortable giving her your email. Here it is. Alisa Gatdula �1�- 0341 / 1 �1 Accounts Receivable Valley View Sewer District Phone: (206) 242-3236 1 Fax: (206) 242-1527 From: Rochelle Jones [mailto:rochelle@catchstudio.com] Sent: Thursday, December 13, 2018 10:17 AM To: Alisa Gatdula Cc: Nos Narin; Elizabeth Montgomery Subject: Xalwo - Somalian Deli - Plan Review Hello Alisa, It was a pleasure speaking to you on the phone the other day. As we discussed our plans for the Somalian Deli - Xalwo, need to be reviewed by Andrew LaRue as per the city's request. I have included the following: • Full plan set with plumbing details (Xalwo Intake) • Correction Letter from Tukwila city (Round #1 Corrections) Please let me know if you have any questions PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. I. Applicant shall submit to Mr. Andrew LaRue at Valley View Sewer District, 3460 S 148th St, Ste I 00, Tukwila, WA 98 I 68, phone (206)242- 3236 for review of grease control measures. Submit Valley View Sewer District approval, email ok. (Alisha) Rochelle Jones Catch Design Studio P# 206-322-4323 www.catchstudio.com . 2 attachments • Xalwo Round #1 Corrections -Tukwila .pdf 1942K Xalwo_Intake2.1_MB_12.13.18.pdf 4976K 0, City of Tukwila Department of Community Development November 16, 2018 NOS NARIN 1405 BOYLSTON AVE SEATTLE, WA 98122 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0344 XALWO KISMAAYO - 14816 TUKWILA INTERNATIONAL BLVD Dear NOS NARIN, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36;. all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Application for KCDPH permit shall be required prior to receiving a building permit however KCDPH permit shall not hold up building permit approval. Final building inspection and approval shall occur after KCDPH has approved their fmal inspections. Show application for (KCDPH). 2. Separate Mechanical Permit shall be required for: Coolers, freezers, walk-in coolers and freezers, i.e. assembled and hardwired. Self-contained "plugin" coolers or freezers (appliance type) shall not require a mechanical permit. Also, a separate mechanical permit shall be required for the Type I hood installation. 3. Plumbing plan indicates the dishwasher and mop sink connecting to the grease interceptor. No food waste disposer or dishwasher shall be connected to or discharge into a grease interceptor. Except where otherwise specifically permitted, no wastes other than those requiring treatment or separation shall be discharged into an interceptor (clarifier). Revise the plumbing plan to separate those items from the grease interceptor. This shall be also revised for the plumbing permit. (UPC 1014.1.3 & 1009.2) Note: Contingent on response to these corrections, further plan review may request for additional corrections. PLANNING DEPARTMENT: Minnie Dhaliwal at 206-431-3685 if you have questions regarding these comments. • 1. Please provide how parking requirements for the property are met or if there was an existing restaurant in the proposed tenant space then parking could be considered non -conforming (grandfathered). Provide the total number of parking spaces on the property and square feet of the existing and proposed uses on the property. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 A restaurant use requires one space per 100 sq. ft. of usable floor area. For a restaurant use the minimum required parking of one space per 100 sq. ft. applies to the dining area. The parking for kitchen area shall be calculated based on number of employees.Also, note that parking requirements are for usable floor area. For retail uses the required parking is 2.5 spaces per 1000 sq. ft. Per TMC 18.06.863 "Usable Floor area" means that part of the floor area of any structure which is actually used from time to time for any commercial purposes, such as a sales area, display area, walkways or storage area. Parking calculation shall not include common corridors designed for the circulation of people at nonretail establishments, restrooms, elevator shafts and stairwells at each floor, mechanical equipment rooms or attic spaces and exterior covered loading docks. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1. Applicant shall submit to Mr. Andrew LaRue at Valley View Sewer District, 3460 S 148th St., Ste 100, Tukwila, WA 98168, phone (206)242-3236 for review of grease control measures. Submit Valley View Sewer District approval, email ok. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that three (3) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, aiv(u\Le Rachelle Ripley Permit Technician File No. D18-0344 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0344 DATE: 1/10/19 PROJECT NAME: XALWO KISMAAYO SITE ADDRESS: 14816 TUKWILA INTL BLVD BLDG Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: PO0 I11 Building Division (7 IC 16\ Public Works PRELIMINARY REVIEW: Fire Prevention Structural n k? 1\ir y1 Planning Division AR nPermit Coordinator Not Applicable (no approval/review required) DATE: 1/15/19 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Fl Approved with Conditions Corrections Required ❑ (corrections entered in Reviews) /ClllO � Notaticv�s Denied (ie: Zoning Issues) DUE DATE: 2/12/19 n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0344 DATE: 10/26/18 PROJECT NAME: XALWO KISMAAYO SITE ADDRESS: 14816 TUKWILA INTL BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit issued Revision # after Permit Issued DEPARTMENTS: CorZ lD3H Building Division OOvi -30-LS Public Works Structural n Permit Coordinator �C \\`� Fire Prevention COW 1\1 ` Planning Division rgo PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 10/30/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 11/27/18 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg► / Fire D Plng126 PWlyr Staff Initials: 12/18/2013 C.) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 01/08/2019 Plan ChecWPermit Number: D18-0344 ❑ Response to Incomplete Letter # 21 Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Xalwo Kismaayo Project Address: 14822 Tukwila International BLVD Tukwila, WA 98168 Contact Person: Nos Narin Phone Number: 206-322-4323 Summary of Revision: Mechanical plans, plumbing plans, and parking details have been revised. RECEIVED CITY OF TUKWILA JAN 10 L(J19 PERMIT CENTER Sheet Number(s): CS 1, AS 1, A3, Ml, M2, M3, PI "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: *14 Entered in TRAKiT on W:\Permit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 Home Espanol Contact Safety & Health Claims & Insurance ilk Washington State Department of Labor & industries Search L&I A -Z Index Help My 1..0 Workplace Rights Trades & Licensing DRT WORKS LLC Owner or tradesperson Principals TODD, DAVE ROBERT, PARTNER/MEMBER Doing business as DRT WORKS LLC WA UBI No. 604 164 981 1834 S 90TH ST TACOMA, WA 98444 253-283-2279 PIERCE County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. DRTWOWL823C1 Effective — expiration 02/21/2018— 02/21/2020 Bond Western Surety Co Bond account no. 63397186 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 02/21/2018 10/23/2017 Expiration date Until Canceled Insurance AmTrust International Underwri $2,000,000.00 Policy no. ENI15773301 Received by L&I Effective date 11/19/2018 11/14/2018 Expiration date 11/14/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts 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. Help us improve Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. Account is current. L&I Account ID 651,692-00 Doing business as DRT WORKS Estimated workers reported Quarter 4 of Year 2018 "Less than 1 Workers" L&I account contact TO / GARY HONC (360)902-4823 - Email: H0NC235@Ini.wa.gov 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. tD Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve ABBREVIATIONS PROJECT STATISTICS PROJECT TEAM A ACCES ACCESSORY ACH ABOVELCOUNTER HEIGHT ACT ACOUSTICALICEILING TILE ADA AMERICAN'S A WITH DISABILITIES' ACT ADJ AFF ADJUSTABLE L LAN LAM LAV LB LT LRV LOCALTAREA NETWORK LAMINATE LAVATORY POUND LIGHT LIGHT REFLECTANCE VALUE AL ABOVESFINISHEDDFLOOR ALUMINUM M ALT ALTERNATE MAX MAXIMUM ARCH AUTO ARCHITECT(URAL) AUTOMATIC MDF MEDIUM -DENSITY FIBERBORAD AVG AVERAGE MFD MANUFACTURED AND MFR MANUFACTURER AT MECH MECHANICAL B MED MEDICAL MET METAL BLDG BUILDING MIN MINIMUM BD BOARD MISC MISCELLANEOUS BLKG BLOCKING MLWK MILLWORK C MOIST MOISTURE MTD CAB CABINET MTL CPT CARPET MW CEM CEMENT(ITIOUS) MIR MOUNTED METAL MICROWAVE MIRROR CLG CEILING CLR CLEAR N CONC CONCRETE NIC NOT IN CONTRACT CONT CMU CONTINUOUSIATIONI NO NUMBER CONCRETE MASONRY UNIT NTS NOT TO SCALE CH CHAIR N2O NITROUS OXIDE CTOP CTC COUNTERTOP CENTERCTONCENTER O CW COLD WATER OC ON CENTER D OVHD OVERHEAD SITE ADDRESS : 14822 TUKWILA INTERNATIONAL BLVD TUKWILA,WA 98168 CODES USED : 2015 INTERNATIONAL BUILDING CODE. 2015 UNIFORM PLUMBING CODE. 2015 INTERNATIONAL MECHANICAL CODE. 2015 INTERNATIONAL FUEL GAS CODE. 2015 WASHINGTON STATE ENERGY CODE. 2009 ICC -Al 17.1. 2015 INTERNATIONAL EXISTING BUILDING CODE. 2015 WASHINGTON STATE CODE AMENDMENTS. PARCEL NUMBER :004100-0142 LEGAL : SQUIRES W C REPLAT BLK 8 N 1/3 LESS ST PROPERTY TYPE: C PLAT BLOCK/BUILDING NUMBER : 2 PLAT LOT/UNIT NUMBER :8-9-10 PROPERTY NAME : BOLLYWOOD VIDEO CONSTRUCTION CLASS : MASONRY PRESENT USE : RESTAURANT DESCRIPTION OF WORK : TENANT IMPROVEMENT FOR AN EXISTING RESTAURANT, ADDING NEW TYPE I HOOD, PLUMBING, AND NEW FINISHING. BUILDING GROSS SQ.FT.: 11,520 SQ.FT. BUILDING NET SQ.FT. : WATER : SEWER/SEPTIC: PARKING: YEAR BUILT: SPRINKLERS: 8,760 SQ.FT. WATER DISTRICT PUBLIC ADEQUATE 1954 No CONSTRUCTION COST: $140,000 OWNER: CONTACT: KHALI TEL : 425.524.5924 EMAIL: qglimaryan@gmail.com LANDLORD: DOUG STAINBERG CONTACT: 206.841.7501 DESIGN TEAM: CATCH DESIGN STUDIO 1405 BOYLSTON AVE. SEATTLE, WA 98122 CONTACT: NOS NARIN TEL: 206.322.4323 E-MAIL: NOS@CATCHSTUDIO.COM ARCHITECT: THAN SUTAN LEGEND BUILDING SECTION WALL OR DETAIL SECTION N BUILDING SECTION NORTH ARROW DETAIL SECTION 1NONDIRECTIONAL) CENTERLINE OD SN' ENN RGED DETAIL REFERENCE 1 POST BOOR PLAN I/C• 1'4 DRAWING LABEL orar ELEVATION TARGET , GRAPHIC SCALE EXTERIOR ELEVATION INTERIOR ELEVATION BREAK LINE ) REVISION CLOUD AND NUMBER a OFFICE 044 ROOM NAME AND ROOM NUMBER ♦101'4 SPOT ELEVATION CEILING TYPECBONG CEILING HEIGHT ALIGN NOTE WINDOW NUMBER COLUMNS GRID AND BUBBLES DOOR NUMBER WALL TYPES OP OPERATORY DBL DOUBLE DEMO DEMOLITION P DEPT DEPARTMENT P PAINT DET DETAIL PNL PANEL DF DRINKINGNFOUNTAIN PORT PORTABLE DIA DIFF DIM DIAMETER DIFFUSER PREFAB PREFABRICATED PLAM PLASTICILAMINATE DIMENSION PLAS PLASTER DISP DISPENSER PLYWD PLYWOOD DIV DIVISION DN DOWN R DR DOOR RAD RADIUS DW DISHWASHER RCP REFLECTEDACEILING DWG DRAWING PLAN DWR DRAWER REF REFRIGERATOR E REQ REINF REQUIRE(D)(MENT) REINFORCE(D) ELEC :ELECTRICAL (ING)(MENT) ENGR ENGINEER(ED) REV REVISION ENTR ;ENTRANCE EQ EQUAL EQUIP EQUIPMENT RM RO RP ROOM ROUGHLOPENING RESINBPANEL EXIST,E(E) EXISTING RR RESTROOM EXPS EXPOSE(D) EXT EXTERIOR S F SCR SCRIBE SECUR SECURITY F FIXED SF SQUARETFEET FAB FABRIC SIM SIMILAR FE FINISHEDIEND SPEC(S) SPECIFICATION(S) FIN FINISH SS SOLIDBSURFACE FPLC FIREPLACE FR STD FIREPRAT(ING)(ED) SE STANDARD STOOL FRMG FRAMING ST STONE FLR FLOOR(ING) STRUCT STRUCTURAL FCIC FURNISHED & INSTALLED BY CONTRACTOR SURF SURFACE SV SITETVERIFY FOTO FURNISHED & INSTALLED BY OWNER SYS SYSTEM(S) SLB FOIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR STN SLAB STAIN FU RN FURNITURE T FS FLOOR SINK TIL TILE FRP FIBERGLASS REINFORCED PLASTIC TBD TO BE DETERMINED G TEX T1 -1K TEXTILE THICK GA GAUGE GL GLASS TI TBL TENANT IMPROVEMENT TABLE GWB GYPSUMEWALL BOARD TRANS TRANSPARENT GYP GYPSUM TYP TYPICAL GR PRINTED GRAPHIC TV TELEVISION H TR TRIM HD HEAD U HDWD HARDWOOD UTIL UTILITY HDWR HARDWARE UNO UNLESS NOTED OTHERWISE HM HOLLOWOMETAL HORIZ HORIZONTAL HR HOUR VAC VACUUM HW HOT WATER VERT VERTICAL HT HEIGHT VFY VERIFY HVAC HEATING,AVENTILATING, VIF VERIFYAIN FIELD ANDTAIR,CONDITIONING VIN VINYL INFO INSUL W INFORMATION W WITH INSULATION WC WATERYCLOSET INT INTERIOR WB WALLIBASE J WD WOOD WH WATERAHEATER JAN JANITOR WOD WASHERCLODRYER K WAO WT KIT +46" WITHOUT WEIGHT KITCHEN WP WEATHER PROOF INDICATES HEIGHT ABOVE FINISHED FLOOR OR ABOVE FINISHED GRADE TO TOP OF DEVICE. S 152nd St YI WON SIK & OK B & 14802 P/N 0041000141 S Petery tl $ S PROPERTY LINE 0 Si $1 Si S2 / 52 $2 $2 $ $ S2 $ S 52 $ $2 S 52 S2 I J I S2 Si Si S2 -4- TWO WAY 52 14818 T — — EXISTING SITE PLAN / TIT I / / / ? / ILE COPY ` / / Pfthnit No. __tY v n< " I 1 / 0 -fan rev'ev arotovaf is subject to errors ano (sseloynsefAcobzoprovaotwovir ct construct:agaeoc:men. ts goes E. Date PROPERTY LINE RE UIR D FOR: PI mbing S 152nd St S 146th St 14822 TUKWILA / INTERNATIONAL BOULEVARD XALWO KISMAAYO S 150th St VICINITY MAP SCALE : N.T.S S 152nd St EXISTING PARKING CALCULATION ADDRESS BUSINESS NAME USE (SF) PARK PARKED AS PARKING/USE PARKING NEEDED 14818 BOLLYWOOD VIDEO RETAIL 1,270 GROCERY 1 / 300 4 HENNA BEAUTY SHOP SERVICE 450 2 OFFICES 3 /1000 2 14820 8.5 23 2 FOOD MARKET JAWS MEXI TAKEOUT DELI 14822 SHABELLE MINI MART AND DELI W/SEATS FOOD MARKET RESTAURANT 375.64 RESTAURANT DINING LOUNGE 134.3 14818 BASEMENT MINI MALL -7 TENANTS RETAIL/SERVCE 1.440 RETAIL 2.5 / 1000 7 14820 BASEMENT FASHION RETAIL 1,572 RETAIL 2.5 / 1030 4 SAID'S PLACE -COFFEE RESTAURANT 440 RESTAURANT 1 / 100 4 14822 BASEMENT GLOBAL MONEY OFFICE 333 OFFICE 3 / 1000 1 ABDI'S PLACE RETAIL 249 RETAIL 2.5 / 1000 1 RETAIL 122 RETAIL 2.5 / 1000 1 BARBER SERVICE 216 OFFICE 3 / 1000 1 ANGLE TOTAL SF 0 TOTAL PARKING NEEDED 37 TOTAL PARKING AVAILABLE 46 UNASSIGNED PARKING 9 EXISTING GRAVEL AREA TO BE REPLACED WITH ASPHALT EXISTING GRAVEL AREA TO BE REPLACED WITH GRASS EXISTING FILTER STRIP AREA NIDTH ST:// / 18) AISLE (D) STALL DEPTH PERPENDICULAR TO AISLE ICI \ CURB LENG11 (E) CURB LENGTH (E) STALL WIDTH OR DEPTH IB OR C1 AISLE OR STREET ANGLED PARKING UNIT WIDTH PARALLEL PARKING NOTE : THE DESTINATION OF PARKING AS INDICATED ON THIS PLAN IS INTENDED AS REFERENCES ONLY. STALLS SHALL NOT BE LABELED WITH SPECIFC BUSINESS NAMES. LETERING IN STALLS IS FOR REFERENCE ONLY. DO NOT PAINT. NOTE : BOUNDARY AND TOPOGRAPHY ARE BASED ON MAPPING PROVIDED TO PRA AND OBSERVATIONS MADE t_i 4.1. c)" IN THE FIELD. THE INFORMATION SHOWN DOES NOT TAKEN FROM KING COUNTY GIS. CONSTITUTE A FIELD SURVEY BY E3RA. TOPOGRAPHY EXISTING ASPHALT PAVEMENT SURFACING EXISTING GRAVEL SURFACING EXISTING VEGETATED AREAS WAIVIE DESIGN STUDIO 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL. 206.322.4323 FAX. 206.322.9177 WWW.CATCHSTUDIO.COM ARCHITECT: 6192 REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON PROJECT TITLE: XALWO KISMAAYO 14822 Tukwila International Blvd Tukwila, WA 98168 REViSkONS WOfic ' at the TufwgiIa SHEET TITLE: PROJECT STATISTICS VICINITY MAP SITE PLAN REVISIONS: CODE LAITPLIANCE A ROVED JA 18 zog City f Tukwila TOTAL :44 PERCENTAGE COMPACT : 456 CORFIIQTON LTIlit RECEIVED CITY OF TUKWILA JAN 1 0 2019 PERMIT CENTER CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: DATE: 01/04/19 SHEET# A BCE NO OF STARS (HANDICAP) 90 11 20 H I P 0 8.5 8.5 23 2 TOTAL :44 PERCENTAGE COMPACT : 456 CORFIIQTON LTIlit RECEIVED CITY OF TUKWILA JAN 1 0 2019 PERMIT CENTER CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: DATE: 01/04/19 SHEET# YI WON SIK & OK B & 14802 P/N 0041000141 fR,OPERTY LINE S1 S1 Si 1---- 25' - S2 S 14818 PROPERTY LINE PROPOSED SITE PLAN SCALE : 1/20" = 1'-0" a a ADA PARKING SIGN a a $ TWO WAY S2 S2 S2 S2 S2 S2 S2 TOOL SHED S2 27' / / / / / / / / / / / / // a PROPERTY LINE 17" MIN. r% UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING r� DISTINGUISHING PLACARDS OR SPECIAL LICENCE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE TOWED VEHICLES WILL BE RECLAIMED AT (ADDRESS) OR BY TELEPHONING (TELEPHONE NUMBER) A LETTERING ON SIGN MUST BE A MINIMUM OF 1" IN. HEIGHT a APPROPRIATE INFORMATION MUST BE INCLUDED ON SIGN (MINIMUM OF 1" IN. HEIGHT) 'J a / / / t / / / 0 / 173 —I r A--- — Z 1 M 1 z/ / a 1/7' RADIUS BLUE WHITE REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN STEEL WITH BEADED TEXT OR EQUAL a i 1 RESERVED FOR PERSONS wro1SABILITIES 1) 36" r PROPOSED PARKING CALCULATION ADDRESS BUSINESS NAME USE (SF) PARK PARKED AS PARKING/USE PARKING NEEDED 14818 BOLLYWOOD VIDEO RETAIL 1,270 GROCERY 1 /300 4 HENNA BEAUTY SHOP SERVICE 450 2 OFFICES 3 / 1000 2 14820 JAWS MEXIMART MINIMART 1,343 MOR Df 1 /300 5 JAWS MEXI TAKEOUT 8.5 7 \r �/' /10� T 0 V ` � , 1r 14822 XALWO KISMAAYO RESTAURANT 558 RESTAURANT 1 /100 6 KITCHEN I/ I EMPLOYEE 3 BASEMENTt SNI MALL- NANTS R AIL/S ' C ,440 RETAIL 2, /1'.' 7 14820 BASEMENT GROCERY/HOME FASHION RETAIL 1,572 RETAIL 2.5/1000 4 SAID'S PLACE -COFFEE RESTAURANT 440 RESTAURANT 1 / 100 4 14822 BASEMENT GLOBAL MONEY OFFICE 333 OFFICE 3 / 1000 1 ABDI'S PLACE RETAIL 249 RETAIL 2.5 / 1000 1 _ RETAIL 122 RETAIL 25/1000 1 BARBER SERVICE 216 OFFICE 3 / 1000 I W W 4' TOTAL SF 0 TOTAL PARKING NEEDED 39 TOTAL PARKING AVAILABLE 46 UNASSIGNED PARKING 7 EXISTING GRAVEL AREA TO BE REPLACED WITH ASPHALT EXISTING GRAVEL AREA TO BE REPLACED WITH GRASS EXISTING FILTER STRIP AREA ARKING ANGLE (A) STALL WIDTH (B) AISLE (D) STALL DEPTH PERPENDICULAR TO AISLE (C) ANGLED PARKING CURB LENGTH (E) PARALLEL PARKING k CURB LENGTH (E) STALL WIDTH OR DEPTH (B OR C) AISLE OR STREET Accessible Spaces 44" min. width paved walkway to building entrance. Sign with international symbol of access, 80" min. to bottom of sign. 'Van Accessible" sign below international symbol at all van stalls. International symbol of access painted on paving (recommended but not required) Firm, stable (paved) surface sloping not more than 1:48 Walkway stripes painted on surface to discourage parking violations. Vertical clearance for vans is 98" min. EXISTING ASPHALT PAVEMENT SURFACING EXISTING GRAVEL SURFACING EXISTING VEGETATED AREAS TOTAL: 46 PERCENTAGE COMPACT : 4% NOTE : THE DESTINATION OF PARKING AS INDICATED ON THIS PLAN IS INTENDED AS REFERENCES ONLY. STALLS SHALL NOT BE LABELED WITH SPECIFIC BUSINESS NAMES. LETTERING IN STALLS IS FOR REFERENCE ONLY. DO NOT PAINT. NOTE : BOUNDARY AND TOPOGRAPHY ARE BASED ON MAPPING PROVIDED TO E3RA AND OBSERVATIONS MADE IN THE FIELD. THE INFORMATION SHOWN DOES NOT CONSTITUTE A FIELD SURVEY BY E3RA. TOPOGRAPHY TAKEN FROM KING COUNTY GIS. NOTE: See Page 2 for detectable wanings. T 8'-0" min. Van space Plan View 111111 I I am: I I 1 k 8' -Van Standard 1. 5,A" 8'-0" min. Flared sides 1:10 max. slope ()SIDEWALK RAMP Flawed sides 1:12 mat. slope ()ALTERNATE RAMP FOR EXISTING WALKWAY ONLY mbol - Sign white sy blur and letters on background International symbol of access "State Disabled Parking Permit Required" 'Van Accessible" see site plan for location Install one sign at head of each designated accessible parking stall ®REQUIRED SIGNAGE N. Full length of parking space WA4C�G N S T U D I O 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL. 206.322 4323 FAX. 206.3223177 E-MAIL:INFO@CATCHSTU DIO.COM W W W.CATCHSTUDIO.COM ARCHITECT: 8192N REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON PROJECT TITLE: XALWO KISMAAYO 14822 Tukwila International Blvd Tukwila, WA 98168 SHEET TITLE: PROPOSED SITE PLAN REVISIONS: RE /IEw c FOR CODE COMPLIANCE APPROVED JAN 1 >' 2119 City of Tukwila I BUILDING DIVISION] CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: RECEIVED CITY OF TUKWIL-A JAN 102019 'EFliv1IT CttvIEH DATE: 01/04/19 SHEET# AS1 A BCE NO OF STALLS C3 (COMPACT) 0 8.5 8.5 20 2 (HANDICAP) 90 11 20 11 1 P 0 8.5 8.5 23 2 S 90 8.5 19 8.5 16 51 90 9.5 19 9.5 5 52 90 9.0 19 2.5 12 53 60 8.5 21 11 8 TOTAL: 46 PERCENTAGE COMPACT : 4% NOTE : THE DESTINATION OF PARKING AS INDICATED ON THIS PLAN IS INTENDED AS REFERENCES ONLY. STALLS SHALL NOT BE LABELED WITH SPECIFIC BUSINESS NAMES. LETTERING IN STALLS IS FOR REFERENCE ONLY. DO NOT PAINT. NOTE : BOUNDARY AND TOPOGRAPHY ARE BASED ON MAPPING PROVIDED TO E3RA AND OBSERVATIONS MADE IN THE FIELD. THE INFORMATION SHOWN DOES NOT CONSTITUTE A FIELD SURVEY BY E3RA. TOPOGRAPHY TAKEN FROM KING COUNTY GIS. NOTE: See Page 2 for detectable wanings. T 8'-0" min. Van space Plan View 111111 I I am: I I 1 k 8' -Van Standard 1. 5,A" 8'-0" min. Flared sides 1:10 max. slope ()SIDEWALK RAMP Flawed sides 1:12 mat. slope ()ALTERNATE RAMP FOR EXISTING WALKWAY ONLY mbol - Sign white sy blur and letters on background International symbol of access "State Disabled Parking Permit Required" 'Van Accessible" see site plan for location Install one sign at head of each designated accessible parking stall ®REQUIRED SIGNAGE N. Full length of parking space WA4C�G N S T U D I O 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL. 206.322 4323 FAX. 206.3223177 E-MAIL:INFO@CATCHSTU DIO.COM W W W.CATCHSTUDIO.COM ARCHITECT: 8192N REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON PROJECT TITLE: XALWO KISMAAYO 14822 Tukwila International Blvd Tukwila, WA 98168 SHEET TITLE: PROPOSED SITE PLAN REVISIONS: RE /IEw c FOR CODE COMPLIANCE APPROVED JAN 1 >' 2119 City of Tukwila I BUILDING DIVISION] CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: RECEIVED CITY OF TUKWIL-A JAN 102019 'EFliv1IT CttvIEH DATE: 01/04/19 SHEET# AS1 e 11' 6 REACH -IN 6 FREEZER MEAT SINK COMP. SIN WORK TABLE 30'x60" 48" A.F.F. BARRIC8E 1 COMP. SINK VEG SINK NK 26 HWT 24,x„ 10'-8" ■ "W,Ni <11)(iP 1 OI►\/IL\/11\ rS GRIDDLE R V WORKTABLE 30'x60' CLEAN TABLE 36" WALK IN COOLER 6'x7' I R nut His I Ilii ill lltl11111 1 illi I,iliil InI F 24) 24 ELECTRICS' PANEL 4' 18'-1" DISH WASHE V M GREASE INTERCEPTOR OVEN 36 ••. .- • SW COOLER EXISTING STAIRS 31-911 71 7'-1' PREP/KITCHEN 51131.130 • 3 OCpRAN13 WOMEN'S RESTROOM l 003 3' J• WORK TABLE 30"x60' DRY STORAGE • IC IN 11tif 12 ICE MAKER N)FS POI 2'A" 6' 9' MEN'S RESTROOM SERVICE AREA 1908AJ300 •1 OCCUPANB 7-4' J• 3' J, EMERGENCY EGRESS PATH MIN. 44" WIDE 4'-1" 43' <8 POS 52-11 H EMERGENCY EGRESS PATH MIN. 44" WIDE F L DIN NG AREA 1 630SSJIS TOTAL 36 OCCUPANTS 1 EMERGENCY EGRESS PATH MIN. 44" WIDE 6,-1" 9,$" 1 4853d' • • 4 DUSTING STOREFRONT WINDOWS & WALLS TO REMAIN, TYP. A SIGN THAT READS 'THIS DOOR TO REMAIN • UNLOCKED WHEN 'f BUILDING IS OCCUPIED". INSTALL ACCESSIBLE 7 EXIT SIGN. 48'x30' 7 FLOOR PLAN SCALE : 1/4' = 1'- 0" OCCUPANCY LOAD: FLOOR AREA: 1,715 S.F. ROOM NAME FLOOR AREA OCCUPANT LOAD FACTOR OCCUPANT LOAD 1. DINING AREA 1 2. SERVICE AREA 3. PREP AREA, KITCHEN 558 S.F. 190 S.F. 511 S.F. 15 (NET) 200 GROSS 200 GROSS DINING (SERVICE) (KITCHEN) 37 1 3 TOTAL OCCUPANT LOAD: 41 OCCUPANTS TOTAL 36 SEATS LEGEND: EXISTING WALL NEW INTERIOR WALL 6" NEW PARTITION 36' NEW FULL HIGH WALL 8" (E) EXISTING ! �I FS FLOOR SINK OFD FLOOR DRAIN EQUIPMENT # SCHEDULE Z C SUPPLIER y Z Q DESCRIPTION MANUFACTURER MODEL NUMBER DIMENSIONS (L.XD.XH.) ELECTRICAL PLUMBING GAS NOTES NEW OWNER EXISTINGI UVM 162 HP VOLTS NON -SLIP CERAMIC TILE 2 • LOH COLD WASTE CONN. T -BAR CEILING 1 4" RUBBER BASE GRANITE SOLID CORE WOOD 1 OVEN 36" 4, 10, 14 004 3'-0" 7-0" 2"- SOLID CORE WOOD C (NEW) INTERIOR DOOR POSTED MEN'S RESTROOM 4, 10, 14 005 3'-0" 7-0" 2"- 2 D (NEW) INTERIOR DOOR POSTED KITCHEN/PREP 4, 10, 14 1 GRIDDLE VULCAN #36C -360N 136x34x58) 95,000 3 1 6BURNERS GARLAND #G36 -6C (36x38x57) 236.000 4 4 1 DEEP FRYER AVANTCO#FF300 (18x21x24) 26000 180,000 5 3 WORK TABLE 30'5(60" REGENCY #600T3060G 30" x 60" 6 1 REACH -IN FREEZER TRUE #T -49F -HC 1104 9.6 115 NEMA 5-15P 7 ` 1 1 COMP. SINK (RIGHT) ADVANCE TABCO #FC -1-1818-18R (38x24x18) INDIRECT DRAIN 8 1 1 COMP. SINK (LEFT) ADVANCE TABCO #FC -1-1818-18L (38x24x18) INDIRECT DRAIN 9 2 MOUNTED HAND SINK ADVANCE TABCO ' 1 DIRECT DRAIN 10 1 SANDWICH COOLERR 115 NEMA 5-15P 11 • 1 1 INDIRECT DRAIN 12 •-MATIC #B55 -SLOPE FRONTINDIRECT DRAIN 13 1 INDIRECT DRAIN 14 2 RICE COOKER• / 60CUP 1,750 18 INDIRECT DRAIN 15 1 D'•' • DIRECT DRAIN 16 GLASS D•REFRIGER•••. 115 17 2 HOT••. ' 1 / 18 1/2" 1/2" 2" INDIRECT DRAIN 18 1 POS. • . 1 .. (951 DIRECT DRAIN 19 1 CLEAN TABLE 36" (LEFT) ADVANCE TABCO . 1 1 1,750 18120 20 1 DISHWASHER AUTO -CHLOR StiL. • .DIRECT DRAIN 22 1 GREASE INTERCEPTOR 23 1 MOPSINK: • / DIRECT DRAIN 24 2 WIRE SHELVING ADVANCE• 111 25 1 WALK IN COOLER•• • . LOCKER: 26 1 HOT1 GAL RHEEM #XG75TO6ST76U0 75 Gal.76,000 27 k0.I•• 1 CLASS I HOOD 17 ---------- 28 1 COFFEE MAKER BUNN #VPR-BLACK 33200 1320 13 120 29 1 SOUP WARMAR AVANTCO #W5017'x20" 1200 120 587,000 TOTAL BTU a SPECIFIED MAX. ON ALL SIGNS SEE Al, ON FLOOR PLAN MAXIMUM OCCUPANCY NOT TO EXCEED PERSONS ASSEMBLY OCCUPANCY WITHIN THE BUILDING SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE OCCUPANCY LOAD SIGN SCALE : N.T.S. TYP. INTERIOR WALL ASSEMBLY: 3 5/8" METAL STUDS at, 16" O.C. WITH 5/8" TYPE X GYP. BD. ON BOTH SIDES -TAPED, SANDE SMOOTH, PAINT GRADE FINISH (TYP.) SILL TRACK SECURE TO EXISTING „ CONCRETE SLAB W/ 1/4"0x1" SPLIT CONCRETE EXPANSION ANCHORS 016" O.C.& WITHIN 6" OF EN RUBBER COVE BASE 4 4 ' TOP/W 3/4" FINISH WOOD COVING OISTURE RESISTANT 5/8' GREEN BOARD E/S AT WET AND MOISTURE AREAS EXISTING CONC. FLOOR SLAB FINISH FLOOR AS SPECIFIED TYP. NEW INTERIOR PARTITION WALL SCALE : N.T.S. NOTE: IBC 1013.4, "RAISED CHARACTER AND BRAILLE EXIT SIGNS" "A SIGN STATING EXIT IN VISUAL CHARACTERS, RAISED CHARACTERS, AND BRAILLE, AND COMPLYING WITH ICC Al 17.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN AREA OF REFUGE, AN EXTERIOR AREA FOR ASSISTED RESCUE, AN EXIT STAIRWAY OR RAMP, AN EXIT PASSAGEWAY, AND THE EXIT DISCHARGE. RAISED CHARACTER AND BRAILLE EXIT SIGNS SCALE : N.T.S. CONT. 20 GA. TOP TRACK SUSPENDED T -BAR CEILING WHERE OCCURS. SEE REFLECTED CEILING PLAN. TYP. INTERIOR WALL ASSEMBLY: 4" METAL STUDS Q 16" O.C. WITH 5/8" TYPE X GYP. BD. ON BOTH SIDES -TAPED, SANDED SMOOTH, PAINT GRADE FINISH (TYP.) FLOOR TRACK TO BE ANCHORED TO XISTING CONC. SLAB W/ POWER DRIVEN FASTENERS AT 16" O.C. (TYP.) RUBBER COVE BASE I ATTACH TO EXISTING BUILDING STRUCTURE TO MATCH EXISTING. PROVIDE 45 ° DIAG. BRACING @ THE TOP AlMAX. 8'-0"O.C. MOISTURE RESISTANT GREEN BOARD E/S AT WET AND MOISTURE AREAS 4 EXISTING CONC. FLOOR SLAB FINISH FLOOR AS SPECIFIED OTYP. NEW INTERIOR FULL WALL DETAIL SCALE : N.T.S. ROOM FINISH SCHEDULE # ROOM WALL CEILING FLOOR COVED BASE COUNTER 1 MAIN DINNING AREA GYPSUM WALLBOARD/PAINT T -BAR CEILING WOOD LAMINATE FLOOR 4" TILE BASE STAINLESS 2 PREP AREA/KITCHEN WATER RESISTANT GWB BEHIND PLUMBING FIXTURES 8' FRP AROUND WALLS TYP. T -BAR CEILING NON -SLIP CERAMIC TILE 6" TILE BASE STAINLESS 3 RESTROOM WALL TILE T -BAR CEILING CERAMIC TILE 4" RUBBER BASE GRANITE DOOR SCHEDULE DR# WIDTH HT. THK. DOOR MAT/FIN. DOOR TYPE REMARKS HARDWARE GROUP KEY NOTES 001 3'-0" 8'-0" 7- ALUM. FRAME/W GLAZING A* (NEW) EXTERIOR DOOR 1, 3, 5, 9, 11, 12, 13 002 3'-0" 7-0" 2"- ALUM. DOOR B (NEW) EXTERIOR DOOR 1, 10, 11, 12, 13 003 3'-O" 7'-0" 2"- SOLID CORE WOOD C (NEW) INTERIOR DOOR POSTED WOMEN'S RESTROOM 4, 10, 14 004 3'-0" 7-0" 2"- SOLID CORE WOOD C (NEW) INTERIOR DOOR POSTED MEN'S RESTROOM 4, 10, 14 005 3'-0" 7-0" 2"- VINYL SWING DOOR D (NEW) INTERIOR DOOR POSTED KITCHEN/PREP 4, 10, 14 * THIS DOOR SHALL HAVE A SIGN THAT READS 'THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" 1) ALL DOORS REQUIRED FOR ADA COMPLIANCE TO BE FITTED W/ APPROVED LEVER -TYPE HARDWARE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. 2) MAX.1 /2" THRESHOLD A.F.F. HARDWARE GROUP KEY NOTES 1. PANIC HARDWARE 2. PUSH BAR 3. EXTERIOR PULL HANDLE 4. INTERIOR PULL HANDLE AND PUSH PLATE 5. COMMERCIAL UNLOCKED INDICATOR 6. PRIVACY, LEVER OPERATED HARDWARE 7. KEYED LOCKSET (SECURITY) 8. RIM CYLINDER LOCK 9. 9. CLOSER 10. KICK PLATE 11. WEATHER STRIP 12. THRESHOLD 13. TOP & BOTTOM PIVOT 14. HINGE DOOR NOTES 1. FINISH ALL WOOD DOOR/ WITH CLEAR COAT SUITABLE FOR EXTERIOR USE 2. DOORS WITHIN THE PATH OF TRAVEL FOR HANDICAPPED TO BE OPENABLE WITH A SINGLE EFFORT BY LEVER, PANIC BAR OR PUSH/PULL HARDWARE. 3. EXIT DOORS TO BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 4, DOOR CLOSERS TO BE ADJUSTED TO PROVIDE FOR A MAXIMUM EFFORT TO OPERATE OF 15 LBF. 5. THRESHOLDS SHALL NOT EXCEED 1/2' IN HEIGHT 6. BOTH SIDES OF DOORS SHALL BE FINISHED THE SAME, UNLESS OTHERWISE NOTED 7. ALL LEGAL EXITS SHALL BE PROVIDED WITH SELF-ILLUM EXT SIGNS HAVING 6" LETTERS WITH 3/4' STROKES IN CONTRASTING COLORS. 8. HARDWARE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER HARDWARE INCLUDING BACKSETS, STRIKES, ETC. 9. THE OPENING FORCE FOR ACCESSIBLE EXTERIOR DOORS SHALL NOT EXCEED 8 1/2 POUNDS FORCE. SEALANT FIRESTOP TO FINISH FLOOR GWB OR FINISH MATERIAL PER PLAN ACOUSTICAL INSULATION WHERE INDICATED ON PLANS BASE PER PLAN RAMSET SHOT PINS ®7-0" O.C. (1.125" DEEP PENETRATION, MIN. SHANK DIAMETER TO BE 0.140'), TYP. 25 GAUGE UNPUNCHED CONTINUOUS TRACK CERAMIC FLOOR COVE BASE TILE SCALE : N.T.S. 1^14100 DESIGN STUDIO 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL:INFO@CATCHSTU DIO.COM WWW.CATCHSTUDIO.COM ARCHITECT: 6192N REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON PROJECT TITLE: XALWO KISMAAYO 14822 Tukwila International Blvd Tukwila, WA 98168 SHEET TITLE: FLOOR PLAN EQUIPMENT SCHEDULE, DETAIL NOTES FOR HEALTH DEPARTMENT: NOTE: ALL GLAZED DOORS TO HAVE .60 U -VALUES AND A5 SHGC VALUES NO CHANGE ON EXTERIOR WINDOWS SHELVING: REFRIGERATORS: STAINLESS STEEL STEEL SHELVES; DRY STORAGE: LAMINATE/ WOOD; DRYING RACK: STAINLESS STEEL; CHEMICALS SHELVING: WIRED RACK ALL PAINT IN KITCHEN, PREP. AREA, AND SCULLERY AREA IS SEMI -GLOSS. THERE'RE NO UNNECESSARILY EXPOSED UTILITIES. BE ADVISED THAT THE NEW WASHINGTON STATE FOOD CODE REQUIRED COMMERCIAL REFRIGERATION TO HOLD FOOD AT 41 DEGREES FAHRENHEIT OR BELOW (DOWN FROM 45 DEGREES) FULL HEIGHT STAINLESS STEEL PANEL WALL BEHIND COOKING LINE, TYP. 4-0" HEIGHT FRP PANELS AROUND KITCHEN WALL TYP. EXHAUST HOOD SYSTEM & FIRE SUPPRESSION SYSTEM BY OTHERS 5% OF THE SEATING SHALL BE ACCESSIBLE AND DISPERSED THROUGHOUT THE DINING AREA. SHOW FOR ACCESSIBLE SEATING SPACES ASSEMBLY OCCUPANCY WITHIN THE BUILDING SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE PLUMBING NOTE: PLEASE NOTE THAT THE FOLLOWING FIXTURES MUST DISCHARGE INTO THE GREASE INTERCEPTOR - KITCHEN FLOOR DRAINS DISHWASHER - 3 COMPARTMENT SINK MOP SINK - DUMP SINK MEAT SINK REVISIONS: rF2:vIEVt%L) Rift ,---, CODE COMPLIANCE I APPROVED I JAN 18 2019 I L City of Tukwila BUILDING -DIVISION CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: RECEIVED CITY OF TUKWILA JAN 1 0 2019 PERMIT CENTER DATE: 01/04/19 SHEET# Al • EGRESS ILLUMINATING \LIGHT 8K -UP REFLECTED CEILING PLAN BATTERY/ SCALE : 1/4" = 11- 0 LIGHTING FIXTURE SCHEDULE 25' 3' 43' BATTERY, TYP. SYM. NO. FIXTURE 11' MANUFACTURE MODEL NO. WATTS LAMP '(t' 1) P1 11' 7-6" 991-6" 3 POSSINI EURO MUCCI 30 LED 929 "(t<:1) P1 PENDANT LIGHT S POSSINI EURO MUCCI 35 LED 366 Dining: Cafeteria/fast food RESTROOM F1 FLUORESCENT FIXTURE (KITCHEN) 8 3 -LIGHT WHITE MULTI -VOLT FLUORESCENT 32 MIN 9 R% R RECESSED LIGHT 21 6 IN. WHITE RECESSED 25 LED (120CFM) DINING AREA EMERGENCY LIGHT A EXHAUST FAN (120CFM) 2 9 12OCFM • 0. El EXIT LIGHT 2 EXIT LIGHT 5 BATTERY BACKUP IMIU E2 EMERGENCY LIGHT 4 EMERGENCY LIGHT 5 BATTERY BACKUP slop (( ked 'i T -BAR FILING Int 41 7 -10' A.F.F. - CLASS I HOOD 7 / — iti) % % :MMI - \ '41 T -BAR CEILING 1 • 7' - 1 O' A.F.F. EGR S ILLUMINATING UGH W/BACK-UP _ ((q; BATT RY, TYP. B's" 11- I �� :' moo MO . ups, 5350. %foto Mutt • • SENSOR 11 _ (120CFM) Mal FULL I+4r) FULL 1120CFM l(,•0 t CONwOSSN RR'•" & CONTR•LSIN RESTRO"MSd OFRCE. ;X oric / T -BAR CEILI G f T -BAR CEILING TSAR CEIUNG b. I 17 7'- 10" A.F.F 7'-10" A.F.F ) % 7'- 10" A.F.F. x `o it /' — • — 8' 9'-7" 53'S" EGRESS ILLUMINATING EGR ILLUMINATING 71' LIGHT W/BACK-UP \LIGHT 8K -UP REFLECTED CEILING PLAN BATTERY/ SCALE : 1/4" = 11- 0 LIGHTING FIXTURE SCHEDULE SYMBOL SYM. NO. FIXTURE QTY MANUFACTURE MODEL NO. WATTS LAMP '(t' 1) P1 PENDANT LIGHT 3 POSSINI EURO MUCCI 30 LED 929 "(t<:1) P1 PENDANT LIGHT S POSSINI EURO MUCCI 35 LED 366 Dining: Cafeteria/fast food RESTROOM F1 FLUORESCENT FIXTURE (KITCHEN) 8 3 -LIGHT WHITE MULTI -VOLT FLUORESCENT 32 FLUORESCENT 9 R% R RECESSED LIGHT 21 6 IN. WHITE RECESSED 25 LED (120CFM) DINING AREA EMERGENCY LIGHT A EXHAUST FAN (120CFM) 2 9 12OCFM • 0. El EXIT LIGHT 2 EXIT LIGHT 5 BATTERY BACKUP IMIU E2 EMERGENCY LIGHT 4 EMERGENCY LIGHT 5 BATTERY BACKUP @I WALL SWITCH (+48") E @I WALL SWITCH W/OCCUPANCY MOTION SENSOR (+48") USE FULL AUTOMATIC ON CONTROLS IN RESTROOMS & OFFICE. o WALL SWITCH WITH DIMMER (+48") I - @I WALL SWITCH WITH TIMER (+48") Dining: People outdoor airflow rate in breathing zone, Rp CFM/Person = 7.5 airflow rate in breathing zone, Ra CFM/sq.FT a = .18 rate CFM/sq.FT a = NA outdoor airflow rate in breathing zone, Rp CFM/Person = na airflow rate in breathing zone, Ra CFM/sq.FT a =na rate CFM/sq.FT a = 25/50f outdoor airflow rate in breathing zone, Rp CFM/Person = no airflow rate in breathing zone, Ra CFM/sq.FT a = no rate CFM/sq.FT a = .7 outdoor airflow rate in breathing zone, Rp CFM/Person = na airflow rate In breathing zone, Ra CFM/sq.FT a = .12 rate CFM/sq.FT a = na Area outdoor Exhaust airflow Restroom: People Area outdoor Exhaust airflow Kitchen: People Area outdoor Exhaust airflow Storage: People Area outdoor Exhaust airflow \ BATTERY, TYP. Interior Lighting - Building Area Method LTG -INT -BLD 2015 Washington State Energy Code Complance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all RI Revised August 2016 Project Title: Xalwo Klsmaayo Date 10/19/2018 Calculation Area NOTES O O Addition - O Addition alone + existing O Spaces where < 50% of n Spaces where a 50% of a luminaires are replaced luminaires are replaced Far Building Department Use LPA Calculation Type 0 Standard 0 Additional Efficiency Package Option O C406.3 Reduced Interior Lighting Power To comply with C406.3, the Proposed LPD shaft be 25% rower than the Target LPA. Refer to 0406.3 for additionalrequdetrents. Maximum Allowed Lighting WattaRamon Building Area Location (plan #, room #. or ALL) Area Description Gross Interior Area In ft2 Mowed Watts per ft2 Watts Allowed (watts/ft2 x area) Dining: Cafeteria/fast food DINING AREA 35 929 0.'2 669 Dining: Cafeteria/fast food KITCHEN, PREP AREA 32 511 0.72 366 Dining: Cafeteria/fast food RESTROOM 25 109 0.72 ,'9 Taal1-- 2 9 Proposed Lighting Wattage Building Area Location (plan #, room #) Fixture Description NOT -2,'' `, S Number of Fixtures Watts per Fixture NO' a Watts Proposed Dining: Cafeteria/fast food DINING AREA PANDANTLIGHT1 3 30 90 Dining. Cafeteria/ast food DINING AREA PANDANT LIGHT 2 5 35 175 Dining: Cafetenaffast food KITCHEN, PREP AREA FLUORESCENT FIXTURE 6 32 256 Dining: Cafeteria/fast food DINING AREA RECESSED LIGHT 21 25 525 Dining: Cafeteria/fast food RESTROOM EXHAUST FAN (120CFM) 2 9 18 Dining. Cafeteria/fast food DINING AREA EXIT LIGHT 2 5 10 Dining. Cafeteria/fast food DINING AREA EMERGENCY LIGHT 5 20 Compliance by Building Area NOTE; Building Area Warnings Total Mowed Watts Total Proposed Watts Interior Lighting Power Allowance Dining: Cafeteria/fast food 1116 1094 COMPLIES • N 12 GA. MIN. HANGER WIRE 048" O.C. MAX. & W/1 8" OF CEILING OR WALL DISCONTINUITY; PROVIDE ADD'L WIRE W/1 3" OF EA. CORNER OF EA. FIXTURE. PROVIDE (2) ADD'L WIRES TO OPPOSITE CORNERS OF FIXTURE (MAY BE SLACK). PARALLELMAIN RUNNER;NER:12 GA. WIRE TYP. 45'MAX.,TYP. ISOMETRIC VIEW STRUCTURE ANALYSIS OF SUSPENDED CEILING IS DEFERRED SUBMITTAL NOTE: LIGHTS & MECH. GRILLS SHALL BE MECH. FASTENED TO GRID. SECTION 1. SUSPENDED CEILNG SHALL BE DESIGNED TO MEET THE FORCE LEVEL AS PER 13.5.6.1 AND THE REQUIREMENTS FOR SDC "D" AS PER 13.5.6.2.2. (THE REQUIRED 2" PERIMETER CLOSURE ANGLE) ATTACH TO WALL ANGLE® TWO ADJACENT SIDES \ r NOTE: ATTACH GRID BRACING ASSEMBLY @12' O.C. MAX. START FIELD 4'-0" FROM PERIMETER DEMISING WALL STEEL STUD COMPRESSION POST OR ROD, OR OMIT PER NWCB SUSPENDED CEIUNGS 401 60477 NOTCH AS REQ'D FOR CEILING PANEL 45`. STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMATER COMPONENTS X.,TYP. 12 GA. HANGER WIRE PARALLER TO CROSS TEE, ANCHORED TO MAIN RUNNER PERIMETER WIRE ±10°FROM VERTICAL FROM SPREADING APART. AX. 8 2X2 ANGLE MOLDING SIDE VIEW @ WALL (E)CEIUNG STRUCTURE SECTION #12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE OR TO THE WALL ABOVE THE CEILING STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING ARART. ft 2' - CEILING GRID DETAIL SCALE : N.T.S. HEAVY DUTY MAIN TEE & CROSS TEES ALTERNATE RUN SAFETY CABLE OUT SIDE STEM AND ATTACH TO CEILING JOIST WITH A LAG SCREW OR CONCRETE SLAP WITH EXPANSION ANCHOR BOLT TO FIXTURE CHECK FOR POTENTIAL IMPACT IF SWING OF FIXTURE CAN CAUSE CONTACT WITH OTHER ITEMS, PROVIDE DIAGONAL WIRES OR BRACING TO RESTRAIN MOVEMENT (E)CEILING STRUCTURE 3/8"-7x 1-1/2" GRADE A ZINC FINISH HEX HEAD LAG SCREW TO C; ING STRUCTURAL MUST BE FRE TO ROTATE #9 GAUGE WIRE SUPPORT MINIMUM OR SLACK SAFETY CABLE HOLLOW FIXTURE PIPING (DO NOT USE RIGID CONDUIT FOR ATTACHMENT) EYEBOLT (SE BELOW) PENDANT LIGHT FIXTURE #9 GAUGE HANGER, MINIMUM EYEBOLT TO HOUSING REVIEVi .U) FUR CODE. COMPLIANCE APPROVED PLAN VIEW PENDANT LIGHT FIXTURE SCALE : N.T.S. #10 SELF TAPPING SCREW (POSTE VE ATTACHMENT TO CEILING FRID TO RESIST 100% WEGHT IN ANY DIRECTION; PROVIDE 2 EACH SIDE) CEILING CHANNEL (MAIN RUNNER OR SUPPLEMENTARY FRAMING SUPPORTED BY MAIN RUNNERS LOCATED WITHIN ET' EACH SIDE OF FIXTURE) 12 GAUGE W IRE4 TIGH TURNS IN 1 ", TYPICAL JAN 18 9 City of Tukwila ILDING DIVISION 3/8"-7 X 1-1/7' GRAD A ZINC FINISH HEX HEAD LAG SCREW WITH TIE -WIRE HEAD OR SE FIGURE ATTACHMENT TO STRUCTURE 2 SLACK #12 SAFETY WIRES AT DIAGONALLY OPPOSITE CORNERS OR 4 TAUT WIRES 1e' 0 THREADED EYEHOOK ALTERNATIVELY, CONNECT WIRE TO HANGER TAB INTEGRAL WITH HOUSING LIGHT FIXTURE HOUSING TRIM GYP. CEILING WAIVIEDO DESIGN STUDIO 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL. 206,322.4323 FAX. 206,322.9177 E -MAI L:INFOQCATCHSTU DI O.COM W W W.CATCHSTUDIO.COM ARCHITECT: 6192N REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON PROJECT TITLE: XALWO KISMAAYO 14822 Tukwila International Blvd Tukwila, WA 98168 SHEET TITLE: REFLECTED CEILING PLAN DETAIL REVISIONS: CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: RECEIVED CITY OF TUKWILA JAN 102019 PtHivlIT CENT ER DATE: 01/04/19 SHEET# CFLUORESCENT LIGHT FIXTURE IN pier0314. A2 SUSPENDED CEILING SCALE : N.T.S. &5'> WALK IN COOLER 6'x7 ELECTRICAL INFORMATION : BRAND : NORLAKE EXTERIOR SIZE : 6' X 7 TYPE : COLD AND PLUG SYSTEM :208-230/60/1 TOTAL AMPS : 7.7 NEMA PLUG : 6-20P 71' 24'-4" 11'-1" 1131-8e CTa I REAC4 FREEZER 26 HWT 25 "+ 5 WY.%K TA3LE 30'x6 8 WALK IN COOLER GFCI +18 FD 1'-4'", GRIDDLE OVEN 36' 36' 2 HS MOP 23 SINK 9 HS. CLASS I HOOD 12 3Y OTHER 2/ 5 wO-. TABLE 3( x68. CLEAN TAKE 36'I [AS 10 GFCI DW COOLER +18 19 M 1 GREASE NTERCEPTGR 22 3,-p, • WORK TABLE 30'x60" di„GFCI ,,IIhGFCI W+42 YY+42 7-1" GFCI +42 DRY STORAGE CE &N TG)1 12 • CE (gLt11KER 18 ''':= reES-Q00%; GFCI +18 /1,-4„/ 2,48" GFCI .1(e CE ,4-2 14 +42 GFCI GFCI 14' 42;7'.29 G .aa G ! oV/ F 2 � 28 +19 GFC14 ce O oa 'A �U a�-e se rrF FD 6' , 2 ,1'-4", m1B 8L a h 0 17 I8 GFCI6 lam '4" / 6'-1" G 18 GFCI +18 52-I1" 2-8" 493:30 46 N ELECTRICAL PLAN SCALE: 1/4"= 1'-0" NOTES; LIGHTS IN WALK-IN COOLERS, WALK-IN FREEZERS, REFRIGERATED WAREHOUSE COOLERS AND REFRIGERATED WAREHOUSE FREEZERS SHALL EITHER USE LIGHT SOURCES WITH AN EFFICACY OF NOT LESS THAN 40 LUMENS PER WATT, INCLUDING BALLAST LOSSES, OR SHALL USE LIGHT SOURCES WITH AN EFFICACY OF NOT LESS THAN 40 LUMENS PER WATT, INCLUDING BALLAST LOSSES, IN CONJUNCTION WITH A DEVICE THAT TURNS OFF THE LIGHTS WITHIN 15 MINUTES WHEN THE SPACE IS NOT OCCUPIED. 1. BE EQUIPPED WITH AUTOMATIC DOOR -CLOSERS THAT FIRMLY CLOSE WALK-IN DOORS THAT HAVE BEEN CLOSED TO WITHIN 1 INCH (25 MMJ OF FULL CLOSURE. EXCEPTION: AUTOMATIC CLOSERS ARE NOT REQUIRED FOR DOORS MORE THAN 45 INCHES (1143 MM) IN WIDTH OR MORE THAN 7 FEET (2134 MMJ IN HEIGHT. 2. DOORWAYS SHALL HAVE STRIP DOORS, CURTAINS, SPRING -HINGED DOORS OR OTHER METHOD OF MINIMIZING INFILTRATION WHEN DOORS ARE OPEN. 3. WALK-IN COOLERS AND REFRIGERATED WAREHOUSE COOLERS SHALL CONTAIN WALL, CEILING, AND DOOR INSULATION OF NOT LESS THAN R-25 OR HAVE WALL, CEILING AND DOOR ASSEMBLY U -FACTORS NO GREATER THAN U-0.039. WALK-IN FREEZERS AND REFRIGERATED WAREHOUSE FREEZERS SHALL CONTAIN WALL, CEILING AND DOOR INSULATION OF NOT LESS THAN R-32 OR HAVE WALL, CEILING AND DOOR ASSEMBLY U -FACTORS NO GREATER THAN U-0.030. EXCEPTION: GLAZED PORTIONS OF DOORS OR STRUCTURAL MEMBERS NEED NOT BE INSULATED. 4. THE FLOOR OF WALK-IN FREEZERS SHALL CONTAIN FLOOR INSULATION OF NOT LESS THAN R-28 OR HAVE A FLOOR ASSEMBLY U -FACTOR NO GREATER THAN U-0.035. 5. TRANSPARENT REACH -IN DOORS FOR WALK-IN FREEZERS AND WINDOWS IN WALK-IN FREEZER DOORS SHALL BE OF TRIPLE -PANE GLASS, EITHER FILLED WITH INERT GAS OR WITH HEAT -REFLECTIVE TREATED GLASS. 6. WINDOWS AND TRANSPARENT REACH -IN DOORS FOR WALK-IN COOLERS DOORS SHALL BE OF DOUBLE -PANE OR TRIPLE -PANE, INERT GAS-FILLED, HEAT -REFLECTIVE TREATED GLASS. 7. EVAPORATOR FAN MOTORS THAT ARE LESS THAN 1 HP (0.746 KW) AND LESS THAN 460 VOLTS SHALL USE ELECTRONICALLY COMMUTATED MOTORS, BRUSHLESS DIRECT-CURRENT MOTORS, OR 3-PHASE MOTORS. 8. CONDENSER FAN MOTORS THAT ARE LESS THAN 1 HP (0.746 KW) SHALL USE ELECTRONICALLY COMMUTATED MOTORS, PERMANENT SPLIT CAPACITOR -TYPE MOTORS OR 3-PHASE MOTORS. 71' *Separate Mechanical Permit shall be required for: Coolers, freezers, walk-in coolers and freezers, i.e. assembled and hardwired. *Self-contained "pluqin" coolers or freezers (appliance type) shall not require a mechanical permit. 7.5-15' II II II II L I Front Elevation Cana Pend oiling Vapor Proof Light Flztura — Light Switch wl Pilot Light Will Panel Light Switch to Light Fixture Trap & Terminate above floor sink per ocal cad stiats Round head bolt caulking T.Jr. aA"USS flat weather 93' flat washer AI_�,B"Nut Evap. _ Dram pan Drain line & Evap. Detail (Typical) Exit at nearest point Copper tubing Min. Pitch y4" — Per foot wrap inside portion with heater if it A freezer. X048°�' °o1°'°o4urrt,°off o-Avt.c>yr' t o8.o�0. Section View ELECTRICAL DEVICE SYMBOLS p DUPLEX RECEPTACLE FOURPLEX RECEPTACLE JUNCTION BOX GFCI GROUND -FAULT CIRCUIT INTERRUPTER EMERGENCY LIGHTING 3/4' STROKE WIDTH (MIN) NOTE: 1. SIGN SHALL BE ILLUMINATED INTERNALLY OR EXTERNALLY BY TWO ELECTRIC LAMPS OR BE AN APPROVED SELF -LUMINOUS TYPE. THE LUMINANCE OF THE SIGN SHALL NOT BE LESS THAN 5 FOOT CANDLES FROM EITHER LAMP. INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINANCE, 2. CURRENT SUPPLY FOR ONE OF THE LAMPS SHALL BE SUPPLIED BY THE PREMISES WIRING SYSTEM. POWER TO THE OTHER LAMP SHALL BE FROM STORAGE BATTERY OR ON SITE GENERATOR. 3. THE NORMAL POWER SUPPLY SHALL BE AUGMENTED WITH AN EMERBENCY POWER BACK UP SYSTEM WHEN THE OICCUPANT LOAD OF A BUILDING IS OVER A TOTAL OF 100 PERSONS. 4. ALL MEANS OF EGRESS SHALL BE ILLUMINATED TO A MINIMUM OF ONE FOOT CANDLE AT THE FLOOR LEVEL WHEN ANYTIME THE BUILDING IS OCCUPIED. EXIT / HIGH CONTRAST LETTER BACKGROUND EMERGENCY DETAIL SCALE : N.T.S. REMOTE EMERGENCY HEAD ABOVE COUNTER ABOVE COUNTER RECEPTACLE OR BACKSPLASH TELEPHONE DATA OUTLET COUNTER OR BACKSPLASH zoF BUT SIGN CENTERED OVER DOOR (WHERE APPLICABLE) EMERGENCY LIGHT (1 (-) — DOOR OPENING — r FIRE ALARM PULL STATION (TO MECHANISM) LIGHT SWITCH T o DUPLEX RECEPTACLE 4TELEPHONE/DATA OUTLET rTELEVISION OUTLET L MOUNTING HEIGHT DETAIL SCALE : 1 /2" = 1'-0" 1' 10" 1'-4" FLOOR F EVIL•vd1,tJ FOR CODE COMPLIANCE APPROVED JAN 1t' 2319 �� `C�ity of 1 ukwila LAG SCRFSLttt4t_DI�IG DIVISION 8" ROUND HEAD BOLT (4) 38" USS FLAT WASHER (4) 38" THREADED STEEL ROD (4) 3,43" WASHER & NUT (4) EVAPORATIVE FAN CSECTION VIEW TSCALE: N lb WALK-IN CEILING PANEL COMMERCIAL COOLER, INC. M.F.G. Walk -In Cotler. Freezer. 2430 Chko Asa S.. EI Monte. CA 91733 Tat 3604238 Far (B2B)) 350-0873 Rl USTEOOs CONFORMS TO UL STD 412 CONFORMS TO' NSF SID] 1 oo11*T RECEIVE C!TV OF TU(' JAN 10201 PERMIT CENT YAWrCIXI DESIGN STUDIO 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL:INFO@CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM ARCHITECT: 6192 N REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON PROJECT TITLE: XALWO KISMAAYO 14822 Tukwila International Blvd Tukwila, WA 98168 SHEET TITLE: ELECTRICAL PLAN DETAIL REVISIONS: CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: ILA DATE: 01/04/19 SHEET# A3 Topcapwtl • 6- Ia. ' •X 8 • - Construction: 14" Hardnose T&G high density urethane foam rail (non CFC class I rigid foam) with 25 GA galvanized steel skins, meeting ASTM A525, 4 inch wood frame. The panels shall comply with flame spread &smoke index development OR ASTM E85. The Panels are joined together utilizing Kason type 1156 B Camlock Rigid rail locking point. amCWTek Same 1 ceiling panel r_- z ser . z..rel angle '"Da^"�^�al wfis wall Gasket, Int& Ext parader of Panel panel Cam lock fastener panel / gasket wall panel s metal wed panelI base gas -I - -,AlumTrealplate �"zip-In Button wall to wall I paoe1 napdn BuepnContlanSln Panel Finish Wall Interior: 25 GA Stucco embossed galv. aluminum Wall Exterior: 25 GA Stucco embossed galv. steel Ceiling Interior: 25 GA stucco embossed galv. allum. Ceiling Exterior: 25 GA stucco embossed galv. steel Component Exterior light switch wl plot light Vapor proof light fixture Thermometer flush mounted Refrigeration gUnit Unit Cooler Dit1r. Model • 14t shotpin sulking wan to floor Conc.Slab System Capcity BTUIH &5'> WALK IN COOLER 6'x7 ELECTRICAL INFORMATION : BRAND : NORLAKE EXTERIOR SIZE : 6' X 7 TYPE : COLD AND PLUG SYSTEM :208-230/60/1 TOTAL AMPS : 7.7 NEMA PLUG : 6-20P 71' 24'-4" 11'-1" 1131-8e CTa I REAC4 FREEZER 26 HWT 25 "+ 5 WY.%K TA3LE 30'x6 8 WALK IN COOLER GFCI +18 FD 1'-4'", GRIDDLE OVEN 36' 36' 2 HS MOP 23 SINK 9 HS. CLASS I HOOD 12 3Y OTHER 2/ 5 wO-. TABLE 3( x68. CLEAN TAKE 36'I [AS 10 GFCI DW COOLER +18 19 M 1 GREASE NTERCEPTGR 22 3,-p, • WORK TABLE 30'x60" di„GFCI ,,IIhGFCI W+42 YY+42 7-1" GFCI +42 DRY STORAGE CE &N TG)1 12 • CE (gLt11KER 18 ''':= reES-Q00%; GFCI +18 /1,-4„/ 2,48" GFCI .1(e CE ,4-2 14 +42 GFCI GFCI 14' 42;7'.29 G .aa G ! oV/ F 2 � 28 +19 GFC14 ce O oa 'A �U a�-e se rrF FD 6' , 2 ,1'-4", m1B 8L a h 0 17 I8 GFCI6 lam '4" / 6'-1" G 18 GFCI +18 52-I1" 2-8" 493:30 46 N ELECTRICAL PLAN SCALE: 1/4"= 1'-0" NOTES; LIGHTS IN WALK-IN COOLERS, WALK-IN FREEZERS, REFRIGERATED WAREHOUSE COOLERS AND REFRIGERATED WAREHOUSE FREEZERS SHALL EITHER USE LIGHT SOURCES WITH AN EFFICACY OF NOT LESS THAN 40 LUMENS PER WATT, INCLUDING BALLAST LOSSES, OR SHALL USE LIGHT SOURCES WITH AN EFFICACY OF NOT LESS THAN 40 LUMENS PER WATT, INCLUDING BALLAST LOSSES, IN CONJUNCTION WITH A DEVICE THAT TURNS OFF THE LIGHTS WITHIN 15 MINUTES WHEN THE SPACE IS NOT OCCUPIED. 1. BE EQUIPPED WITH AUTOMATIC DOOR -CLOSERS THAT FIRMLY CLOSE WALK-IN DOORS THAT HAVE BEEN CLOSED TO WITHIN 1 INCH (25 MMJ OF FULL CLOSURE. EXCEPTION: AUTOMATIC CLOSERS ARE NOT REQUIRED FOR DOORS MORE THAN 45 INCHES (1143 MM) IN WIDTH OR MORE THAN 7 FEET (2134 MMJ IN HEIGHT. 2. DOORWAYS SHALL HAVE STRIP DOORS, CURTAINS, SPRING -HINGED DOORS OR OTHER METHOD OF MINIMIZING INFILTRATION WHEN DOORS ARE OPEN. 3. WALK-IN COOLERS AND REFRIGERATED WAREHOUSE COOLERS SHALL CONTAIN WALL, CEILING, AND DOOR INSULATION OF NOT LESS THAN R-25 OR HAVE WALL, CEILING AND DOOR ASSEMBLY U -FACTORS NO GREATER THAN U-0.039. WALK-IN FREEZERS AND REFRIGERATED WAREHOUSE FREEZERS SHALL CONTAIN WALL, CEILING AND DOOR INSULATION OF NOT LESS THAN R-32 OR HAVE WALL, CEILING AND DOOR ASSEMBLY U -FACTORS NO GREATER THAN U-0.030. EXCEPTION: GLAZED PORTIONS OF DOORS OR STRUCTURAL MEMBERS NEED NOT BE INSULATED. 4. THE FLOOR OF WALK-IN FREEZERS SHALL CONTAIN FLOOR INSULATION OF NOT LESS THAN R-28 OR HAVE A FLOOR ASSEMBLY U -FACTOR NO GREATER THAN U-0.035. 5. TRANSPARENT REACH -IN DOORS FOR WALK-IN FREEZERS AND WINDOWS IN WALK-IN FREEZER DOORS SHALL BE OF TRIPLE -PANE GLASS, EITHER FILLED WITH INERT GAS OR WITH HEAT -REFLECTIVE TREATED GLASS. 6. WINDOWS AND TRANSPARENT REACH -IN DOORS FOR WALK-IN COOLERS DOORS SHALL BE OF DOUBLE -PANE OR TRIPLE -PANE, INERT GAS-FILLED, HEAT -REFLECTIVE TREATED GLASS. 7. EVAPORATOR FAN MOTORS THAT ARE LESS THAN 1 HP (0.746 KW) AND LESS THAN 460 VOLTS SHALL USE ELECTRONICALLY COMMUTATED MOTORS, BRUSHLESS DIRECT-CURRENT MOTORS, OR 3-PHASE MOTORS. 8. CONDENSER FAN MOTORS THAT ARE LESS THAN 1 HP (0.746 KW) SHALL USE ELECTRONICALLY COMMUTATED MOTORS, PERMANENT SPLIT CAPACITOR -TYPE MOTORS OR 3-PHASE MOTORS. 71' *Separate Mechanical Permit shall be required for: Coolers, freezers, walk-in coolers and freezers, i.e. assembled and hardwired. *Self-contained "pluqin" coolers or freezers (appliance type) shall not require a mechanical permit. 7.5-15' II II II II L I Front Elevation Cana Pend oiling Vapor Proof Light Flztura — Light Switch wl Pilot Light Will Panel Light Switch to Light Fixture Trap & Terminate above floor sink per ocal cad stiats Round head bolt caulking T.Jr. aA"USS flat weather 93' flat washer AI_�,B"Nut Evap. _ Dram pan Drain line & Evap. Detail (Typical) Exit at nearest point Copper tubing Min. Pitch y4" — Per foot wrap inside portion with heater if it A freezer. X048°�' °o1°'°o4urrt,°off o-Avt.c>yr' t o8.o�0. Section View ELECTRICAL DEVICE SYMBOLS p DUPLEX RECEPTACLE FOURPLEX RECEPTACLE JUNCTION BOX GFCI GROUND -FAULT CIRCUIT INTERRUPTER EMERGENCY LIGHTING 3/4' STROKE WIDTH (MIN) NOTE: 1. SIGN SHALL BE ILLUMINATED INTERNALLY OR EXTERNALLY BY TWO ELECTRIC LAMPS OR BE AN APPROVED SELF -LUMINOUS TYPE. THE LUMINANCE OF THE SIGN SHALL NOT BE LESS THAN 5 FOOT CANDLES FROM EITHER LAMP. INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINANCE, 2. CURRENT SUPPLY FOR ONE OF THE LAMPS SHALL BE SUPPLIED BY THE PREMISES WIRING SYSTEM. POWER TO THE OTHER LAMP SHALL BE FROM STORAGE BATTERY OR ON SITE GENERATOR. 3. THE NORMAL POWER SUPPLY SHALL BE AUGMENTED WITH AN EMERBENCY POWER BACK UP SYSTEM WHEN THE OICCUPANT LOAD OF A BUILDING IS OVER A TOTAL OF 100 PERSONS. 4. ALL MEANS OF EGRESS SHALL BE ILLUMINATED TO A MINIMUM OF ONE FOOT CANDLE AT THE FLOOR LEVEL WHEN ANYTIME THE BUILDING IS OCCUPIED. EXIT / HIGH CONTRAST LETTER BACKGROUND EMERGENCY DETAIL SCALE : N.T.S. REMOTE EMERGENCY HEAD ABOVE COUNTER ABOVE COUNTER RECEPTACLE OR BACKSPLASH TELEPHONE DATA OUTLET COUNTER OR BACKSPLASH zoF BUT SIGN CENTERED OVER DOOR (WHERE APPLICABLE) EMERGENCY LIGHT (1 (-) — DOOR OPENING — r FIRE ALARM PULL STATION (TO MECHANISM) LIGHT SWITCH T o DUPLEX RECEPTACLE 4TELEPHONE/DATA OUTLET rTELEVISION OUTLET L MOUNTING HEIGHT DETAIL SCALE : 1 /2" = 1'-0" 1' 10" 1'-4" FLOOR F EVIL•vd1,tJ FOR CODE COMPLIANCE APPROVED JAN 1t' 2319 �� `C�ity of 1 ukwila LAG SCRFSLttt4t_DI�IG DIVISION 8" ROUND HEAD BOLT (4) 38" USS FLAT WASHER (4) 38" THREADED STEEL ROD (4) 3,43" WASHER & NUT (4) EVAPORATIVE FAN CSECTION VIEW TSCALE: N lb WALK-IN CEILING PANEL COMMERCIAL COOLER, INC. M.F.G. Walk -In Cotler. Freezer. 2430 Chko Asa S.. EI Monte. CA 91733 Tat 3604238 Far (B2B)) 350-0873 Rl USTEOOs CONFORMS TO UL STD 412 CONFORMS TO' NSF SID] 1 oo11*T RECEIVE C!TV OF TU(' JAN 10201 PERMIT CENT YAWrCIXI DESIGN STUDIO 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL:INFO@CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM ARCHITECT: 6192 N REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON PROJECT TITLE: XALWO KISMAAYO 14822 Tukwila International Blvd Tukwila, WA 98168 SHEET TITLE: ELECTRICAL PLAN DETAIL REVISIONS: CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: ILA DATE: 01/04/19 SHEET# A3 EXIT 0 (E) WINDOW of 8"1, I'-4" 1 4 -9., DOOR 001 II (E) WINDOW s 2" 11'-4" 24'-2" 4'-9„ 1 4'-9° ELEVATION - A SCALE : 3/8" = 1'-0" OPEN T 1 1 I .1d�• 4144 onto PIN 24'-2" 3,3„ 4'-6" 1 OPEN 5' DRY STORAGE ELEVATION - C SCALE : 3/8" = 1'-0" E 7 -BAR CEILING 7-10" A.F.F T -BAR CEILING T-10" A.F.F CLASS I HOOD 12' REACH -IN FREEZER OCT - 0 61) 11'-4" HMI MOH • ;4 1 ®22 Gtr. S. OVER NONCOMBUSTITLE WALL AS LASHING. 18'MI .OVER EXHAUST HOOD TOF AND SIDE EDGES. • • • •••• A •••• Jut O (I B1 \ DOOR n 11'-4" 1 2,_2, 1 3'-4" 1 11-4" 29'-6" ELEVATION - E �E J SCALE : 3/8" = 1'-0" . ALT -BAR CEILING 7-10" A.F.F • `12 ICE MAKER 13'-T' 5'3" OPEN VEG SINK 1 COMP. SINK MEAT SINK 1 COMP. SINK 7': n n (E) WINDOW DOO 001 P3 (E) WINDOW SNEEZE GUARD 6'-6" OPEN SERVICE COV,NTER 0 1 6'-6" 1 3' Jr -4'-2' 4' 24'-2" �I ELEVATION - B J SCALE : 3/8" = 1'-0" E T-BARCEILING " 7.10" A.F.F '4 31'-8" 1 ''-la' 1 6'-11" 1 4' ELEVATION - F SCALE : 3/8" = 1'-0" • GREASE GUTTER STAINLESS STEEL WALL W/ ROXUL \AFB 1 HR FIRE PAD 5/8"TYPE "X" FIRE RATED SHEET ROCK 11 ll I 3,4 " / 11-8" 1 ELEVATION - D SCALE :3/8" = 1'-0" 3-11" 18 3 COMP. SINJC&DIRTY TABLE 5' II �� : INDIR AIN FROM I I BID SIC _ GREASE /RAP _ — = 111-5" R r RMS " 24'-2' 1 3'-4" ADA COUNTER HEIGHT 34" THE TOPS OF COUNTER AND WORK SURFACES SHALL BE 34 INCHES MAXIMUM FROM THE FLOOR OR GROUND, 2 ADA COUNTER DETAIL ``f SCALE : N.T.S. 1/12- r /1 r 1/2 / L_M T -BAR CEILING 7-10"A.F.F 2x6 BLOCKING @ MIRROR 2x12 BLOCKING @ VANITY LAVATORY RIM P. LAM. COUNTER OVER 3/4" MDO PLYWOOD T -BAR CEILING 7'-10" A.F.F FINISH SCHEDULE P1 : SEMIGLOSS PAINT P2 : PAINT P3 : PAINT B1 : CERAMIC TILE COVE BASE B2 : WOOD COVE BASE 1 B3 : WOOD COVE BASE 2 SS : STAINLESS STEEL TIL1 : TILE CERAMIC1 TIL2 : TILE CERAMIC2 FRP : FIBER REINFORCED PLASTIC THE TOPS OF TABLES COUNTER AND WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES MAXIMUM FROM THE FLOOR OR GROUND. MIN. CLEARANCE: TOE 11", KNEE 8" to CADA TABLE DETAIL SCALE : N.T.S. METAL L -BRACKETS 2"x2" EACH SIDE OF PLYWOOD OUTRIGGERS (TYPICAL) 3/4" PLYWOOD OUTRIGGERS LOCATE PER PLAN 3/4" PLYWOOD FRAME @ CONTINUOUS FRONT FRONT & BACK SIDE AS SHOWN INSULATE PIPES WALL FINISH PER INTERIOR ELEVATION WALL TYPE PER PLAN 7—FINISH FLOOR PER FINISH SCHEDULE LAVATORY COUNTERS SCALE : N.T.S. NOTE: PAINT PLYWOOD SUPPORTS TO MATCH P -LAM VANITY TOP GRAB BAR: – Grab bars for water closets shall comply with 609 and shall be provided in accordance with Sections 604.5.1 and 604.5.2. Grab bars shall be provided on the rear wall and on the side wall closest to the water closet. 604.5.1 Fixed Side Wall Grab Bars. Fixed side-wall grab bars shall be 42" min. in length, located 12" max. from the rear wall and extending 54 " min. from the rear wall. in addition a vertical grab bar 18" min. in length shall be mounted with the bottom of the bar located 39" min. and 41' max above the floor and with the center line of the bar located 39" min. and 41" max from the rear wall. 604.5.2 Rear Wall Grab Bars. The rear wall grab bar shall be 36 inches min in length, and extend from the centerline of the water closet 12" min. on the side closest to the wall, and 24" min on the transfer side. TOILET ACCESSORIES SCALE : N.T.S. 7 / / C `w DOOR FRAME ELEVA ION 1 EXISTING EXTERIOR BRICK WALL IT / q DESIGN STUDIO 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL:INFO@CATCHSTU DIO.COM W W W.CATCHSTUDIO.COM ARCHITECT: 6192N REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON PROJECT TITLE: XALWO KISMAAYO 14822 Tukwila International Blvd Tukwila, WA 98168 NEW FURRED OUT 5" METAL STUDS 0I6" O.C. 20 GA MIN.GALV. 5/8" TYPE')' FIRE RATED SHEET ROCK STAINLESS STEEL WALL W/ ROXUL AFB 1 HR FIRE PAD 1" FURRED OUT WALL @ HOOD WALL SCALE : N.T.S. TOILET ROOM WALL SIGN SHEET TITLE: ELEVATION DETAIL REVISIONS: .....!rz /-- 3/16" THICK BACK PAINTED ACRYLI'. MATTE FINISH, 1/4" RADIUSED EDG:.. JAN 1 C 2:1i3 "MEN", "WOMEN"NURSING", OR "UN Ex" City of Tukwila TEXT RAISED 1/32" MIN. & 3/4" HIG BUILDING DIVISION WIDTH 10 HEIGHT RATIO OF 3:5 TO 1:1 AND STROKE WIDTH TO HEIGHT RATIO OF 1:5 TO 1:10. GRADE 2 BRAILLE W/ DOTS 1/10 INCH O,C. IN EACH CELL, 2/10 INCH SPACE BETWEEN CELLS, AND DOTS SHALL BE RAISED 1/40 INCH. MIN. NOTES: 1.5IGNS SHALL BE A MIN. OF 1/4" THK., AND THEIR COLOR AND CONTRAST SHALL BE DIFFERENT FROM THE COLOR LL SIGN AND CONTRAST OF THE DOOR/WALL PER GOVERNING CODES & ADA REQUIREMENTS. 2. WALL SIGNS SHALL BE LOCATED ON LATCH SIDE OF DOOR, CLEAR OF DOOR -SWING. 3• LETTERS AND BRAILLE SYMBOLS SHALL BE PER APPLICABLE CODES 6 ADA REQUIREMENTS. /6)RESTROOM SIGNAGE SCALE : N.T.S. RECEIVED CITY OF TUKWIL.A CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: DATE: 01/04/19 SHEET# JAN102019 nldl; .,EIv1E=1 Co" A4 OPEN.e OM+Alet over ® o e 0 _— crena oNNRL. 21 1 pW,N arerSit 1 6'-6" 1 3' Jr -4'-2' 4' 24'-2" �I ELEVATION - B J SCALE : 3/8" = 1'-0" E T-BARCEILING " 7.10" A.F.F '4 31'-8" 1 ''-la' 1 6'-11" 1 4' ELEVATION - F SCALE : 3/8" = 1'-0" • GREASE GUTTER STAINLESS STEEL WALL W/ ROXUL \AFB 1 HR FIRE PAD 5/8"TYPE "X" FIRE RATED SHEET ROCK 11 ll I 3,4 " / 11-8" 1 ELEVATION - D SCALE :3/8" = 1'-0" 3-11" 18 3 COMP. SINJC&DIRTY TABLE 5' II �� : INDIR AIN FROM I I BID SIC _ GREASE /RAP _ — = 111-5" R r RMS " 24'-2' 1 3'-4" ADA COUNTER HEIGHT 34" THE TOPS OF COUNTER AND WORK SURFACES SHALL BE 34 INCHES MAXIMUM FROM THE FLOOR OR GROUND, 2 ADA COUNTER DETAIL ``f SCALE : N.T.S. 1/12- r /1 r 1/2 / L_M T -BAR CEILING 7-10"A.F.F 2x6 BLOCKING @ MIRROR 2x12 BLOCKING @ VANITY LAVATORY RIM P. LAM. COUNTER OVER 3/4" MDO PLYWOOD T -BAR CEILING 7'-10" A.F.F FINISH SCHEDULE P1 : SEMIGLOSS PAINT P2 : PAINT P3 : PAINT B1 : CERAMIC TILE COVE BASE B2 : WOOD COVE BASE 1 B3 : WOOD COVE BASE 2 SS : STAINLESS STEEL TIL1 : TILE CERAMIC1 TIL2 : TILE CERAMIC2 FRP : FIBER REINFORCED PLASTIC THE TOPS OF TABLES COUNTER AND WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES MAXIMUM FROM THE FLOOR OR GROUND. MIN. CLEARANCE: TOE 11", KNEE 8" to CADA TABLE DETAIL SCALE : N.T.S. METAL L -BRACKETS 2"x2" EACH SIDE OF PLYWOOD OUTRIGGERS (TYPICAL) 3/4" PLYWOOD OUTRIGGERS LOCATE PER PLAN 3/4" PLYWOOD FRAME @ CONTINUOUS FRONT FRONT & BACK SIDE AS SHOWN INSULATE PIPES WALL FINISH PER INTERIOR ELEVATION WALL TYPE PER PLAN 7—FINISH FLOOR PER FINISH SCHEDULE LAVATORY COUNTERS SCALE : N.T.S. NOTE: PAINT PLYWOOD SUPPORTS TO MATCH P -LAM VANITY TOP GRAB BAR: – Grab bars for water closets shall comply with 609 and shall be provided in accordance with Sections 604.5.1 and 604.5.2. Grab bars shall be provided on the rear wall and on the side wall closest to the water closet. 604.5.1 Fixed Side Wall Grab Bars. Fixed side-wall grab bars shall be 42" min. in length, located 12" max. from the rear wall and extending 54 " min. from the rear wall. in addition a vertical grab bar 18" min. in length shall be mounted with the bottom of the bar located 39" min. and 41' max above the floor and with the center line of the bar located 39" min. and 41" max from the rear wall. 604.5.2 Rear Wall Grab Bars. The rear wall grab bar shall be 36 inches min in length, and extend from the centerline of the water closet 12" min. on the side closest to the wall, and 24" min on the transfer side. TOILET ACCESSORIES SCALE : N.T.S. 7 / / C `w DOOR FRAME ELEVA ION 1 EXISTING EXTERIOR BRICK WALL IT / q DESIGN STUDIO 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL:INFO@CATCHSTU DIO.COM W W W.CATCHSTUDIO.COM ARCHITECT: 6192N REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON PROJECT TITLE: XALWO KISMAAYO 14822 Tukwila International Blvd Tukwila, WA 98168 NEW FURRED OUT 5" METAL STUDS 0I6" O.C. 20 GA MIN.GALV. 5/8" TYPE')' FIRE RATED SHEET ROCK STAINLESS STEEL WALL W/ ROXUL AFB 1 HR FIRE PAD 1" FURRED OUT WALL @ HOOD WALL SCALE : N.T.S. TOILET ROOM WALL SIGN SHEET TITLE: ELEVATION DETAIL REVISIONS: .....!rz /-- 3/16" THICK BACK PAINTED ACRYLI'. MATTE FINISH, 1/4" RADIUSED EDG:.. JAN 1 C 2:1i3 "MEN", "WOMEN"NURSING", OR "UN Ex" City of Tukwila TEXT RAISED 1/32" MIN. & 3/4" HIG BUILDING DIVISION WIDTH 10 HEIGHT RATIO OF 3:5 TO 1:1 AND STROKE WIDTH TO HEIGHT RATIO OF 1:5 TO 1:10. GRADE 2 BRAILLE W/ DOTS 1/10 INCH O,C. IN EACH CELL, 2/10 INCH SPACE BETWEEN CELLS, AND DOTS SHALL BE RAISED 1/40 INCH. MIN. NOTES: 1.5IGNS SHALL BE A MIN. OF 1/4" THK., AND THEIR COLOR AND CONTRAST SHALL BE DIFFERENT FROM THE COLOR LL SIGN AND CONTRAST OF THE DOOR/WALL PER GOVERNING CODES & ADA REQUIREMENTS. 2. WALL SIGNS SHALL BE LOCATED ON LATCH SIDE OF DOOR, CLEAR OF DOOR -SWING. 3• LETTERS AND BRAILLE SYMBOLS SHALL BE PER APPLICABLE CODES 6 ADA REQUIREMENTS. /6)RESTROOM SIGNAGE SCALE : N.T.S. RECEIVED CITY OF TUKWIL.A CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: DATE: 01/04/19 SHEET# JAN102019 nldl; .,EIv1E=1 Co" A4 30'x48" LAV CLEAR FLOOR SPACE FD ``,WOMEN'S RESTROOM OO 3'-2" 314". / 6-6" ENLARGED WOMEN RESTROOM PLAN SCALE : 3/8" = 1'-0" 1 6'-6'. ELEVATION SCALE : 3/8" = 1'-0" 1 6,-6" ELEVATION SCALE : 3/8" = l'-0" 1 E T -BAR CEIUNG 7-10" A.F.F (E) T -BAR CEILING 7'-10" A.F.F 000 DOOR HOOK 000 FM �I► tc.4 �1r 0 0 0 WALL VY/OCCUPANCY MOTI.N 1 6,-6" ELEVATION SCALE : 3/8" = l'-0" 1 E T -BAR CEIUNG 7-10" A.F.F (E) T -BAR CEILING 7'-10" A.F.F 36 -MIN 4 4 MIN 1 ELEVATION SCALE : 3/8" = 1'-0" 7,4, ELEVATION SCALE : 3/8" = 1'-0" E T -BAR CEILING 7'-10" A.F.F E T -BAR CEIUNG 7-10" A.F.F 30"x48" LAV CLEAR FLOOR SPACE SGD MEN'S FD RESTROOM O 1 004 3'4" 3.-2' ENLARGED MEN RESTROOM PLAN SCALE : 3/8" = 1'-0" 4' Ij. 1'41" X 6•g ELEVATION 4's' SCALE : 3/8" = 1'-0" 3.4" 3'-7' 6-6" ELEVATION SCALE : 3/8" = 1'-0" ACCESSORY MOUNTING SCHEDULE T -BAR CEIUNG 7-10" A.F.F JE) T -BAR CEILING 7'•10" A.F.F 000 W/OCCUPANCY MOTION; SENSOR (+461 •E FULL (1201 000 FM �I► tc.4 �1r 0 0 0 WALL VY/OCCUPANCY MOTI.N WITCH UPANCY SENSOR 000 CFM) (+4B") E FULL 000 CONT R x RESTROOMS OFFIC OLS IN & . 000 1 000 36 -MIN 4 4 MIN 1 ELEVATION SCALE : 3/8" = 1'-0" 7,4, ELEVATION SCALE : 3/8" = 1'-0" E T -BAR CEILING 7'-10" A.F.F E T -BAR CEIUNG 7-10" A.F.F 30"x48" LAV CLEAR FLOOR SPACE SGD MEN'S FD RESTROOM O 1 004 3'4" 3.-2' ENLARGED MEN RESTROOM PLAN SCALE : 3/8" = 1'-0" 4' Ij. 1'41" X 6•g ELEVATION 4's' SCALE : 3/8" = 1'-0" 3.4" 3'-7' 6-6" ELEVATION SCALE : 3/8" = 1'-0" ACCESSORY MOUNTING SCHEDULE T -BAR CEIUNG 7-10" A.F.F JE) T -BAR CEILING 7'•10" A.F.F 7'-6" ELEVATION SCALE : 3/8" = 1'-0" 2'S" 7-6" ELEVATION SCALE : 3/8" = 1'-0" (E) T-BARCEIUNG 7-10" A.F.F O (E) T -BAR CEILING 7-10" A.F.F ACCESSIBLE RESTROOM of SIDE WALL GRAB BAR FOR WATER CLOSET ® TOILET PAPER DISPENSER • SANITARY NAPKIN DISPOSAL Q COAT HOOK ® DIAPER CHANGING STATION ® URINAL of LAVATORIES SINK ® SOAP DISPENSER ® MIRROR ® PAPER TOWEL DISPENSER tl TOILET SEAT COVER DISPENSER O REAR WALL GRAB BAR FOR WATER CLOSET Q WATER CLOSET 54" MIN 39"-41" 01 42' MIN 42 2"'MIN 01) SCAT naGI1T z ib 3/a14CCq DESIGN STUDIO 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL. 206.322.4323 FAX. 206.322.9177 E -MAI L:INFO@CATCHSTU DI O.COM WWW.CATCHSTUDIO.COM ARCHITECT: N REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON PROJECT TITLE: XALWO KISMAAYO 14822 Tukwila International Blvd Tukwila, WA 98168 TOILET SEAT COVER DISPENSER A2 PAPER TOWEL DISPENSER A3 SOAP DISPENSER A4 TOILET PAPER DISPENSER AS SANITARY NAPKIN DISPOSAL A6 36" GRAB BAR A7 42" GRAB BAR & 18" VERT,GRAB BAR A8 24"X36" MIRROR A9 DIAPER CHANGING TABLE A10 COAT HOOK All TOILET STALL PARTITION 15"-48" AFF (NOT TO BE LOCATED BEHIND GRAB BAR) \ 7"TO9" 0 FRONT OF TOILET 1/7 RIM AND GRATE RIM RAISED 1/T A.F.F. FINISH FLOOR — 000 W/OCCUPANCY MOTION; SENSOR (+461 •E FULL (1201 000 FM tw �4 r� 0 0 0 CONTROLS RESTROQMS OFFICE. IN & R x 000 000 000 7'-6" ELEVATION SCALE : 3/8" = 1'-0" 2'S" 7-6" ELEVATION SCALE : 3/8" = 1'-0" (E) T-BARCEIUNG 7-10" A.F.F O (E) T -BAR CEILING 7-10" A.F.F ACCESSIBLE RESTROOM of SIDE WALL GRAB BAR FOR WATER CLOSET ® TOILET PAPER DISPENSER • SANITARY NAPKIN DISPOSAL Q COAT HOOK ® DIAPER CHANGING STATION ® URINAL of LAVATORIES SINK ® SOAP DISPENSER ® MIRROR ® PAPER TOWEL DISPENSER tl TOILET SEAT COVER DISPENSER O REAR WALL GRAB BAR FOR WATER CLOSET Q WATER CLOSET 54" MIN 39"-41" 01 42' MIN 42 2"'MIN 01) SCAT naGI1T z ib 3/a14CCq DESIGN STUDIO 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL. 206.322.4323 FAX. 206.322.9177 E -MAI L:INFO@CATCHSTU DI O.COM WWW.CATCHSTUDIO.COM ARCHITECT: N REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON PROJECT TITLE: XALWO KISMAAYO 14822 Tukwila International Blvd Tukwila, WA 98168 TOILET SEAT COVER DISPENSER A2 PAPER TOWEL DISPENSER A3 SOAP DISPENSER A4 TOILET PAPER DISPENSER AS SANITARY NAPKIN DISPOSAL A6 36" GRAB BAR A7 42" GRAB BAR & 18" VERT,GRAB BAR A8 24"X36" MIRROR A9 DIAPER CHANGING TABLE A10 COAT HOOK All TOILET STALL PARTITION 15"-48" AFF (NOT TO BE LOCATED BEHIND GRAB BAR) \ 7"TO9" 0 FRONT OF TOILET 1/7 RIM AND GRATE RIM RAISED 1/T A.F.F. FINISH FLOOR — (81X(8) FLOOR SINK 12X12 FLOOR SINK FLOOR SINK 2) SCALE : N.T.S. D 6' 3' 0 0 E10 SNEEZE GUARD SDE GLASS 'MERE NECESSARY END SNEEZE Gtt.ARD W-1" SPACE A- BOTTOM TO FACILITATE .LEANING 2"X31i" S/S TUBE POST BETWEEN EQUIP AND WHERE NECESSARY 6" COVE BASE TILE J¢" TEMPERED GLASS SNEEZE GUARD v S/S PANEL PLYWO.z" 4"MTL STUD 20GA. 016"O.C. 6" —r 1"X2" S/S TUBE In TILE FINISH OV 34" PLYWD 6" COVE BASE TILE SNEEZE GUARD SCALE : N.T.S. 3 COMPARTMENT SINK INDIRECT DRAIN FROM 3 -COMP. SINK TO GREASE TRAP WASTE MANIFOLD BY CONTRACTOR WITH 2' LINE DUMPING TO GREASE INTERCEPTOR TRIPLE COMPARTMENT SINK SCALE : N.T.S. z \4 18 GA.STAINLESS STEEL SEPARATION PENAL CAULI7NG AND SEAL ANY GAP AROUND SINK AND WALL OR LIQUID TIGHT WELDED ON SINK SINK TO BE SEPARATED S.S. PENAL EXTENDING 16" MIN. ABOVE SINK AND EVEN TO FRONT SIDE OF SINK TYP. STAINLESS STEEL PENAL SINK SEPARATION SCALE : N.T.S. SET RIM FLUSH WITH FLOOR FINISH FLOOR. SLOPE PER ARCH. - NO HUB FITTINGS 1 Illi TRAP ELEVATION FLOOR DRAIN SCALE : N.T.S. 2X4 BLOCKING IN WALL SINK FURNISHED WITH: GOOSENECK SPOUT KNEE OR FOOT VALVES 1-1/2" WASTE TAILPIECE WALL BRACKET OR PEDESTAL 1 in z CO3_ ;: _.:,rc1= AF SL3 iA'.tE:r:3 City of Tukwila BUILDING DIVISION PLUMBING ROUGH IN: OA 1/2"HW TEE & STOP © +16" 01/2"CW TEE & STOP © +16" ©1-1/2" WASTE © 20" ©© ELEVATION HAND SINK --6) SCALE : N.T.S. CITY OF TUKWILA JAN102019 "r-'t•rnH W .1a , EI CENT F SHEET TITLE: RESTROOM ELEVATION DETAIL REVISIONS: CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: DATE: 01/04/19 SHEET# A5 000 000 0 0 0 000 000 000 000 000 000 (81X(8) FLOOR SINK 12X12 FLOOR SINK FLOOR SINK 2) SCALE : N.T.S. D 6' 3' 0 0 E10 SNEEZE GUARD SDE GLASS 'MERE NECESSARY END SNEEZE Gtt.ARD W-1" SPACE A- BOTTOM TO FACILITATE .LEANING 2"X31i" S/S TUBE POST BETWEEN EQUIP AND WHERE NECESSARY 6" COVE BASE TILE J¢" TEMPERED GLASS SNEEZE GUARD v S/S PANEL PLYWO.z" 4"MTL STUD 20GA. 016"O.C. 6" —r 1"X2" S/S TUBE In TILE FINISH OV 34" PLYWD 6" COVE BASE TILE SNEEZE GUARD SCALE : N.T.S. 3 COMPARTMENT SINK INDIRECT DRAIN FROM 3 -COMP. SINK TO GREASE TRAP WASTE MANIFOLD BY CONTRACTOR WITH 2' LINE DUMPING TO GREASE INTERCEPTOR TRIPLE COMPARTMENT SINK SCALE : N.T.S. z \4 18 GA.STAINLESS STEEL SEPARATION PENAL CAULI7NG AND SEAL ANY GAP AROUND SINK AND WALL OR LIQUID TIGHT WELDED ON SINK SINK TO BE SEPARATED S.S. PENAL EXTENDING 16" MIN. ABOVE SINK AND EVEN TO FRONT SIDE OF SINK TYP. STAINLESS STEEL PENAL SINK SEPARATION SCALE : N.T.S. SET RIM FLUSH WITH FLOOR FINISH FLOOR. SLOPE PER ARCH. - NO HUB FITTINGS 1 Illi TRAP ELEVATION FLOOR DRAIN SCALE : N.T.S. 2X4 BLOCKING IN WALL SINK FURNISHED WITH: GOOSENECK SPOUT KNEE OR FOOT VALVES 1-1/2" WASTE TAILPIECE WALL BRACKET OR PEDESTAL 1 in z CO3_ ;: _.:,rc1= AF SL3 iA'.tE:r:3 City of Tukwila BUILDING DIVISION PLUMBING ROUGH IN: OA 1/2"HW TEE & STOP © +16" 01/2"CW TEE & STOP © +16" ©1-1/2" WASTE © 20" ©© ELEVATION HAND SINK --6) SCALE : N.T.S. CITY OF TUKWILA JAN102019 "r-'t•rnH W .1a , EI CENT F SHEET TITLE: RESTROOM ELEVATION DETAIL REVISIONS: CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: DATE: 01/04/19 SHEET# A5 WASTE SIZING TO GREASE INTERCEPTOR (BASE UPON 2015 UPC) QT TRAP SIZE F/U EACH F/U TOTAL FIXTURE NAME 2 2' 3 6 1 COMPARTMENT SINK 2 2' 2 4 FLOOR DRAIN 1 7 3 3 3COMPARTMENTSINK 1 7 3 3 MOP SINK 16 TOTAL OF DRAINAGE F/U WASTE SIZING TO SEWER LINE (BASE UPON 2015 UPC) QT TRAP SIZE F/U EACH F/U TOTAL FIXTURE NAME 2 2" I 2 LAVATORY 2 2" 4 8 ADA.W/C 1.6 GAL GRAVITY TANK 1 2" 4 4 ICE MAKER 2 2" 2 4 HAND SINK 1 2" 2 2 DROP-IN HAND SINK 1 2" 3 3 DISHWASHER 23 TOTAL OF DRAINAGE F/U Xe - 01‘00. 1P ER b Fy CONNECT TO EXISTING SANITARY WASTE LINE (FIELD VARIFY TABLE 4 HYDROMECHANICAL GREASE INTERCEPTOR (HGI) SIZING CHART DFUs HGI FLOW (GPM) 8 20 10 25 13 35 20 50 35 75 172 100 216 150 342 200 428 250 576 350 720 500 klpgISHWASHER SHALL BE. R'1'NNECTED TO OR DISCHARGE 30114T0 A GREASE NT&RCEPTOk (Y2. 1 PLUMBING NOTES: 1) ALL NEW PLUMBING WORKS TO COMPLY 2015 UPC. AND LOCAL CODE. 2) ALL WASTE AND VENT PIPE ARE ABS.DWV. 3) ALL POTABLE WATER PIPINGS ARE PIX PIPE. 4) PROVIDED TRAP PRIMER FOR ALL FLOOR DRAIN. 5) PROVIDED VACUMM-BREAKER ON MOP SINK FAUCETS AND ALL HOSE BIBBS. 6) PROVIDE SEISMIC STRAP FOR WATER HEATER PER CHAPTER 5 (5082) 7) PROVIDE 120 DEGREE F. MAX. HOT WATER TO ALL FIXTURES. 8) PROVIDE BACKFLOW ASSEMBLY FOR SODA DISPENSER UNIT. 9) ALL HANDICAPPED FIXTURES SHALL BE APPROVED FOR USE BY DISABLED PERSONS. 10) SEE KITCHEN EQUIPMENT FOR CONNECTION SIZES TO KITCHEN EQUIPMENT/FIXTURES. i� I � \ 3"VE .�IY" qtye t.. \\ 7cID40\ tib • 40 -1 \A - 6`7- 3 COMPA MENT SINK -a, WASTE DISPOSER. -1 3" VENT :1Y2,1 ZT„ 9 2$ oyu. 000" c` CASTE AND VENT RISER PLAN SCALE : 1/4' = 1'- e NECT TO EXISTING ARY WASTE LINE VARIFYJ 25 0°`" G • 2A NT cr, 'VENT 1 I17j'E� ,lYz 9 HYDROMECHANICAL GREASE INTERCEPTOR 50 GPM PRODUCT CODE : W D50 125 LIQUID GALLON, 100 GREASE POUNDS CAPACITY "'w WD Series Tag• PDI Certified Grease Interceptor SPECIFICATION: Waits Drainage WD Series PDI Certified recessed or Boor mounted epoxy coated steel grease interceptor with gaskged epoxy coated steel skid -proof cover secured with hex head center befits), removable baffle assembly, deep seal trap with cleanout, external cost iron fk2w control fitting, and no hub ( tandard) connection. 0 ¢.4944 4E(W1d111 a ten' PIPE SIZE 4 4GPM if 7 7GPA 0 10 10 GPA 0 15 15 GMM ❑ 20 255 20 22S cG PM 0 93 33 GPM 0 SO 3P GPA 0 2 1 COMPARTMENT SINK (11) 1 blik option �a. mew 2 4 S.dn.t haat 0 -E Sank. 0 4c 1/2' 0 Flaw aChop o.wa 1 '2OWP 0,000 b.frmec Cane 4C 0 1/2' t& iSrAa, Swdo'd Sh. 0 SS o4 *WS 1/2' 1k.aLd feaeSb,a -Tito 0 "1£ OpiaO ldeea6 Maus 3e Ba1Mon Mol. fiNl two ID Citler 10910 Cos D boo E width WDA 4 0 2'{511 73/4•(1971 33/4103l 16.1406` 10.1254 11'0791 WD -7 7 14 2'(51) alh•R141 3-1/2'091 1414371 13•p3q 1212051 walo 10 2'151) a1/2'R161 2-1/2'[891 213/4'11521 14. 9SS61 12•(3o5) WO.15 15 30 2'151) 141/2.12671 3-1/2'1591 2235591 es•psil 14.3561 w420 20 3.941 11-U2'12'721 3-1/2•(091 24•(6101 153/4•(403] 15.3911 5025 25 3'941 12.30.51 41/2.1141 2616601 14-1h'µ191 161/214191 W035 35 70 3'U61 14.(3561 5{1271 30'57421 16.14571 50 NOTICE 100 4'71021 16•(4061 61/2.11491 32'1813) 2.591 The sforrretim oontered hemi, a not handed to reptiles thi tut product Ktallatien and meaty Internam aveibtle or the mpaierto of a traked p duct installer. You are monied to thorrughly read 5 installation and p19drrt safety ilanvtlon bdole begkrirt0 the installation of It podu t. l9'Ngt 211/215461 14_ CONNECT TO EXISTING GREASE WASTE LINE VERIFY EXACT LOCATION BY CONTRACTOR COLD WATER (23 DFU) HOT WATER (23 DFU) HOT WATER TANK (75 GALLON) MODEL NO.0XG75T065T76U0 GAS : 76,000 BTU REP ck b ARE r PSS \ e' O 4.4 0 ;c \rk. 2 IOP, 7.9 • 9,a RPBR b LEGEND QT' PIPE SIZE FCO \ FLOOR CLEAN OUT — — — — VTR bQ]INIFS FLOOR SINK 1 SEWER 3 FD® FLOOR DRAIN COLD WATER FFD a FLOOR DRAIN WITH FUNNEL HW HOT WATER 2 BADUCED PRESSURE -NVTONENT VENT TO OUT -SIDE RR BACKFLOW ASSEMBLY 1/2' (E) EXISTING 4 O GAS METER '.S R RCC RPB? 2b <OA "S CIL c.,01.-"‘" P 22 42.43 POTABLE WATER RISER PLAN SCALE : 1/4" = 1'- 0" tda w POTABLE WATER SIZING (BASE UPON 2015 UPC) QT' PIPE SIZE F/U EACH MI TOTAL FIXTURE NAME 1 1/2' 3 3 MOP SINK 1 1/2' 2 2 DROP-IN HAND SINK 2 1/2' 2 4 MOUNTED HAND SINK 1 1/7 2 2 1 COMPARTMENT SINK (11) 1 1/7 2 2 1 COMPARTMENT SINK (12) 2 1/2' 1 2 LAVATORY 1 1/2' 4 4 3 COMPARTMENT SINK 1 1/2' 4 4 DISH WASHER 1 1/2' 1 1 ICE MAKER 2 1/7 2.5 5.0 ADA.W/C 1.6 GAL GRAVITY TANK 29.0 TOTAL OF WATER SUPPLY F/U PROVIDE BLOCKING (WOOD) BETWEEN WALL AND TANK 4" MIN 17'MAX HOT WATER PIPE INSULATION REQUIRED. TEMPERATURE AND PRESSURE RELIEF VALVE(DRAIN TO OUTSIDE OR OTHER APPROVED LOCATION CHEra W/LOCAL BLDG. INSPECTOR) PER UPC SECTION ... DRILL PILOT HOLES ON CENTERLINE OF STUD, INSERT 1 /4"X4" LAG BOLTS THROUGH HOLES IN STRAP. USE WASHERS. USE MIN. 22 GAUGE X 3/4" WIDE METAL STRAPS.' ALTERNATION- IF WALL STUDS ARE NOT PROPERLY LOCATED TO ALLOW AD ANCHORAGE. ATTACH MIN. 2X4 CROSS BRACE TO STUDS WITH 1/4"X4"LAG BOLTS AND WASHERS. THEN ATTACH ANCHOR STRAPS TO CROSS BRACE WITH LAG BOLTS AND WASHERS. WALL FRAMING STUD STAND REQUIRED IN GARAGE LOCATIONS AS PER UPC SECTION 510.1 RECOMMENDED: STAND BE BOLTED TO WALL. k5' TOP VIEW D18e •NOTE: PERFORATED IRON STRAP (PLUMBERS TAPE) WILL NOT BE AN ACCEPTABLE METHOD FOR STRAPPING. EXPANSION TANK REQUIRED W/CLOSED PLUMBING SYSTEM PER UPC, SECTION 608.3 2 STRAPS REQUIRED LOCATE @ UPPER AND LOWER 1/3RD OF TANK 2 STRAPS REQUIRED LOCATE @ UPPER AND LOWER 1/3RD OF TANK ...:ff re Cl )tat_ ;.. -... a CE ,� APPROV2D 4" N. JAN1e. .it-ZJ Id 18" City of Tukwila uuF ;..e :124...02. e ION BOTTOM EDGE OF SOURCE OF IGNITION AND FINNISH FLOOR LEVEL. RECEIVED CITY OF TUKWILA JAN 102019 WATER HEATER SSIRIkrMBETAI SCALE : N.T.S. •-' 1Cf11 nry APPROVAL REQUIRED •VAWrCFkEI DESIGN STUDI O 1405 BOYLSTON AVE SEATTLE, WA 98122 TEL. 206.322.4323 FAX. 206.322.9177 E- MA I L:I N FOOCATC H ST U DIO. C O M WWW.CATCHSTUDIO.COM ARCHITECT: X61) 1 \7 THAN STATE OF REGISTERED AF.CNITECT SUTAN WASHINGTON PROJECT TITLE: XALWO KISMAAYO 14822 Tukwila International Blvd Tukwila, WA 98168 SHEET TITLE: REVISIONS: CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: DATE: 01/04/19 SHEET# 12' MECHANICAL SCREENING SEE DETAIL PAGE A4 PARKING AREA MECHANICAL SCREENING SEE DETAIL PAGE A4 TYPE 1 HOOD 12" (18 GA. STAINLESS STEEL) (41(W) x 12'(L)) 1 O M'N. tor' EXSITING HVAC MAKE-UP AIR UNIT (MAU-1) REZNOR HEATING UNIT • ROOF PLAN SCALE: 1/4'= 1'-0" ADJACENT PROPERTY (EI TACO MAESTRO FOOD TRUCK) 7 3'-7' 6 REACn-IN ; 5 WORKTABLE FREEZER 3C'x6C" 26 HWT 25 8 WALK IN COOLER 8'x7' 24 2L ELECTRICAL PANEL Ft) OP 23 SINK • 12' GRIDDLE OVEN 36:' 36" TYPE 5 D`l NS'q (18 GA. STAINLESS STEEL) (4'(W) x 12'(L)) WORK TA3L_1 zr x6r.17 t�, HS. CLEAN TABLE 36' DISH • WASHER 20 • J• i 61 r-: [• • c FD Z VfI 21 z GREASE V NiERCEPIOR 22 19 1' If 'icy 2 5 SW COOLER <_S7Rccls WORK TABLE 3;'x60' 7' - to 7 1 CF t3 -N 12 'CE MAKER u P; Prc'c.^ aL 14- 14- 62 c' < pn' 4 y 15 29 •.. 28 4iC3 FD POS 18 52'-11" 10r -8n 6'-1P MMIMMIEMMIll MEM - 42 • 2'-8" 4;:'K.t.' HOOD PLAN SCALE: 1/4"=1'-0" 71' FAN EQUIPMENT SCHEDULE (12'-0" CLASS I HOOD) UNIT BRAND NAME MODEL CFM (REQUIRED) HORSE POWER S.P. ELECTRICAL (PHASE) WEIGHT (Pounds) D.B.A. EXHAUST(VOLTAGE) FAN (EF -1) DAYTON 5PV08 4800 1 1/2 0.75" (115/208-230)/(1PH) 128# 72 D.B.A. MAKE UP AIR (MUA-1) ESSICK AIR PRODUCTS 7AC31 4800 1/2 0.3" (115-230)/(1 PH) 269# 68 D.B.A. MAKE UP AIR FURNACE REZNOR RP -150 Min. air flow: 1225 CFM, Max. Air flow: 2210 CFM 120 VOLTS / 60 Hz / 1 PHASE 217# GAS DUCT FURNACE: (HEATING CAPACITY:120,000 BTU), (HIGH FIRE INPUT: 150,000 BTU) 0 J Ib J Lu Z Lu O I— I— V) < Z Zc Ow ce L.,_Z Q J Dayton Job Name: Submitted By: Mark: Date:4/221201 B Assembled Centrifugal Belt -Drive Upblast Exhaust Ventilator Designed for use in 'gallium -is, sopor, CIXmstdal, and induMnal applications to exhaust contaminated air from kitchen an hoods, up and any from Si. roof. Leakproof. spun aluminum construction features a r0j roled wndband for increased stabiry. •AMM inan backward inclined. nonowroaong CenedW01 'Npel design • Medmm Peet aP temperature 100'F • NEMA 1 junction bed located n mo10413100lure • Optional NEMA 1 and 4 da0mldcts available • Ragre•w8M MON block bearings • ULhJL 705 Listed br Poser amnion • UUMA. 782 Listed for Restaurant ExhaustAppiancea • AIr119ndng Quality teems meal minimum Of LI 010D.000 nouro MICA Baur,&Ar Each My shown ere lamed CA96I to the AMG.e . maps Starr ere *melte arc taS Pednny . CARLnun r obr211 AMCA Prorate, , 311 anmp/P r be mal'aareem bee AMCA GAPS titres Pet ran Performance Characteristics Wait Te2 C®R 1515 E53236 MH12596 CBACaeeed Mtn a 1 1 300 300 250 ego Ido 100 50 0 1 1 • tie 09 0.4 0.2 1190 OD0 mm 2900 3000 4000 CFM 6 • 3016 A I Lty. 54Mere • o Z3Om 343/4 is Construction Features 0 21 Mlpaird••1eleTiTyp. 1.6 MnpSMrType MnpMer Irrdaa Max MIN Temp 0.1111110 rap. Odra Pac•ap• Daulplion 1.0 teaming LeagM 8.4 • -rem Arm Ore 1.2 oneewerY OA ag O4 \ 0.2 901 9090 >1:43^ O 2 4 6 6 m'Ihr X 1000 Air & Sound Performance 10 Motor Information 21 1M in Han kerero Inclined Centrifugal Aluminum 300 •F Regmaseeble Pillow Block Drives Assembled 1 Year Metes /taro Mmeer Voltage Note (Cycle) Motor Kase Nicer & lours WRI Full Load Amps Other Components 4YU31 1151208.230 wfta Open Dlkproaf 1.725 rpm 13211.2-0.6 Ceetmeemit Fee Description Belt Driver Sheave Ddven Sheave D..«Mfb• Fxhaust Fan A27(QTY 1) 1V -43451e AL61x314 oma 84189 32264 4RYR7 Muer MP Me Web Pm PPR Cite CFM Ben 1 112 1.51 1100 •a00•5 6187 230 6.12e• RP 5992 230 ear SP 5780 no estw 5610 220 ter. 5471 215 teat SP 521T 210 0.753" aP 5006 200 3AI51pe tzar SP 4773 4528 180 9] 1.2.1" 3061 186 PMnnann cooled instamilan type A. Free ellIe,55 FreeoW Power '"0(6901 des not Boucle transmission beetre Pederance reeve& not noire the wholeelaµwlenanwro laatmetwes) ire faN "tint110On we loudness rales nfn ems M s a 116 m) F e aaXagafcel 0e.im aloareo pet PICA s1aniam 301. Vanes show) era br inmlibon type A Roe barhemapnercel aa, kvea. Craw 40 ,, away 2013 Operating Range of Drive Package erne Opti Apsrn. FRPM 7PF7111110111 PW!SWTO PePMe1 TO FRP* el IOTO 1100 1056 11026 968 GRAWGMR' I 111=1 Additional Info wesea TO Pume2 v3 TO nu41e3 TO Tee e3I/2TO % ti's 001 817 faP•e420 Wel. d:To mI'41ei TO 841 818 — Evaporative Cooler, Ducted w/Drh/e Evaporative Cooler, Ducted With Drive, 4500 CFM, Motor HP 1/2, Voltage 1151230, 9.6/4.8 Amps, Side Discharge, Height 34 1/2 In, Width 34 118 In, Depth 34 1/8 In, Duct Opening Length 17 3/4 In, Duct Opening Width 17 3/4 In, Water Capacity 12.5 Gal, Operating Weight 269 Pounds, Incudes Single Speed Motor, Drive and Driven Pulleys, Pump, And Rigid Evaporative Media Grainger Item # 7AC31 Brand ESSICK AIR PRODUCTS Mfr. Model # 2YAEA-41U13 Ship Weight (lbs) 178.3 • Un assembled Evaporative Coolers • Pull hot dry air through wet pads, converting the hot air into a cool breeze through evaporation. • Environmentally friendly process uses tap water with no added chemicals, and operates of less energy than condenser air conditioners. Rugged, rust- and corrosion -resistant, bol ted design for smoothy quiet, long service. Louvers are easy to remove for service. Ducted units without drive rnotorinclude drive pulley and aspen fiber evaporative media; motor must be purchased separately. Single -inlet units without drive motor include rigid evaporative media; mctor and drive pulley must be purchased separately. • Uses: Provide indoor and outdoor cooling for most industrial, commercial, and residential settings. Tech Specs • Item: Evaporative Coder • Type: Ducted With Drive • CFM 4500 • Drive: Belt • Speed: 1 • Motor HP: 1/2 • Voltage: 115/230 • Amps: 9.6/4.8 • Discharge: Side • Height (In.): 34-1/2 • Width (In.): 34-1/8 • Depth (In.): 34-1/8 • Dunt Opening Length (It.): 17-3/4 • Duct Opening Width (In.): 17-3/4 • Pad Thickness (In.): 2 • Water Capacity (Gal.): 115 • Operating Weight (Lbs.): 269 F111a to yy .,...,'1 A ( L�.S City of 'Tukwila BUILDING DIVISION 1 1 Ct*iT PYP( INU RAMS - R PER+y EALliRED @VAWrCIXI DESIGN STUDIO 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL:INFO@CATCHSTUDIO.COM W W W.CATCHSTUDIO.COM ARCHITECT: 6192 ARCHITECT THAN SIJTAN STATE OF WASHINGTON PROJECT TITLE: XALWO KISMAAYO 14822 Tukwila International Blvd Tukwila, WA 98168 SHEET TITLE: HOOD PLAN ROOF PLAN REVISIONS: • CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: DATE: 01/04/19 SHEET# ack E(E)ROOF STRI I(`TI IDT= e CEILING HT EL. 7'-10" 10' MIN . FROM ANY HAZARDOUS OR NOXIOUS CONTAMINANT SOURCE 18"MIN. TYP. EXHAUST FAN (EF -1) 17 x1T'ALLAROUND CONTINUOUS TIGHT / WELDED GREASE DUCT (16 GA. j GALVANIZE STEEL) (THERMAFLEX) G-KMI FLEXIBLE AIR DUCT 1 I 16X16" OR EQUIVALENT AREA, 26 GA. MIN. GALV. MAKE-UP AIR MAIN DUCT _ / REZNOR RP -150 GAS DUCT FURNACE, CFM: 1225 CFM, MAX 2210 CFM. GAS INPUT r 1 150,000 BTU. 10' MIN . FROM ANY HAZARDOUS OR NOXIOUS CONTAMINANT SOURCE MAKE-UP AIR UNR (MAU-4) 1G r NOTE: EXHAUST FAN AND MAKE UP AIR SHALL BE INTERLOCKED FOR SAME TIME OPERATION PER SECTION 508.1.1, 2015 IMC (SLEEPERS (4"X4') EQUIPMENT SCHEDULE # DESCRIPTION 1 OVEN 36' 2 GRIDDLE 3 6 BURNERS 4 DEEP FRYER FIRST FLOOR bQ 12-0" TYPE I HOOD N 3/8"THREADED ROD TRE TO HOOD HANGER BRACKET WITH HEAVY DUTY LOCK NUTS. TYP. N 'o 16"MIN 22 GA. S.& OVER NON-COMBUSTIBLE WALL AS FLASHING. 18" MN. OVER EXHAUST HOOD TOP AND SIDE EDGES 6"MIN I 4 gem L O o 0 OOD TYPE I HOOD 12'-0" FRONT ELEVATION 1 SCALE : 1/2" = 1'- 0" 1 x 4 CEDER PAINTED BUILDING COLOR TYP. SPACED 2' APART TO A LLOW FLOW 2" x 2' x 1/4" GALV. STRUT ANGLE BRACE w/ (3) #8 x 2' LAG SCREWS INTO TOP & BOTTOM 4 x 4 4x4P.T.TYP ELEVATION VIEW EXHAUST FAN SCREENING DETAILS (E) DOOR 002 1 20"X20", 16 GA. GALV. STEEL, ALL LIQUID TITE WELDED EXHAUST DUCT TYP. SEAL AROUND DUCT PENETRATION W/ 3M FIRE CAULKING. TYP. GREASE ACCESS DOOR CLEAN OUT (ONE PER 10' & EACH TURN) CLEAN OUT REQUIRED AT EVERY CHANGE OF DIRECTION. (EF -1) Li EXISTING EXTERIOR BRICK WALL 8"r NEW FURRED OUT 5"METAL STUDS 619O.C. 20 GA MIN.GALV. 5/8" TYPE'X' FIRE RATED SHEET ROCK STAINLESS STEEL WALL W/ ROXUL AFB 1 HR FIRE PAD 1" DETAIL 2.1 SCALE : 3/4" = 1'-0" 3/8" THREADED ROD TITE TO A HOOD HANGER BRACKET WITH \ HEAVY DUTY LOCK NUTS. TYP. INSTALL AUTOMATICALLY ACTIVATEZ COOKING OCCURS (HEAT SENSOR) GREASE GUTTER STAINLESS STEEL WALL W/ ROXUL AFB 1 HR FIRE PAD 5/8" TYPE "X" FIRE RATED SHEET ROCK 3" AIR SPACE — NEW FURRED OUT 5" METAL STUDS @ 16" O.C. 20GA MIM. GALV./ �" EXISTING EXTERIOR BRICK WALL '/ SEE DETAIL 2.1 FILTER GREAS GUTTER INSTALL AUTOMATICALLY ACTIVATE COOKING OCCURS (HEAT SENSOR) COOKING EQUIPMENT / FINISHED FLOOR TYPE I HOOD 12'-0" SECTION 2 SCALE : 1/2" = 1'- 0" 10' MIN. TO ANY AIR INTAKE AND PROPERTY LINE IN ANY DIRECTION; 10'MIN. FROM SAME OR ADJACENT BUILDING. BRACKET ROOF LINE THREADED CABLE ROOF CURB Z GREASE m DUCT EXISTING SHAFT TO ROOF TOP ROOF TOP 40' ABOVE GROUND EXHAUST FAN @ ROOF LEVEL J EXHAUST DUCT 3"MIN. OVERLAY. TYP. ONE LAYER FIREMASTER FASTWRAP 1.5" THICK OR EQUIVLANT STEEL BANDING%' WIDE MIN. OR PINNING. TYP. TYP. FIRE WRAP OVERLAY DETAIL FIRE WRAP MATERIAL: PRODUCT: 3M FIRE BARRIER DUCT WRAP 15A. 15 NON -ASBESTOS, CONTAINS A SAFER FIBER CONSTRUCTION AND CONSISTING OF A PATENTED INORGANIC BLANKET ENCAPSULATED WITH A SCRIM -REINFORCED FOIL. SPECIALLY USED TO FIRE RATE COMMERCIAL KITCHEN GREASE DUCT AND IS A PROVEN ALTERNATIVE TO 1 OR 2 HOUR FIRE RESISTANT RATED SHAFT ENCLOSURES. E)200: STRUCTURE oip EL. 9'-10" F CEILING HT. EL. 7'-10" RST FLOOR BUILDING NOTES: BOTH A PERFORMANCE TEST AND A CAPTURE AND CONTAINMENT TEST WILL BE PERFORMED AT THE TIME OF THE FINAL INSPECTION ACCORDING TO SECTION 507.6.1.,2015 IMC.. NOTES: 1. THE EXHAUST FAN & MAKE UP AIR SYSTEM WILL BE CONNECTED BY AN ELECTRICAL INTERLOCKING SWITCH FOR SAME TIME OPERATION. 2. ALL EQUIPMENT SHOWN ON THIS DRAWING SHALL BE AS SPECIFIED OR EQUAL 3. THE PROPOSED WALL 10 BE CONSTRUCTED TO MEET THE FIRE CODES FOR TYPE 1 HOOD (1 HR. FIRE RESISTIVE SHIELD). 4. STAINLESS STEEL SHEET SHALL COVER THE ENTIRE COOKING AREA. 5. ALL HOOD, DUCT JOINS, & SEAMS SHALL BE EXTERNAL GREASE TIGHT WELD. 6. EXHAUST FAN SHALL BE 40" (MIN.) DISCHARGE ABOVE ROOF. 7. MIN. DISTANCE BETWEEN EXHAUST FAN & MAKE UP AIR SHALL BE NO LESS THAN 10'. 8. FIRE SUPPRESSION SYSTEM WILL BE UNDER SEPARATE PERMIT. EDO DESIGN STUDIO 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL:INFO@ CATCHSTU DIO.COM W W W.CATCHSTUDIO.COM ARCHITECT: 8192N REGISTERED ARCHITECT TNAN SUTAN STATE OF WASHINGTON /GA VANIZE BRACKET MANUFACTURER: WESTERN STATES FASTENING SYSTEMS PART #: 50943 No. 14 NON-COMBUSTIBLE 1.5" HEX. WASHER SELF DRILL SCREWS PROJECT TITLE: XALWO KISMAAYO 14822 Tukwila International Blvd Tukwila, WA 98168 SHEET TITLE: HOOD ELEVATION DETAIL 2.5" METAL FASTENERS BETWEEN S/S WALL & WALL FRAME 1.5" METAL FASTENERS BETWEEN HOOD & SUPPORT BRACKET 3" No.10 FASTENERS BETWEEN STUD WALL & SUPPORT BRACKET ION CENTER OFF FRAMING STUDS] METAL FRAME 16 GA. GALVANIZE SUPPORT BRACKET 3" STAND OFF STAINLESS STEEL FLASHING 12EGA.R"U" CHANNEL BARGSUPPORT 3,8" THREADED STEELEROD BRACKET WELDED ONTOEHOOD UL 300 TESTED FROM MANUFACTURE (GREATSON, CORP) us MAKE UP AIR SECTION I- 1 1 16gGA.cSTAINLES1 City of Tukwifa STEEL.TYPEII BUILDING DtViSI{,N GREASETHOOD RECEARATE CITY OF JAN 1 MED PERMIT G 1 ; El; REVISIONS: CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: DATE: 01/04/19 SHEET# M2 September 29, 2009 Project No. 3189370 Keith Ta Great Sun Corporation 505 South Lander St Settle, WA 98134 Phone: (208) 683-1414 E-mail: ktaagreatsunocro.com 16015 Shady Falls Road Elmendort Texas 78112 Telephone: 210635-8100 Facsimile: 210-835-8101 www.interteketlsemko.com Subject: UL 710 Evaluation d GSH -4 Series Exhaust Hood Dear Mr. Ta, This letter condu des and represents the results of the evaluation and tests of the above referenced equipment to the requirements contained in the following standards: UL 710, Standard for Safety for Exhaust Hoods for Commercial Cooking Equipment, Fifth Edition, Dated December 28, 1995 with revisions through and including February 2, 2007. This investigation was conducted on the Model GSH -4-10 exhaust hood we received on September 22, 2C09 and evaluated on September 28, 2009 at the Intertek Testing Laboratory in Elmendorf, Texas. The exhaust hood with integral air supply plenum tested in accordance with UL710 was constructed of and supported by stainless steel not less than Type 304 0.043 -in (No. 18 MSG) in thickness and stainless steel not less than 0.037 -in (20 MSG) in thickness. All seams and joints of the hood enclosure that directed and captured grease -laden vapors and exhaust gases were liquid -tight, and continuously welded. Internal hood joints, seams, filter support frames and appurtenances attached inside the hood are to be sealed or otherwise made grease tight The hood was provided with grease baffle filters that were tested and approved UL1046 Listed grease fitters. The lighting fixtures incorporated in hood were UL 1571 Listed Incandescent Light Fixtures. We are happy to inform you that your exhaust hood is compliant to the standard listed above. The test methods used to establish conformance were taken directly from the UL 710 standard and are fisted below Test Method UL 710 ComoliantlNon- CCompliant Temperature Test Clause 30 Compliant Cooking Smoke and Flare -Up Test Clause 31 Compliant The results cf the Temperature Test indicated that maximum temperature rise attained by an exhaust hood part during the test was well below the applicable values indicated in Column 1 of Table 30.1 of the standard. To this effect, the exhaust hood met the conditions of acceptance for the temperature test. The results of the Cooking Smoke and Flare -Up test were instrumental in establishing the hood ratings listed below in Tables 1 and 2 below, for total capture and containment for the exhaust hood: Page 1 of7 The report Is for the escrows use otInmmk's Clare and Is molded pursuant to Ne agreement beton Intern and as CIM. Intense's responselliry aro lialityare (need to the tams and condemns or Ne acs mord. Wert* mums no kabilkyto any pant, oger than lc Ne Orem in accordance vet the ereemert. for any loss, ppense or damage ooaaoned by Ne use of ass report Ooythe OIM is adsorbed to perms copying a distribution of Nis report end Nen only er As entrap. Aro ux of N. worse nam, nr me rt ec naris Int rM sant or AMnitkarrnrr rete IMAs remnant. pawn re purrs mreamhp apprmed mnnrke by Ir,trrtS The anrnnlims and tern results n this report re re truant only the sample tested. This re Cort by itself does not inplyltreme material, product or service leer has mer been under an Inbtek careetatda pogmn. intent* Testing Son ices NA, Inc. SD 121.1(8/19108) Informative Letter Report 3189370SAT-001 Issue Date: 929/2009 Great Sun Corporation Revised: NA GREAT SUN CORP. A H4. FL . t P SAIF! end Ern FT. PAA'1 q:•:.: .?pZ:PG.d$-r6;e r. B 16 GA GAL VANCED SUPPORT 6RAChET TYPICAL UNISTRUT HOOD SUPPORT DETAILS dq WAS:TRW SLP'JR' ▪ ':r cc :C; ]:Ur.'':' eA„ m• -f alfa' / M - AAA.•e . _ — ▪ St Installation Schematic (cont.) Aft ? IHR=AOFC' SI:ELICV— • a Grim) empty -_.r— are. EO CRIB/COD n s ;ra.IreF_ `.x nye n:c0 Page 1 of 7 terlek Testing Se -vices NC. Inc. SD 1212;el' 3'08)Inbnnaove bEABi CIE Letter Report 3189370SAT-001 Great Sun Corporation TABLE 1: Minimum Size Exhaust Hood Rating Issue Date: 9/29/2009 Revised: NA Hood Model Hood Width (in) Hood Length (in) Hood Height (in) Exhaust Collar (in) Appliance Temperature (•F) CFIWR SideiRear7Front Clearance (in) Minimum Cooking Surface Distance (in) Maximum Cooking Surface Distance (in) GSH -4 Series 48 216 20 18 x 18 400 200 10; 6; 9 24 45 GSI -I4 Series 48 216 20 18 x 18 600 200 10; 6; 9 24 45 GS1-1-4 Series 48 216 20 18 x 18 700 200 10;6; 9 24 45 TABLE 2: Maximum Size Exhaust Hood Rating Hood Model Hood Width (In) Hood Length (In) Hood Height (In) Exhaust Collar (In) Appliance Temperature (°F) CFWI't SldelRearlFront clearance(in) Minimum Cooking Surface Distance (in) Maximum Cooking Surface Distance (in) GSH -4 Series 48 216 20 18 x 18 400 300 0; 6; 6 24 45 GSH -4 Series 48 216 20 18 x 18 600 300 6; 6; 9 24 45 GSH -4 Series 48 218 20 18 x 18 700 300 6; 6; 9 24 45 As per the compliant results mentioned, the Listing Report No. 3189370SAT-001 will now updated to include hood ratings, and recognition for similarly constructed hood models between 48 -in to 216 -in long, 48 -in wide, 20 -in high. The Certification Listing Report No. 3189370SAT-001 will be finalized as soon as we receive the pending information that is required for the report. If there are any questions regarding the results contained in this report, or any of the other services offered by Intertek, please do not hesitate to contact us. For your convenience, photos of the testing that was conducted have been included in the following pages of this letter report. We appreciate all of your cooperation and effort with regards to providing us with the necessary information to test your hood. We look forward to working with you again in the near future for any and all of your testing needs. Thank you, Jason De La Cruz Intertek CKV Engineer Completed by: Jason De La Cruz Reviewed by: Cory Machado Title: Intertek CVK Engineer Title: Senior Project Engineer Signature: t I p . Signature Date 09/29/2009 Date: 09/29/2009 Page 2 of 7 Letter Report 3189370SAT-001 Great Sun Corporation GREAT SUN CORP. Mrr-.#'_i O. a.%Ail., Intertek Testng Senitee KA Int. JJ-77.EXHAJST -.' FAN , .5012.12 (6f19A6) Infameeve sere Date: 9/29i2009 Revised: NA _ . J f: : •;ur :ri se. Jot ( MAKE LF _L AIR _t<Hd fi 1; --7r 1 f) II I1 11 FRONT YIEYI sCJLf • : e 1' Installation Schematic (cont) • ".,Iia:• •.31.1 y..:yva:15:. ..A ., .I:. spm wr i Page 5d Intertek Tasting Services WA, Ire. SD 12 1.2 (6.13108) Irfermative Intertek Letter Report 3189370SAT-001 Great Sun Corporation GREAT SUN CORP. null ,.in n: OMTu.. a $.lar6:uFM Me u.uu Y 'bay. WA NII. FIRE WRAP ALL AROUND CONTINUOUS TIGHT WELDED 16 GA. — GALVANIZE DUCT EXISTING WALL ALL AROUND CONTINUOUS LIQUID TIGHT WELD BETWEEN DUCT AND H000 SYSTEM r STAINLESS STEEL (20 GA.) FLASH METAL STUD WALL FRAME 98" TYPE "X' FIRE RATED • SHEET ROCK STAINLESS STEEL WALL w7 ROXUL AFB I HR FIRE PAD 3" AIR SPACE FLOOR -1 Issue Date: 9/29/2009 Revised: NA lir THREADED STEEL ROD (FRONT SUPPORT) 24 GA. GALVANIZE •T it MAKE UP AIR DUCT N. \(!y.,• MAKEUP UL LISTED 1 FILTER \'‘, AIR VENTS ~T\._ 18 GA. STAINLESS TEMPERED STEEL TYPEI ('I ASS GLOBE GREASE HOOD GREASE GUTTER 1,a - COOKING EQUIPMENT I 1; OSECTION ELEVATION VIEW SCALE: Y2 =1' Installation Schematic Pegs 3 of 7 Inteeek Testing Semites NA Inc. EMI Letter Report 3189370SAT-001 Great Sun Corporation .81) 12.12 (&Y9108) infarctive Issue Date: 9/29/2009 Revised: NA UL 110. Great Sun Corp. -September 28, 009 Photo 1 -10ft. Hood Assembly C JAI410 L:. o City of Tukwila BUILGNNG @PlitTe0 DESIGN STUDIO 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL. 206.322.4323 FAX. 206322.9177 E-MAIL:INFO@CATCHSTU DIO.COM WWW.CATCHSTUDIO.COM ARCHITECT: 8192 REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON PROJECT TITLE: XALWO KISMAAYO 14822 Tukwila International Blvd Tukwila, WA 98168 SHEET TITLE: CUT SHEET HOOD DETAIL REVISIONS: Photo 2 -101t. Hood Assembly - Typical Cooking Smoke and Flare -Up Test Page 6 of 7 Intertek Testing Services NA, Inc. SD 12 12 (8/19/08) Informatwe RECEIVED CITY OF TUKWII. g 1 PER Y;IT�AND PERiY}iT4010 t1 REQUIRED CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: DATE: 01/04/19 SHEET# M3