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Permit D16-0084 - CHEVRON - REPLACE WALK-IN COOLER
CHEVRON 15060 TUKWILA INTF.RNAT'IONAL BLVD D16-0084 Parcel No: Address: Project Name: 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.gov DEVELOPMENT PERMIT 0041000680 Permit Number: 15060 TUKWILA INTERNATIONAL Issue Date: BLVD Permit Expires On: CHEVRON D16-0084 6/23/2016 12/20/2016 Owner: Name: Address: Contact Person: Name: ROYAL RSP LLC 2945 S 296TH PL, FEDERAL WAY, WA, 98003 BRAD KAOL Address: 1733 FERNDALE AVE SE , RENTON, WA, 98058 Contractor: Name: BIRK ENVIRONMENTAL LLC Address: 11220 SE 266TH PL , KENT, WA, 98030 License No: BIRKEEL892RT Lender: Name: Address: Phone: (206) 200-0015 Phone: (206) 455-4776 Expiration Date: 3/29/2018 DESCRIPTION OF WORK: RENEWAL OF PERMIT D15-0019 THAT WAS EXPIRED, FINAL INSPECTION ONLY. REMOVE EXISTING WALK IN COOLER, INSTALL NEW COOLER Project Valuation: $90,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $561.85 Occupancy per IBC: M 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: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: 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: 0W.23//4 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state 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: 4 isCnre{ eisfvft 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: 3: 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) 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) 4: Maintain fire extinguisher coverage throughout. 5: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 6: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 7: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 8: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 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 1011.1) 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 section 1011.5.1 of 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 1011.6) 11: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 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 1011.6.3) 13: 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 1006.3.1) 15: 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. 16: 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: 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. 19: 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) 17: 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) 20: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 21: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 22: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 14: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 25: ***BUILDING PERMIT CONDITIONS*** 26: 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. 27: 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. 28: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 29: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 30: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 31: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 32: All wood to remain in placed concrete shall be treated wood. 33: 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. 34: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 35: 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. 36: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 37: 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). 38: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 39: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 40: 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. 41: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0201 FOOTING 0409 FRAMING 0606 GLAZING 0401 ROOF SHEATHING 0602 SLAB/FLOOR INSUL 0406 SUSPENDED CEILING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUK LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. (ga Q(' - Project No. p� Date Application Accepted: C1/24f ite (For office use only) Date Application Expires: 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 i 5 6©— 'Tcsc� W 1 e114722A-A1,47100-0- 5x,103 ,70,1t0-144" King Co Assessor's Tax No.: ®bIf /coo-- e4so Site Address: /in0. KW 11449 VICA17,76WAI-Bqh Suite Number: Floor: I Tenant Name: A.tc&iail G;4S eedkti=111046Z ccT44a PROPERTY OWNER Name: r.401. - Name: .Q lyt,,,. 4ZsV 1 -4(2 - Phone: +jok‘ Av.. eco. Fax: Address: (.57,60 T'(wjti44 /i7, 3/2) City:Ki�tl�l State: LNC Zip: CONTACT PERSON - person receiving all project communication Name: r.401. - Address: 1 7,33 f20 Ace il- City: gR,__aJ State: Nd� Zip9� _ l Phone: +jok‘ Av.. eco. Fax: Email: , ?3ce CM - s4 E ,656l GENERAL CONTRACTOR INFORMATION Company Name: btu ier Vi KIWI stmer- 1. C - Address: i (ate Se, 266te tiled Architect Name: sg" Kt (IL City: kmtirr State: WA' Zip: qtajo Phone: 6,.14-5_„ rT6 Fax: City: ya oRAL w,ef State: km Contr Reg No.: Exp Date: Phone: 29-etr/5 Fax: Tukwila Business License No.: Email:j) kph - @ R . eeyr HAApplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh New Tenant: ❑ Yes 17.. No ARCHITECT OF RECORD Name: 1,01.ica..l S P L& G Company Name: ilt», ,v s'GA/ Aksodroxs 41.4 Architect Name: sg" Kt (IL State: t,„,4_4_ Zip:?Jy1C Address: 3 z 6.0 ' _ la 4v5 3,&. Engineer Name: City: ya oRAL w,ef State: km Zip:473 Phone: 29-etr/5 Fax: Email:j) kph - @ R . eeyr City: ENGINEER OF RECORD Name: 1,01.ica..l S P L& G Address: /�d (.O 71 / Company Name: State: t,„,4_4_ Zip:?Jy1C Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 1,01.ica..l S P L& G Address: /�d (.O 71 / City: /tel/ _,1k State: t,„,4_4_ Zip:?Jy1C Page 1 of 4 BUILDING PERMIT INFORMATIO 206-431-3670 Valuation of Project (contractor's bid price): $ 460 100 Existing Building Valuation: $_ 5X3 19O Describe the scope of work (please provide detailed information): i/1r9t14 cures -.10/e6e9z0A /ds -u. Pao .FAO7fl fakehk �. ' ► ~ ri - ,74 Will there be new rack storage? ❑ .... Yes JEr o 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): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Cr Compact: .3 Handicap: iT Will there be a change in use? El Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers NQ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes XI 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 ❑ 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 Applications5Permit 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 lst Floor 3 o c© leo c ® N1-.3 k( 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport 2609" ® 0 0 Fl —ri M Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Cr Compact: .3 Handicap: iT Will there be a change in use? El Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers NQ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes XI 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 ❑ 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 Applications5Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOr'IATION — 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 ❑ ... Sewer Availability Provided ❑... Renton 0... Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond ❑... Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ 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 ❑ ...Geotechnical Report ❑... 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 ❑... Work in Flood Zone ❑ ... Storm Drainage ❑ ... Abandon Septic Tank ❑ ... Curb Cut 0...Pavement Cut ❑... Looped Fire Line Domestic Water ❑ ... Grease Interceptor ❑... Channelization ❑ ... Trench Excavation ❑... Utility Undergrounding ❑ .. Permanent Water Meter Size (1) " WO # (2) " WO # _ (3) " WO # ❑ .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) " WO # 0 .. Water Only Meter Size WO # ❑ .. Deduct Water Meter Size " ❑ .. Sewer Main Extension Public ❑ Private ❑ ❑ .. Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H: Applications\ Forms -Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 PERMIT APPLICATION NOTES • Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 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 0 ER OR AUTHORIZED AGENT: ifF Signature: 41110L (T(S " Ca taILQ 1. cuCvz) Date: AtAlio2 Q iz44; Print Name: Y314� � lyQj N 1'4 Day Telephone: 7t7 if $.76.'^-1/77C Mailing Address: if �2C .Z!' 1 tACe Via- 'Pedigo City H:\ApplicationsWorms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $493.60 D16-0084 Address: 15060 TUKWILA INTERNATIONAL BLVD Apn: 0041000680 $493.60 DEVELOPMENT $467.00 PERMIT FEE R000.322.100.00.00 0.00 $467.00 TECHNOLOGY FEE $26.60 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R8813 $26.60 $493.60 Date Paid: Thursday, June 23, 2016 Paid By: BIRK ENVIRONMENTAL LLC Pay Method: CHECK 1426 Printed: Thursday, June 23, 2016 11:37 AM 1 of 1 (rIM I SYSTEMS Cash Register Receipt City of Tukwila • DESCRIPTIONS I ACCOUNT I QUANTITY I PermitTRAK PAID $68.25 D16-0084 Address: 15060 TUKWILA INTERNATIONAL BLVD Apn: 0041000680 $68.25 DEVELOPMENT $65.00 PERMIT FEE R000.322.100.00.00 0.00 $65.00 TECHNOLOGY FEE $3.25 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R8047 $3.25 $68.25 Date Paid: Tuesday, March 29, 2016 Paid By: BIRK ENVIRONMENTAL Pay Method: CHECK 1396 Printed: Tuesday, March 29, 2016 12:13 PM 1 of 1 CRMVSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit bite -008g 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: 4/1i✓E/te / Type of Inspection: , bffi[.D/N& frrL. Address: /$06077JKGJ/44 /W72.I,p Date Called: Special Instructions: Date Wanted: Z--9—/7 Ca.m p.m. Requester: Phone No: Approved per applicable codes. L, 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. INSPECTION RECORD Retain a copy with permit bi62- OC)E1'1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: ice/60 % /J�i c!%L4 ) 2- &v Date Called: Special Instructions: Date Want � a m. m• Requester: Phone No: Approved per applicable codes. RICorrections required prior to approval. COMMENTS: C� Pe.allbe >xs, L l e -e aa✓706A-L. "4ppi2/+L CA) ( vi/S = X1 1 Inspector:A .4741 Date :6 3°/ n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. re rowINSPECTION RECORD Retain a copy with permit TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projec/t';�,��• r�� C V Type of Inspection: 6Yn6e6cy uG, &- Address:,�,,,,�� / 961 � iM ,�N7-'L &A Date Called: Special Instructions: Date Wante,�> i /.. a.m. Requester: Phone No: Approved per applicable codes. L] Corrections required prior to approval. OIVI M ENTS: it174 Nerrr'' Na Inspector: )( Dater) _ r 0 ,_i . 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 i)/6-'008 Lj J INS :_ c!ON 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:^r /n (�/"7GV Ro / Ty of Ins ection: '' C 11 -WC- -1";;Calikiki Address: Te , it l .` Special Instructions: T'L $U/D Date Called: Date Wanted: 1 G a.; P Requester: 0, Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: nspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspeftion, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD i Retain a copy with permit D/6��� PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr9jec ! / l�!-I J Type of Inspection: / 7'.) A6c1 LA, -/a Address: /5-E960 -fv .1 -",-ST .. i3L.v Date Called: Special Instructions: Date Wante • 6'' 7 / a.m. p.m. Request : Phone No: LIApproved per applicable codes. nCorrections required prior to approval. COMMENTS: oI6 VAra ISA Krt, A -f C1 z.,a-9-1 Inspector: 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. DM -003V CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-36;70 Permit Inspection Request Line (206) 438-9350 (( Pro%J'�.c�,t: , l .U�/1/ rat✓1 Type of Inspectio : �/(jtJL i_. f- 4 C J� J Addr.ess: i S b (a v 1-‘xTAA- i (iI L'ot D to Calle•. Special Instructions: ipm'- Date W me - riV a.m. p.m. Requester: Phone No: nApproved per applicable codes. El Corrections required prior to approval. COMMENTS: /d/A L,1ALL 5U? AV?761 Inspector* %1ti1 Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit (6 -(,y PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: CVS Type of Inspection: 47 Address: Suite #: /5060 7T].i3 Contact Person: Special Instructions: Permits: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: -ie Pre -Fire: Permits: Occupancy Type: 1,f k.vAi — f 1"� SSa l � t N 31 ho --7-e Niiz - Avsnee w -\ ,� iv� x j; ft�. i -1 57,, ',1� wr�s ' u riif---e it 1. U Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:. 7?1 7 Date: 7f2„,r// Hrs.: / v $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Goedeke Engineering Bellevue, WA 425-417-5163 r ►', Job: Date: jc e,.,, of Page 12 --bo-- t�YQ tM 9. (tel 6_ex. pa -r....- 1 ) £: 72 (sP RECEIVED CITY OF TUKWILA r.� �....i G.J 'ERMFT CENTER 1 ° CREVIEWED FOR ODE COMPLIANCE APPROVED JUN 082016 4-0 $ = 3403 5'-° 2oa-P J> ov City of Tukwila ISION 3 akYo G \/-I,S�` 17ro it o iesr e I- 4 -01734L -(2r) 130 -plc. 24 I1oc, 5 7.6;1I it Goedeke Engineering Bellevue, WA 425-417-5163 Job: Date: Page zfo? (i) — 153.1 -p eirma. 2- 0,55" -V'a o Envelope Summary Zones 4c/5b ENV -SUM 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stpliesrtdwaR Revised Oct2013 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write -protected. Project Address 15060 Tukwila International Blvd ci-P rteOF T 1 1 K'A1VR./7-/2015 Tukwila, WA 98188 For Building Department Use C 4 2 J •, CENTER w ,,i.:.11 Applicant Name: Royal xs6, LLC J Applicant Address: 15060 Tukwila International Blvd Pt = RM IT Applicant Phone: 206-200-0015 Project Description Change of Occupancy/Conditioning ❑ New Building ❑ Addition ✓ Alteration ❑ Compliance Path Selection required to enable forms. Q +• Prescriptive p 0 Component Performance 0 Total Building Performance n Occu ac Group y Selection required to enable forms. 0 Commercial 0 Group R - R2 & R3 over 3 stories and all R1 Vertical Fenestration and Skylight Area Calculation If complying via the Prescriptive path, enter values for vertical fenestration, skylights, gross walls and roof on this ENV -SUM worksheet. If complying via the Component Performance path, enter these values in the ENV -UA worksheet. These values auto -fill from ENV -UA and are write -protected on ENV -SUM. Total Vertical Gross Exterior Fenestration Above Grade % Vertical (rough opening) divided by Wall Area times 100 equals Fenestration 457.0 • 2610.0 X 100 = 17.5% Gross Exterior Total Skylight divided by Roof Area times 100 equals % Skylight 0 . 0 • •0 . 0 X 100 = Fenestration Area Compliance Vertical VERTICAL FENESTRATION AREA COMPLIES Fenestration Area Skylight Area REV#EWED Vertical Fenestration Alternates 0 50% or more of the floor area is within a daylight zone per C4 0 High Performance Fenestration U -factors and SHGC per C40 FOR CODE COMPLIAN( .3.1.3 APPROVED Single Story Spaces Requiring Skylights Compliance Method ❑ Skylight area 3% or greater, VT -0.40 or greater ❑ Skylight effective aperture 1% or greater, provide calculation ❑ Space eligible for exception JUN 0 8 2016 • /r City Requires a minimum of 50% of floor area to be within a skylight da space types. Refer to C402.3.2 for requirements. ofr Tukwila li{�E �o*erk�ipppsifi�IV151® uV�`V I�IV U Semi -Heated Spaces ❑ Project has semi -heated spaces as defined per C402.1.4 ❑ Applying wall exception to semi -heated spaces 1. Semi -heated spaces may comply under Prescriptive or Component Performance compliance path. 2. Semi -heated spaces shall be documented separately from other conditioned spaces — provide separate compliance forms for each conditioned space type. 3. Envelope elements separating semi -heated from other conditioned spaces shall comply with exterior thermal envelope requirements. Refrigerated Spaces Freezer Warehouse Freezer only. Compliance documentation for the ENV -PRESCRIPTIVE form. Refer ✓ Walk-in Cooler ❑ Walk-in ❑ Refrigerated Warehouse Cooler ❑ Refrigerated Refrigerated spaces shall comply under the Prescriptive Path these areas may be combined with non -refrigerated areas in to C402.5 and C402.6 for requirements. Mixed Occupancy and/or Space Conditioning Project includes more than one occupancy type and/or level compliance forms may be required. Select all that apply to scope ❑✓ Commercial ❑ ' = R3 over 3 stories an.. of space of R1 . conditioning. Multiple project: ✓ `, ) r • . ms f. ✓ Fully Conditione. ted ❑ R2 & R3 - 3 stori: *Low energy areas are i •lope p these areas are not re. efe • . exemptio Prescriptive Path, pg. 1 Zones 4c/5b ENV -PRESCRIPTIVE 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Oct 2013 Project Address 15060 Tukwila International Blvd Date 01/27/2015 Occupancy Group Q Commercial 0 Group R For Building Department Use Fenestration Area as % gross above -grade wall area 17.5% Max. Target: 30.0% Skylight Area as % gross roof area Max. Target: 5.0% Vertical Fenestration Alternates: None Selected on ENV -SUM Prescriptive compliance of envelope assemblies may be accomplished by providing insulation R -values per Table C402.2 or U-factors/F-factors per Tables C-402.1.2 and C-402.3. A single project may comply via R -values for some envelope assemblies and U-factors/F-factors for others. Note compliance method taken for each assembly in spaces provided. Building Component Provide page/plan # of assembly detail and ID. R -Value for Prescriptive Compliance U-Factor/F-Factor for Alternative Prescriptive Compliance Cavity Ins. R -Value Continuous Ins. (CI) R -Value Alternate CI R -Value (Table C402.2 Footnote F)1 Assembly U -Factor U -Factor Source (Appendix A, Chapter 3 table, or approved calculation method) Roofs aa) 0 ID: ID: ID: N 0° 5 ID:Existing to remain (no work) ID: ID: m r 0 ID: ID: ID: Opaque Walls - Above E u'-: 2 ID:Existing to remain (no work) ID: ID: -o °D 2 ID: ID: ID: M $ ID: ID: ID: /N m 2 ID: ID: ID: Below Grade Walls ID:N/A ID: ID: ID: Floors N m 2 ID:N/A ID: ID: o 0 E as IL ID:N/A ID: ID: Perim. Ins. R -Value Full Slab CI R -Value F -Factor F -Factor Source Slab -on -grades Unheated ID:Cooler Box Slab (detail 3/A3.1) ID: ID: 10.0 0.540 table 402.1.2 ami = ID: ID: ID: Note 1 - Calculations are required. Ratio of cross-sectional area of metal penetration through otherwise continuous insulation shall be 0.04-0.08%. Note 2 - Thermal spacer blocking and liner system are required for prescriptive R -Value compliance. Note 3 - Intermediate framing is required for prescriptive R -Value compliance in wood -framed wall assemblies. Note 4 - Proposed non-residential building CMU walls meeting Table C402.1.2 Footnote D requirements can enter the target U -value of 0.104. Note 5 - Refer to Table C402.2, Footnote E for prescriptive R -Value requirement for steel floor joist assemblies. Note 6 - Prescriptive slab -on -grade insulation shall extend from top of slab to minimum length per an approved method as defined in C402.2.6. Prescriptive Path, pg. 2 Zones 4c/5b ENV-PRESORIPTIVE 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over : Revised Oct 2013 Project Address 15060 Tukwila International Blvd Date 01/27/2015 Fenestration Area as % gross above -grade wall area 17 .5% Max. Target: 30.0% For Building Department Use Skylight Area as % gross roof area Max. Target: 5.0% Notes: 1: If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustment worksheet for this calculation. 2: Provide U -factor for the fenestration assembly, which is the combination of frame and glazing Building Component Provide page/plan # of assembly detail and ID. R -Value for Prescriptive Compliance U-Factor/F-Factor for Alternative Prescriptive Compliance Cavity Ins. R -Value Continuous Ins. (CI) R -Value Alternate CI R -Value (Table C402.2 Footnote F) Assembly U -Factor U -Factor Source (Appendix A, Chapter 3 table, or approved calculation method) co 3 o CO o ID:Walk-in cooler Reach In ID:Walk-In Cooler Entrance ID: R-25 per 402.5.6 per 402.5.3 sl 1,2 °ID: r o ID: ID: Doors Floor Solar Heat Gain Coefficient (SHGC) U -Factor for Prescriptive Compliance Projection factor (PF) (if applicable) SHGC Adjustment Multiplier (if applicable) Assembly SHGC Assembly U -Factor U -Factor Source (NFRC, Appendix A, or Chapter 3 table) Vertical Fenestration Non -Metal ID:N/A ID: ID: ID: Metal, fixed ID:Window "A" ID: ID: ID: 0.40 0.38 NFRC Metal, op. ID:N/A ID: ID: ID: Mtl entrance ID: N/A ID: ID: ID: Skylights IAll Types ID:N/A ID: ID: ID: Note 1 - SHGC Adjustment Multiplier based on calculated Projection Factor. Refer to Equation C4-2 Projection Factor Calculation and Table C402.3.3.1 for corresponding SHGC Multiplier. Refrigerated Spaces, Walk-in & Warehouse Coolers Notes R -Values for Prescriptive Compliance Prescriptive U -Factor not allowed. Walls see notes on A1.1 r-25 Ceiling see notes on A1.1 r-25 Doors see notes on A1.1 per C402.5.6/ C402.5.3 Freezers Walls Ceiling Doors Floor Envelope Requirements Summary, pg 1 Zones 4c/5b ENV -REQ 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all F Revised Oct 2013 Minimum Requirements This table summarizes prescriptive compliance requirements for opaque elements and fenestration. Refer for Prescriptive Compliance to Tables C402.1.2, C402.2 and C402.3 in the 2012 WSEC for important footnotes that apply to these tables. Refer to Section C402 for all applicable requirements that apply for each envelope element type and applicable exceptions. Prescriptive Path Table C402.2 Notes 1,7 Insulation Minimum R -Value Table C402.1.2 Notes 1,2 Assembly Maximum U -factor Occupancy Group All Other Group R All Other Group R Opaque Elements Roofs Insulation Entirely above Deck R-30 c.i. R-38 c.i. U-0.034 U-0.031 Metal Building (with R-3.5 thermal blocks)Note 3 R-25 + R-11 Ls R-25 + R -I I Ls U-0.031 U-0.031 Attic and Other R-49 R-49 U-0.021 U-0.021 Walls, Above -grade Mass R-9.5 c.i. R-13.3 c.i. U-0.104 Note 6 U-0.078 Metal Building R-13 + R-13 c.i. R-13 + R-13 c.i. U-0.052 U-0.052 Steel Framed R-13 + R-l0c.i. R-19 + R-8.5 c.i. U-0.055 U-0.055 Wood Framed and Other R-21 int R-21 int U-0.054 U-0.054 Below Grade Wall Note 4 Same as above grade Same as above grade Floors Mass R-30 c.i. R-30 c.i. U-0.031 U-0.031 Steel Joist R-38 + R-10 c.i. R-38 + R-10 c.i. U-0.029 U-0.029 Wood Framed and Other R-30 R-30 U-0.029 U-0.029 Slab -On -Grade Floors Unheated R-10 for 24 in. (from top of slab) F-0.54 F-0.54 Heated Note 5 R-10 perimeter & under entire slab F-0.55 F-0.55 Opaque Doors Swinging No R -Value for prescriptive compliance. U-0.37 U-0.37 Roll -up or sliding R-4.75 I R-4.75 No U -Value for prescriptive compliance. Table C402.3 - 0-30% of wall area, or 30%-40% per Section C402.3.1.1 DLZ Section C402.3.1.3 High Performance Fenestration Option - 0-40% of wall area Fenestration Assembly Maximum U. -factor Notes 1,2 Vertical Fenestration Nonmetal framing U-0.30 U-0.30 U-0.28 U-0.28 Metal framing (fixed) U-0.38 U-0.38 U-0.34 U-0.34 Metal framing (operable) U-0.40 U-0.40 U-0.36 U-0.36 Entrance doors U-0.60 U-0.60 U-0.60 U-0.60 Skylights Skylights U-0.50 U-0.50 U-0.50 U-0.50 Fenestration Assembly Maximum SHGC Factor Vertical Fenestration PF < 0.2: all orientations - SHGC-0.40 0.2 <_ PF < 0.5: north - SHGC-0.44; all other - SHGC-0.48 PF z 0.5: north - SHGC-0.48; all other - SHGC-0.64 PF < 0.2: all orientations - SHGC-0.35 0.2 5 PF < 0.5: north - SHGC-0.385; all other - SHGC-0.42 PF Z 0.5: north - SHGC-0.42; all other - SHGC-0.56 Skylights SHGC-0.35 SHGC-0.35 Refrigerated Spaces Insulation Insulation Minimum R -Value Table C402.5 and C402.6 Assembly Maximum U -factor Freezers - Walk-in and Warehouse Roof / Ceiling R-32 No U -Value for prescriptive compliance Wall R-32 Door R-32 Door - transparent reach -in triple -pane, heat -reflective treated or gas Floor R-28 Coolers - Walk-in and Warehouse Roof / Ceiling R-25 No U -Value for prescriptive compliance Wall R-25 Door R-25 Door - transparent reach -in double -pane, heat -reflective treated & gas fill, or comply with freezer door req. Floor No Requirement Envelope Requirements Summary, pg 2 ENV -REQ 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all F Revised Oct 2013 Definitions: Ls = Liner system -- A continuous membrane installed below the purlins and uninterrupted by framing members. Uncompressed, unfaced insulation rests on top of the membrane between the purlins. Refer to Section A102.2.5.4. c.i. = Continuous insulation -- Insulation that is continuous across all structural members without thermal bridges other than service openings and penetrations by metal fasteners with a x -sectional area of less than 0.04% of the opaque surface area of the assembly. int = Intermediate framing -- Includes insulated headers, corners and interior partition wall to exterior wall intersections. Refer to Section A103.2 for framing definitions. Footnote Summary: Each table in the 2012 WSEC has footnotes applicable to specific information provided in the table. This footnote summary provides only abbreviated details from these footnotes. Refer to 2012 WSEC for complete footnote information. 1 - Assembly descriptions can be found in Chapter 2 and Appendix A. 2 - Use of assembly U -factors, C -factors and F -factors from Appendix A and Chapter 3 are required unless otherwise allowed by the provisions of this Code. 3 - For metal building roofs where using R -value compliance method, a thermal spacer block is required. Otherwise use the U -factor compliance method. 4 - Where heated slabs are below -grade, below -grade walls shall comply with the exterior insulation requirements for heated slabs. 5 - Heated slab F -factors shall be determined specifically for heated slabs. Unheated slab F -factors shall not be used. 6 - Non-residential CMU walls may be eligible to use Table C402.1.2 U -factor if all provisions stated in applicable footnote are met. Refer to Footnote Din Table C402.1.2 or Footnote C in Table C402.2 for eligibility requirements. 7 - Roof, wall or floor assemblies required to have continuous insulation may be eligible for alternate continuous insulation R -values if all provisions in applicable footnote are met. Refer to Footnote F in Table C402.2 for eligibility requirements. End of Envelope Requirements Summary Building Permit Plans Code Compliance Checklist, pg. 1 ENV-CHK 2012 Washington State Energy Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Project Address 15060 Tukwila International Blvd Date 1/27/2015 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes SCOPE na C101.5.2 Low energy spaces Low energy spaces identified on plans na 0101.5.2.1 C402.1.4 Semi-heated spaces Semi-heated spaces identified on plans yes C402.5 C402.6 Cooler and freezer spaces Walk-in and refrigerated warehouse cooler and freezer spaces identified on plans A1.1 na C101.4.6 Mixed occupancy Spaces with different occupancy requirements identified on plans na 0101.4.4 0101.4.5 Change of occupancy/space conditioning Existing F, S and U-occupancy building spaces undergoing a change of occupancy or space conditioning that require compliance are identified on plans ENVELOPE PROVISIONS yes C303.1 Insulation identification Indicate identification mark shall be applied to all insulation materials Al .1 yes C303.1.3 C402.4.3 Fenestration product rating Fenestration products shall be labeled with rated U-factor, SHGC, VT, and leakage rating a1.1 na C303.1.1 C402.2 General insulation installation Indicate installation methods, thicknesses, densities and clearances to achieve the intended R-value of all insulation materials; Where two or more layers of rigid insulation will be used, indicate that edge joints between layers are staggered na C402.2.1 Roof assembly insulation Indicate R-value(s) of cavity/continuous insulation on roof sections; Indicate framing materials on roof sections; Indicate method of framing for ceilings below vented attics and vaulted ceilings per A102.2 (std, adv); Provide area-weighted calculations for sloped insulation installed entirely above deck; Indicate R-values for thermal spacers and each insulation layer, and liner system (LS) method for metal building roofs na 0402.2.1 Skylight curb insulation Indicate curb insulation R-value on roof section if not included in skylight NFRC rating na 0402.2.3 C402.2.4 C303.2.1 Above/below grade wall insulation Indicate R-value(s) of cavity/continuous insulation on wall sections; Indicate framing materials on wall sections; Indicate method of framing for wood const per A103.2 (std, int, adv); Indicate mass of masonry walls; Indicate loose-fill core insulation material, percentage of cores filled, and frequency of grouted cores and bond beams for masonry walls; Indicate method of protection of exposed exterior basement/crawlspace wall insulation yes C402.5 C402.6 Walk-in/refrigerated warehouse cooler and freezer insulation Indicate insulation R-values of ceilings, walls, doors, floors on sections; Al .1 Indicate method of minimizing door infiltration; Indicate type(s) of transparent doors and windows na C402.2.7 Opaque doors Indicate rated U-factor (swinging) or R-value (roll-up/sliding) on wall sections - applies to doors with less than 50% glazed area na C402.2.5 Floor over outdoor or unconditioned space insulation Indicate R-value(s) of cavity/continuous insulation on floor sections; Indicate framing material on floor sections; Indicate mass of masonry floors yes C402.2.6 C303.2.1 Slab-on-grade floor insulation Indicate R-value of continuous insulation on wall section or foundation detail; 3/a3.1 Indicate insulation extends down vertically and/or horizontally the required distance from top of slab; Indicate method of protection of exposed exterior slab edge insulation na C402.2.6 C303.2.1 Radiantly heated slab-on-grade floor insulation Indicate R-value of continuous insulation on wall section or foundation detail; Indicate insulation extends down vertically from top of slab and then horizontally under the entire slab; Indicate method of protection of exposed exterior slab edge insulation na C402.2.8 Radiant heating system insulation Indicate insulation R-value behind radiant panels, U-bend/headers and bottom surface of radiantly heated floors (other than radiantly heated slab-on- grade) Building Permit Plans Checklist, pg. 2 ENV -CHK 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Project Address 15060 Tukwila International Blvd Date 1/27/2015 Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes no C402.3.1 Vertical fenestration maximum area Provide calculation for total vertical fenestration area as percentage of gross above grade wall area na C402.3.1.2 Skylight maximum area Provide calculation for total skylight area as percentage of gross roof area yes C402.3.3 C402.3.1.3 C303.1.3 U -factors, SHGC and VT for all fenestration assemblies Indicate U -factors, SHGC and VT values in fenestration schedules; al .1 An area -weighted U -value may be used for all fenestration elements that qualify within the same fenestration category per Table C402.3; Indicate if values are NFRC or default. If default then specify frame type, glazing layers, gap width, low -e coatings, gas -fill. na C402.3.1.1 Chap.2 Definition Increased max. vertical fenestration area with daylighting controls Provide calculations showing that percentage of overall conditioned floor area in the daylight zone is equal to or greater than 50%; Indicate method of daylighting control in lighting equipment schedules; Indicate VT of vertical fenestration is at least 1.1 times the rated SHGC na C402.3.1.2 Increased max. vertical fenestration area with high- performance glazing Indicate high performance U -factors and SHGC values in fenestration schedules; An area -weighted U -value may be used for all fenestration elements that qualify within the same fenestration category per this section na C402.3.3 C402.3.3.1 Permanent shading devices Provide projection factor calculations (Equation C4-2) and associated SHGC multipliers for north and non -north orientations na C402.3.2 Single story spaces requiring skylights Provide calculations for percentage of conditioned floor area located within a skylight daylight zone; Provide calculations for percentage of skylight area to daylight zone under skylights, OR; Provide calculations for percentage of overall skylight effective aperture (Equation C4-1); Indicate haze factor of skylight glazing material or diffuser AIR LEAKAGE yes C402.4.1.1 C402.4.2 Air barrier construction and sealing Indicate location of continuous air barrier on plans and sections; Ti.]. Provide details for all joints, transitions in materials, penetrations in air barrier and note method of sealing (caulked, gasketed, or other approved method) na C402.4.5.1 Stairway and shaft vents Indicate locations of all stairway and shaft vents; Provide leakage rating of motorized dampers in mechanical equipment schedules; Indicate method of emergency operation - activation of fire alarm or interruption of power na C402.4.5.2 Outdoor air intakes, exhausts and relief openings Indicate locations of all outside air intakes, exhausts and relief outlets, including those integral to mechanical equipment; Provide in mechanical equipment schedules leakage rating of dampers, identify whether motorized or gravity, and note any exceptions taken na C402.4.8 Recessed lighting in building envelope Indicate IC rating of fixtures in lighting equipment schedules; Indicate method of sealing between light fixture housing and wall or ceiling na C402.4.6 Loading dock seals Indicate weather seal at cargo and loading dock doors na C402.4.7 Vestibules Indicate locations and dimensions of vestibules; For unconditioned vestibules, indicate which envelope assembly (interior or exterior) complies with the requirements for a conditioned space na C402.4 - .1.2.3 Air barrier building test Indicate air barrier test method in accordance with ASTM E779 or approved equivalent; Include the following requirements in project documents: (1) air barrier test report shall be submitted to jurisdiction once test is completed; (2) if test results exceed 0.4 cfm/ft2 at 0.3 in. wg then visually inspect air barrier and seal noted sources of leakage; (3) submit a follow-up report to jurisdiction noting corrective measures taken If "no" is selected for any question, provide explanation: End of Building Permit Plans Checklist Interior Lighting Summary LTG -SUM 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 ove 3 stories and all R1 Revised Jan 2014 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are wile- Project Address 76 Convenience T.I. Date 1/27/2015 15060 Tukwila International Blvd For Building Department Use Tukwila, WA 98188 Applicant Name: Royal RSB, LLC Y Applicant Address: 15060 Tukwila International Blvd Applicant Phone: 206-200-0015 Project Description ■ New Building ■ Addition n Alteration ■ Plans Included Lighting Compliance Path • Lighting Power Density Calculations 0 Total Building Performance (If Total Building Performance then only LGT-CHK is Lighting Power Allowance Method Selection required to enable LPA forms o Building Area Method • Space -By -Space Method Interior Lighting System Description Briefly describe lighting system type and features. Additions and Change of Space Use (C101.4.3 & C101.4.4) • Addition area or Change of Space Use area complies with all applicable provisions as stand alone project is combined with existing building lighting systems to demonstrate compliance with all applicable C101.4.3 Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance Form. Document allowed and proposed (including existing if applicable) lighting wattage of Addition or Change of Use space. Provide lighting controls per C405.2 and commissioning of lighting controls per C405.13. • Addition area provisions per Provide Building maximum applicable Alterations, Renovations and Repairs (C101.4.3.1) ■ 60% or more of luminaires in space replaced Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance Form. Document allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) in Proposed Wattage table. Retrofit and non -retrofit spaces shall be documented separately using multiple forms. Provide Building maximum lighting wattage of luminaires in space replaced separate Space -By -Space Method (LTG -INT -SPACE) Compliance Form for this retrofit area. Document existing total the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including wattage in the Proposed Wattage table. !r Less than 60% Provide a wattage within existing) lighting ballast replacement within existing luminaires only —existing total interior building wattage not increased • Lamp and/or to serve added fixtures and/or fixtures relocated to new circuit manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific controls (C405.2.3), and commissioning of lighting controls per C405.13 • New wiring installed Provide applicable application lighting panel applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of per C405.13. • New or moved Provide all lighting controls - luminaires unchanged or moved only applicable lighting controls as noted for New tMring and commissioning of lighting controls per C405.13. • Space is reconfigured Provide all are being made to the interior lighting and space use not changed. ■ No changes Interior Lighting Summary - Space -By -Space LTG -INT -SPACE 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address Fill this line out on LGT-SUM Date 1/27/2015 Lighting Alterations, Renovations & Building Additions O Less than 60% .60% or more 0 Stand alone 0 Addition fixtures replaced fixtures bldg. addition combined Notes: a. Lighting fixtures in a building addition may comply as a stand alone project, or they maybe combined with the overall existing bldg lighting to demonstrate compliance. Refer to C 101.4.3. b. For retrofits and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition WI! comply as combined Wth the overall existing builidng, include all applicable existing Space Types and gross interior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. For Building Department Use a. if less man out% of existing fixtures wli oe replaced, provide total existing lighting vvettage MaximuuroAdlowevichightirtg Wattitgien Allowed Lighting table. Location (plan # room #) Space Type* HI Watts per fe Vross interior Area in fit watts Ailowec (watts/ftt x area) al.2 Sales area 1.68 700 1176 Storage 0.63 350 221 Atrium—Enter A 1 ytyzisi ng Lighting Enter Exist. Retail Display Allowance from LTG -INT -DISPLAY * Select Table C405.5.2(2) category from drop down menu. ** For atriums, indicate height. Allowed wattage for first 40 feet is 0.03 Wilt ht., above 40 feet is 0.02 W/R. ht. Proposed Lighting Wattage Total Area Allowed Watts 1050 1397 Location (plan # room #) Fixture Description*** Number of Fixtures Watts/ Fixture Watts Proposed al.2 type "A" - 2x4 troufer 12 56 672 type "B" - 4ft hung fluorescent 4 56 224 type "C" - 6" LED can 4 11 44 Retail Display Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting *** Include existing to remain lighting fixtures and exempt lighting equipment per notes below. Total Proposed Wal! 940 Notes: 1. Include ALL proposed lighting fixtures. 2. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 3. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wettage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wettage of current limiting devices of the transformer. For low voltage track lighting list the transformer rated wattage. 4. For lighting eauinment eligible for exemption ner C405 5 1 note excention number and leave Watts/Fixture blank. rnftevgiq®gnlitstit{ ivellejlMrrgtha 6.ighting table in the same manner as new fixtures. Identity as existing etympLIES ria crrinfinn Lighting, Motor, and Transformer Permit Documents Checklist LTG -CHK 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address 76 Convenience T.I. Date 1/27/2015 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes LIGHTING CONTROLS (Section C405.2) C405.2.1.1 C405.2.1.2 Manual interior lighting controls Indicate on plans the manual control type & locations served; Indicate of plans the 50% lighting load reduction method provided or identify exception taken C405.2.2.1 Automatic time switch controls and override switching Indicate lighting system automatic shut-off capability - identify lighting zone areas served on plans; Indicate locations of override switches on plans and the areas served, include area sq. ft.; Indicate locations where automatic shutoff is provided by other methods (occupancy sensor, daylight controls, etc) C405 2 2 2 Occupancy sensors Indicate on plans the locations served by occupancy sensors C405.2.2.3 Daylight zones - Vertical fenestration and skylights Indicate vertical fenestration primary and secondary daylight zone areas on plans, include sq. ft.; Indicate skylight daylight zone areas on plans, include sq. ft. C405.2.2.3.2 Daylight zone controls Indicate on plans the locations served by daylight zone controls; Indicate in plans the lighting load reduction (dimming) method - stepped or continuous dimming C405.2.3 Specific application lighting controls - General Indicate on plans the locations served by specific application lighting controls C405.2.3 - Items 1&2 Display and accent lighting Indicate lighting control method for display and accent lighting, and display case lighting; Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space C405.2.3 - Item 3 Hotel/motel guest rooms Provide a lighting control device at each guest room entry for all permanently installed fixtures in guest room; Indicated whether lighting control is manual or automatic C405.2.3 - Item 4 Supplemental task lighting Provide automatic shut-off vacancy controls for supplemental task lighting, including under -shelf or under -cabinet lighting C405.2.3 - Item 5 Lighting for non- visual applications Identify eligible non -visual applications and method of lighting control; Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space C405.2.3 - Item 6 Lighting equipment for sale or demonstration Indicate lighting control method for lighting equipment for sale or demonstration; Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space C405.2.3 - Item 7 Means of egress lighting If egress lighting power density is greater than 0.05W/ft2, indicate method of automatic shut-off during unoccupied periods; Identify on plans the egress fixtures that function as both normal and emergency means of egress illumination C405.10 C405.11 Cooler and freezer lighting Provide vacancy device or timer to turn off fixtures within 15 minutes of unoccupancy for cooler and freezer lighting fixtures with lamp efficacy less than 40 lumens per watt C405.2.4 Exterior lighting controls Indicate on exterior lighting plans the automatic lighting control method and locations served C405.6.1 Exterior building grounds lighting controls Provide motion sensor controls for building grounds fixtures rated at greater than 100 watts with lamp efficacy less than 60 lumens, or identify exception taken C408.3 Lighting system functional testing Identify applicable commissioning documentation requirements per Section C408 or eligibility for exception; Provide written procedures for functional testing of all automatic controls and describe the expected system response; Identify in construction documents the party responsible for functional testing of automatic lighting controls INTERIOR LIGHTING POWER & EFFICACY (Sections C405.5, C405.10, C405.11) ^A 11= Provide fixture schedule with fixture types, lamps, ballasts, and rated watts per fixture; Lighting, Motor, and Transformer Permit Documents Checklist LTG -CHK 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address 76 Convenience T.I. Date 1/27/2015 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes l..-wo.J. I C405.5.1.1 C405.5.1.2 C405.5.1.4 Total connected interior lighting power Identify spaces eligible for lighting power exemption on plans and in compliance forms; Identify lighting equipment eli ible for exemption in fixture schedule and in compliance forms; Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently C405.4 Exit signs Provide exit sign types and rated watts per fixture in fixture schedule (maximum 5 watts per fixture) C405.10 C405.11 Cooler and freezer lighting For lighting in walk-in coolers and freezers, and refrigerated warehouse coolers and freezers, provide rated lamp efficacy (in lumens per watt) in fixture schedule Lighting Power Calculation - Indicate compliance path taken C405.5.2 Building Area Method Complete required compliance forms — proposed wattage per building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans C405.5.2 Space -By -Space Method Complete required compliance forms — total proposed wattage does not exceed maximum allowed wattage. Identify locations of space types on plans, including retail display areas as applicable EXTERIOR LIGHTING POWER & EFFICACY (Section C405.6) C405.6.2 Total connected exterior lighting power Provide fixture schedule with fixture types, lamps, ballasts, and rated watts per fixture; Identify exterior applications eligible for lighting power exemption on plans and in compliance forms; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting Table C405.6.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ C405.6.1 Exterior building grounds lighting For building grounds fixtures rated at greater than 100 watts, provide rated lamp efficacy (in lumens per watt) in fixture schedule C405.6.2 Exterior lighting power calculations Complete required compliance form — proposed wattage for exterior lighting plus base site allowed does not exceed maximum allowed MOTORS & TRANSFORMERS (Sections C405.8, C405.9) C405.8 Electric Motors For motors not part of an HVAC system, provide electric motor schedule on electrical plans with hp, rpm, and rated efficiency C405.9 Transformers Provide distribution transformer schedule on electrical plans with transformer size and efficiency If "no" is selected for any question, provide explanation: 1/3/2017 City of Tukwila Department of Community Development BRAD KAOL 1733 FERNDALE AVE SE RENTON, WA 98058 RE: Permit No. D16-0084 CHEVRON 15060 TUKWILA INT'L BLVD Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 2/26/2017. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 2/26/2017, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D16-0084 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 TO: City of Tukwila Department of Community Development DATE: May 23, 2016 SUBJECT: Correction Letter # 1 DEVELOPMENT Permit Application Number D 16-0084 76 GAS STATION - 15060 TUKWILA INTERNATIONAL BL CORRECTION LTR# Dear Mr. Rambo and Mr. Johannessen, Per the comment letter dated May 6, 2016 for the above named facility, below is the response to this comment letter along with the revised and updated plan set. BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "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) RE: Stamps shown on plan set (BUILDING REVIEW NOTES) btIpoOGLI RECOJED CETY IrlEtWOLA JIM 03 2016 PERKY T © �C!L 1. Construction details for the new cooler installation are inconsistent with the details on architectural plan sheets and S1.1 engineer's sheet. Sheet S1.1 shows roof and shear wall construction. Also new post and post hardware are shown with no specific details or footing details. It is unclear which are existing or new. Also the Engineer's calculations provided by Geodeke Engineering specify headers "see page 1 line C or @ lines 1&6". Those lines are not shown on the engineer's "S" sheet' structural calculations are not stamped and signed by the engineer; S1.1 sheet also does not have the engineer's stamp/signature. 32808 4th AVE SW, Federal Way, Washington 98023 PH (206) 200-0015 E-MAIL brad@kda-ae.com Provide clarification if the cooler is to be constructed separately inside a new framed structure shown on S1.1 or if it is independently constructed outside the existing building. Plan framing shall clearly reference plan details and be consistent in design. Cooler construction shall have specific construction details by the manufacturer. Engineer's calculations and plan shall be stamped by the same engineer. RE: Plans set has been updated to represent new framed structure with cooler box independent. Stamp provided on plans as required. Have a great day! We appreciate your time and help on this project, Bradley Kau!, AIA Principal Architect KEL DESIGN AS8OC1 EE, L 'lei in Mot t-Pt,v i •A..'::41' .1-147,:i; 32808 4th AVE SW, Federal Way, Washington 98023 PH (206) 200-0015 E-MAIL brad@kda-ae.com • Goedeke Engineering Bellevue, WA 425-417-5163 Job: 76 CONVENIENCE STORE Date: Page of 1200-c0A s ave Cootedr 24" = 7. (11 pts fa51I!- l -D,3t _.afv - V&a.-� g -- = [31 � r 40F5 -c-(711) 193�(� 4-)(5 May 06, 2016 City of Tukwila Department of Community Development BRAD KAOL 1733 FERNDALE AVE SE RENTON, WA 98058 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0084 CHEVRON - 15060 TUKWILA INT'L BLVD Dear BRAD KAOL, 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 NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "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) (BUILDING REVIEW NOTES) 1. Construction details for the new cooler installation are inconsistent with the details on architectural plan sheets and S1.1 engineer's sheet. Sheet S1.1 shows roof and shear wall construction. Also new post and post hardware are shown with no specific details or footing details. It is unclear which are existing or new. Also the Engineer's calculations provided by Geodeke Engineering specify headers "see page 1 line C or @ lines 1&6". Those lines are not shown on the engineer's "S" sheet' structural calculations are not stamped and signed by the engineer; S1.1 sheet also does not have the engineer's stamp/signature. Provide clarification if the cooler is to be constructed separately inside a new framed structure shown on S1.1 or if it is independently constructed outside the existing building. Plan framing shall clearly reference plan details and be consistent in design. Cooler construction shall have specific construction details by the manufacturer. Engineer's calculations and plan shall be stamped by the same engineer. 2. A separate Mechanical Permit shall be required for Coolers, freezers, walk-in coolers and freezers, i.e. assembled and hardwired. Mechanical permit shall include manufacturer's specific installation details as indicated in item #1 and shall specify where condensing units shall be installed. Manufacturer's specifications for the condensing units or refrigeration shall be included. A roof plan shall be provide with the mechanical permit to identify any new equipment installed on the roof with specific installation details. Indicate if the condensing units are to be installed inside the new cooler or outside. Clearly show how cooler panels and mechanical units are seismically secured. Self-contained "plugin" coolers or freezers (appliance type) shall not require a mechanical permit. 6300 Southcenter Boulevard Suite #100 • 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 two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, ` Qy Bill Rambo Permit Technician File No. D16-0084 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COP'S PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0084 DATE: 06/03/16 PROJECT NAME: 76 GAS STATION SITE ADDRESS: 15060 TUKWILA INTERNATIONAL BLVD Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division ri Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator n C PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 06/07/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/05/16 Approved Corrections Required ❑ Approved with Conditions n ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/16/2013 I ERM!T COORS COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0084 DATE: 04/18/16 PROJECT NAME: CHEVRON SITE ADDRESS: 15060 TUKWILA INT'L BLVD X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: CvwR Building Division DA Mgt Public W/o ks AW Fire Prevention Structural p L AT '-k-H-`fr Planning Division ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 04/19/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/17/16 Approved Approved with Conditions ❑ Corrections Required (corrections entered in Reviews Denied (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only S (_ (� CORRECTION LETTER MAILED: -w ` (Ait Departments issued corrections: Bldg i1 Fire ❑ Ping ❑ PW D Staff Initials: 12/18/2013 REVISION SUBMITTAL Date: El 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. ftp SA) ,?t7i6 Plan Check/Permit Number: ,19 20 0 V`U,Ogi Response to Incomplete Letter # Response to Correction Letter # j ❑ Revision # after Permit is Is}sued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: 7$ Cas 2 -ricy, iib 6r _ I , L r4 i j71�R A(14 TtorJ L ��t Project Address: Contact Person: � rrr Summary of Revision: Phone Number: ;2.62C-22Cry -00 RECEIVED CITY OF TUKWILA JUN 03 2016 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit(Qt Center by: �— Entered in TRAKiT on (19 W -\Permit Center\Templates\Forms\Revision Submittal Formdoc Revised. August 2015 BIRK ENVIRONMENTAL LLC Home Espanol Contact Safety & Health Claims & Insurance 41 Washington State Department of Labor & Industries Search L&I Page 1 of 2 PERsi A -C Index Help My 1.&1 Workplace Rights Trades & Licensing BIRK ENVIRONMENTAL LLC Owner or tradesperson Principals Birk, Balbir Singh, PARTNER/MEMBER BIRK, NICHOLAS SINGH, PARTNER/MEMBER (End: 01/21/2016) Doing business as BIRK ENVIRONMENTAL LLC WA UBI No. 603 166 552 11220 se 265th pl KENT, WA 98030 253-854-4976 KING County Business type Limited Liability Company Governing persons BALBIR SINGH BIRK NICHOLAS BIRK; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ...................._......................_......................_. Meets current requirements. License specialties GENERAL License no. BIRKEEL892RT Effective — expiration 12/30/2011— 03/29/2018 Bond ................. Contractors Bonding & Insurance Co Bond account no. SK7565 $12,000.00 Received by L&I Effective date 01/21/2016 01/18/2016 Expiration date Until Canceled Bond history Insurance .............................. Westchester Surp Lines Ins Co $1,000,000.00 Policy no. G27151851 Received by L&I Effective date 02/26/2016 02/27/2015 Expiration date 02/27/2017 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603166552&LIC=BIRKEEL892RT&SAW= 6/23/2016 GENERAL NOTES 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2012 INTERNATIONAL BUILDING CODE (INCLUDING WASHINGTON STATE AND CITY OF TUKWILA AMENDMENTS), ALL APPLICABLE CODES, ORDINANCES, AND STANDARDS FOR CITY OF TUKWILA). 2. ALL GENERAL NOTES HEREIN, APPLY TO ALL DRAWING SHEETS IN THEIR ENTIRETY AS IF FULLY REPRINTED ON EACH SHEET. ALL GENERAL NOTES APPLY TO ALL SECTIONS OF THE WORK HEREIN DEPICTED FOR TI -IIS PROJECT. NO ALLOWANCE WILL BE MADE FOR TI -4E GENERAL CONTRACTORS (OR THEIR SUBCONTRACTORS) FAILURE TO READ THESE NOTES AND APPLY THEM TO ALL PORTIONS OF THE WORK DETAILED FOR THE PROJECT HEREIN DESCRIBED. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND SITE, AS WELL AS THE SAFETY OF THE OCCUPANTS AND WORKERS, WHILE THE JOS IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED. 4. ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE OBJECTION- ABLE BEYOND THE PROPERTY BOUNDARY LINES BY REASON OF NOISE, STEAM, ODOR, FUMES, GASES, SMOKE, VIBRATION, HAZARD, OR OTHER CAUSES. 5. ALL DEBRIS SHALL SE REMOVED FROM THE PREMISES AND ALL AREAS SHALL BE LEFT IN A "BROOM -CLEAN" CONDITION AT ALL TIMES. 6. THE CONTRACTOR SHALL SECURE SUCH PERMITS AND APPROVALS AS REQUIRED SY THE LOCAL FIRE DEPARTMENT PRIOR TO OPERATION. -I. THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACT DOCUMENTS WITHOUT THE ARCHITECT'S WRITTEN APPROVAL THEREOF. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY, AND HOLD THE ARCHITECT HARMLESS FOR ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES. S. THE APPROVED PLANS SHALL BE KEPT IN A PLAN SOX AND SHALL NOT BE USED SY ANY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS, ON THE PREMISES AT ALL TIMES WHICH ARE TO SE UNDER THE CARE OF THE JOS SUPERINTENDENT. 9. DO NOT SCALE DRAWINGS...WRITT N DIMENSIONS • RN. SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY AND ALL DISCREPANCIES. ALL DIMENSIONS ARE TO CENTERLINE OF COLUMN, FACE OF STUD, FACE OF CONCRETE OR FACE OF CMU UNLESS OTHERWISE NOTED. 10. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ELEVATIONS, AND LOCATIONS TO SE JOINED, AND NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF EXISTING CONDITIONS AS ADEQUATE FOR THE PROPER COMPLETION OF THE WORK DETAILED HEREIN. 11. FINISH FLOOR, TOP OF CONCRETE SLAB, DATUM = +0.00', OR AS NOTED. 12. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 13. ALL TEARS AND JOINTS IN BATT INSULATION TO SE SEALED WITH TAPE. 14. ALL EXTERIOR BUILDING SIGNAGE SHALL SE DESIGNED AND INSTALLED UNDER SEPARATE PERMIT. 15. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL SE THE SAME AS FOR OTHER SIMILAR WORK. 16. ALL WORK SHALL SE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST RECOMMENDATION OR WRITTEN DIRECTIONS. rt. FIRE EXTINGUISHERS: VERIFY REQUIREMENTS AND LOCATION WITH FIRE MARSHALL 18. NOT USED 19. NOT USED 20. NOT USED 21. LATHING, PLASTER, AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO THE 2006 IRC. 22. ALL GLAZING TO SE CERTIFIED AND LABELED WITH ITS U -FACTOR AND SOLAR HEAT GAIN COEFFICIENT BY AN INDEPENDENT AGENT LICENSED BY THE NF.R.C. 23. SPECIAL INSPECTION IF REQUIRED BY CITY OF TUKWILA FOR CONCRETE CONSTRUCTION, BOLTS INSTALLED IN CONCRETE (WITH 100% STRESS INCREASE), STRUCTURAL STEEL WELDING, HIGH STRENGTH BOLTING, AND MASONRY. INSPECTOR MUST SUBMIT INSPECTION REPORTS AND FINAL SIGNED REPORTS TO KAUL DESIGN ASSOCIATES. 24. SEE STRUCTURAL GENERAL NOTES REGARDING: LUMBER, NAILING, CONCRETE, REINFORCING, AND STRUCTURAL STEEL. 25. ALL ITEMS MARKED "N.I.C." (NOT IN CONTRACT) OR "OF.O.I." (OWNER FURNISHED, OWNER INSTALLED) ARE TO BE CONSIDERED AS NOT PART OF THIS CONTRACT UNLESS OTHERWISE NOTED. 26. WATER HEATER SIZES AND LOCATIONS SHALL BE AS INDICATED ON THE DRAWINGS. SAID UNITS SHALL COMPLY FULLY WITH ALL REQUIREMENTS OF ASHRAE 90-15 AND SHALL SE VENTED TO THE EXTERIOR. 21. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR INSTRUCTION REGARDING GRADING AND TRENCHING PRIOR TO CONTINUATION OF WORK SHOULD ANY UNUSUAL SUBSURFACE CONDITIONS BECOME APPARENT DURING GRADING FOR FOUNDATIONS CONSTRUCTION. 28. ALL FOUNDATION AND FOOTINGS ARE TO REST ON UNDISTURBED EARTH AND AS NOTED IN THE STRUCTURAL GENERAL NOTES. IF CONTRARY CONDITIONS OCCUR, NOTIFY THE ARCHITECT. 29. NOT USED 30. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATION, BETWEEN WALLS, AND ROOF AND OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS, DOORS, AND OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED, OR WEATHER STRIPPED TO LIMIT AIR LEAKAGE AND ELIMINATE WATER PENETRATION. 32. NOT USED ON 15.& Nf <,„,1 A I KLF NC PROQ1TIECT DTA 1IIC SITE ADDRESS: 15060 TUKWILA INTL BLVD TUKWILA, WA DESCRIPTION OF WORK: REMODEL/COOLER ADDITION JURISDICTION: CITY OF TUKWILA BUILDING SQUARE FOOTAGE: 2,924 S.F. ZONING: RC SITE AREA: 42,910 S.F. ASSESSOR'S PARCEL NUMBER: 004100-0680 PERCENTAGE SITE COVERAGE: PERVIOUS LANDSCAPE AREA - 6,256 SF. IMPERVIOUS LANDSCAPE AREA -36,'114 S.F. 2012 LEGAL IDESCR1UFflON CONSTRUCTION ADAMS HOME TRS 1ST ADD POR OF LOTS 27 THRU 29 IN BLK 4 OF SD PLAT LYING SLY OF LN DAF - BEG 162.36 FT S OF NE COR OF LOT 27 TH N 82-09-08 W 271.80 FT TO ELY MGN OF ST HWY LESS S 100 FT OF E 60 FT OF LOT 27 LESS RDS AKA LOT B OF TUKWILA BLA #L03-038 REC #20030930900012 PLat Block: 4 Plat Lot: 27-28-29 / / / _ is// // / / A, WA A 10 SHEET ARCI-IITECTURAL: STRUCTURAL: T1.1 COVER SHEET S1.1 FRAMING PLAN AO.O SITE PLAN A1.0 DEMO FLOOR PLAN A1.1 FLOOR PLAN A1.1.1 LIFE SAFETY PLAN AI.2 REFLECTED CEILING PLAN A2.1 DEMO EXTERIOR ELEVATIONS A2.2 EXTERIOR ELEVATIONS A3.1 SECTIONS/ DETAILS PROJUECT TEAM OWNE R ROYAL RSP LLC 15060 TUKWILA INTL BLVD TUKWILA, WA 98188 STRUCTURAL: GOEDEKE ENGINEERING 11119 SE 41T1-1 CT BELLEVUE, WA 98006-5805 P: 425-411-5163 E-MAIL: STRUCleQ.COM / p l ACI-1ITECT: KAUL DESIGN ASSOCIATES, LLC 32808 4TH AVE SW FEDERAL WAY, WA 98023 P: 206-200-0015 EMAIL - BR4D6KDA-AE.COM S67'18'19* 5.49 r4) • 2ryry S 82'09,08. E V r,." ; r'i n, �� . PI': ' AT ar;l�1 '-..'�: L,: i i : I L !• ,"P.".echanical l"' a iii El_ r ,rrfa ,er Plumbing fd'Gas Piping City of Tukwila Eti1► rr41G DIVISION 270.14' W W W W W W W 4, •�� W W W W W W W W W W W W W W W EXISTING (9) 9'X18' PARKING STALLS EXISTING UNDERGROUND STORAGE TANKS TO REMAIN EXISTING ROLLING GATE EXISTING (3) 9'X18' PARKING STALLS / J EXISTING TENANT SPACE (NO WORK) EXISTING DEMISING WALL TO REMAIN EXPAND CONVENIENCE STORE INTO EXISTING TENANT SPACE DEMO EXISTING (INTERIOR) WALK-IN COOLER r NEW WALK-IN COOLER DEMO EXISTING (EXTERIOR) WALK-IN COOLER e /EXISTING GONCRE • r CURBING AND al / i/ Tib REMAIN EXISTING BACKROOM TO REMAIN AS -IS EXISTING SALES AREA TO REMAIN WITH NEW GONDOLAS EXISTING CYCLONE FENCE R=30.00' L=38.67' X73'50'55 35' APPROACF-r 87'38'18"W 6.29' i,000w METAL I'?ALIDE LIGHT ON Ib' POLE. N 8810'15" W 228.08' i Y L w W • W REVISIONS No changes shall be made to of work witho!.;t prior appr i t' lila Building Divisi ;CO i ; , iz , will require a new And i,I !ud add tional plan r KAU DESK I ASSOCIATES ARCHITECTURE • ENGINEERING ARCHITECTURE & ENGINEERING 32808 4TH AVE SW Federal Way, Washington 98023 (206) 200-0015 Registration Team rdr B''K( 5- • - t T✓11YV/iG. : the scope_ vai of on. ?an submittal W * W W W W W W W W W * W * W W .__ W_ W W 4. W W W W W W 4, •Y _ W- - .4, 4, * W •* 4. 4. 4, 4, W 4• W W `W- --y. W W W W W W 4, W W 'W W W 4. W 4. * •, W W W * W W W W 4, W- W W °W _ W W W W W W W W W * W W W W W W W W . W W W W * W W 4. 4, W W W. �( W W W W W W W W : W ' W W W W W W 4, W W W W * W W W W W 4. W • 4, ' W W W W W 4. 4. W W W, 4, W 4, W` •Y-- Vr--- W- *_.-_ 4,... ..... W ..: W . W * W W W W W W W 4, * W W --W W - .& -- -4' - Y• -Y _. -W .- -. W W .v VN 8810'15" W v. 4• v r 60.00' EXISTING BUIDING NOT A PART CORRECTION LTR# EXISTING IDENTIFICATION / 51GN AND AIR/WATER UNIT EXISTING RAMP TO ""T`/Alii EXISTING FIRE HYDRANT SOUTH 152nd STREET VAN ACCESSIE3LE PARKING STALL w/INTER RATIONAL PARKING SIGN (SIGN INSTALLED WITN1N LANDSCAPE AREA) N 5S•11•.4" W bC NORTH N CO Checked I6GAS-001 KDA Project No. Gent Project No. Owner ROYAL RSP, LLC 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 ProJect 76 Convenience Store 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 Issue/Revision EXIS" BUID L---- CITY OF T�UKWILA JUN 2016 PERMITENTER No. Date Description /14/15 TIC DESIGN A 21/15 PERMIT REVISIONS /26/15 CONSTRUCTION CHANCE A /12/16 PERRI RESMIATTAL Sheet Title COVER SHEEP SITE PLAN X -Ret Name Path 'REVIEWED FOR DE CO 1/IPLIANCE VED JUN 0 J f 8UILDINC 8 2016 1+.12' Tukwila - DIVISION O CopKAULht 2012 DEMON ASSOCIATES, LLC Sheet No. T1.1 1IIC 2012 BUILDING CONSTRUCTION TYPE TYPE V BUILDING -B CODE NON-SPRINKLERED/ STATION AREA WITH FIRE ALARM STORE) 2 NO WORK) FILE copy (NO WORK) rertn! PAO. Vie'. gi. IBC 2012 OCCUPANCIES (CONVENIENCE (TENANT M- MERCANTILE N - BUSINESS M - EXISTING BASIC ALLOWABLE FUEL PIM: _':� Pr OVE-I I9 M = 1 STORY PROPOSED 9,000 SF. AREA: subject to errors PER FLOOR ALL -OWED Ji:: i _+ ' e. 4101&1. 1 F n" S atdoiV:.i C. o or C.-.11111 Of apprevo ' F i ld Copy and ccn . 2i,J IJ S.F. = 2,221 SF. L'r' ...A...,-;:, M - CANOPY M - TENANT M - CONVENIENCE AREA= 2,688 2 =1S9 SF. STORE TOTAL = 5,698 S.F. 9,000 SF. OK Date:a2 City of Tukwila BUIL D) SUIBMILTTAILS DE F'1 - ELECTRICAL - PLUMBING - MECHANICAL - COOLER - FIRE ALARM PERMIT BY OTHERS PERMIT BY OTHERS PERMIT BY OTHERS BOX BY OTHERS BY OTHERS ! 270.14' W W W W W W W 4, •�� W W W W W W W W W W W W W W W EXISTING (9) 9'X18' PARKING STALLS EXISTING UNDERGROUND STORAGE TANKS TO REMAIN EXISTING ROLLING GATE EXISTING (3) 9'X18' PARKING STALLS / J EXISTING TENANT SPACE (NO WORK) EXISTING DEMISING WALL TO REMAIN EXPAND CONVENIENCE STORE INTO EXISTING TENANT SPACE DEMO EXISTING (INTERIOR) WALK-IN COOLER r NEW WALK-IN COOLER DEMO EXISTING (EXTERIOR) WALK-IN COOLER e /EXISTING GONCRE • r CURBING AND al / i/ Tib REMAIN EXISTING BACKROOM TO REMAIN AS -IS EXISTING SALES AREA TO REMAIN WITH NEW GONDOLAS EXISTING CYCLONE FENCE R=30.00' L=38.67' X73'50'55 35' APPROACF-r 87'38'18"W 6.29' i,000w METAL I'?ALIDE LIGHT ON Ib' POLE. N 8810'15" W 228.08' i Y L w W • W REVISIONS No changes shall be made to of work witho!.;t prior appr i t' lila Building Divisi ;CO i ; , iz , will require a new And i,I !ud add tional plan r KAU DESK I ASSOCIATES ARCHITECTURE • ENGINEERING ARCHITECTURE & ENGINEERING 32808 4TH AVE SW Federal Way, Washington 98023 (206) 200-0015 Registration Team rdr B''K( 5- • - t T✓11YV/iG. : the scope_ vai of on. ?an submittal W * W W W W W W W W W * W * W W .__ W_ W W 4. W W W W W W 4, •Y _ W- - .4, 4, * W •* 4. 4. 4, 4, W 4• W W `W- --y. W W W W W W 4, W W 'W W W 4. W 4. * •, W W W * W W W W 4, W- W W °W _ W W W W W W W W W * W W W W W W W W . W W W W * W W 4. 4, W W W. �( W W W W W W W W : W ' W W W W W W 4, W W W W * W W W W W 4. W • 4, ' W W W W W 4. 4. W W W, 4, W 4, W` •Y-- Vr--- W- *_.-_ 4,... ..... W ..: W . W * W W W W W W W 4, * W W --W W - .& -- -4' - Y• -Y _. -W .- -. W W .v VN 8810'15" W v. 4• v r 60.00' EXISTING BUIDING NOT A PART CORRECTION LTR# EXISTING IDENTIFICATION / 51GN AND AIR/WATER UNIT EXISTING RAMP TO ""T`/Alii EXISTING FIRE HYDRANT SOUTH 152nd STREET VAN ACCESSIE3LE PARKING STALL w/INTER RATIONAL PARKING SIGN (SIGN INSTALLED WITN1N LANDSCAPE AREA) N 5S•11•.4" W bC NORTH N CO Checked I6GAS-001 KDA Project No. Gent Project No. Owner ROYAL RSP, LLC 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 ProJect 76 Convenience Store 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 Issue/Revision EXIS" BUID L---- CITY OF T�UKWILA JUN 2016 PERMITENTER No. Date Description /14/15 TIC DESIGN A 21/15 PERMIT REVISIONS /26/15 CONSTRUCTION CHANCE A /12/16 PERRI RESMIATTAL Sheet Title COVER SHEEP SITE PLAN X -Ret Name Path 'REVIEWED FOR DE CO 1/IPLIANCE VED JUN 0 J f 8UILDINC 8 2016 1+.12' Tukwila - DIVISION O CopKAULht 2012 DEMON ASSOCIATES, LLC Sheet No. T1.1 100 NOFRT1-1 EXISTING FLOOR PLAN - DEMO 1 /4"=1'0" eK'rLIGHT ABOVE 1E' -g" 43' 3' 3'-3 ; !- )EMO ]Pi NHI --KEYED NOTES DEMO EXISTING DOOR DEMO EXISTING COOLER BOX DEMO EXISTING NON -SEARING DEMISING WALL DEMO EXISTING METAL SIDING AND PREPARE OPENING FOR NEW COOLER BOX. EXISTING COLUMNS AND C-C1-IANNEL STRUCTURE TO REMAIN. EXISTING 3X3 T.S. TO REMAIN (g.C. TO CONFIRM LOCATIONS PRIOR TO ORDERING NEW COOLER BOX) DEMO EXISTING 10 X 10 ROLL -UP DOOR, TRACKS AND SUPPORTS. PREPARE OPENING FOR NEW ALUMINUM WINDOW PACKAGE. DEMO EXISTING WINDOW ENLARGE OPENING FOR NEW ALUMINUM WINDOW PACKAGE NOT USED NOT USED NOT USW AREA OF DEMOLITION EXISTING TO REMAIN bt&'0O?y RECEIVED CITY OF TUKWILA JUN 03 2016 PERMIT CENTER KALE DESIGN ASSOCIATES ARCHITECTURE • ENGINEERING ARCHITECTURE & ENGINEERING 32808 4TH AVE SW Federal Way, Washington 98023 (206) 200-0015 Registration Design Team B5K Design BDK/BSK Drawn BSK Checked 16GAS-001 KDA Project No. Gent Project No. Owner ROYAL RSP, LLC 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 Project 76 Convenience Store 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 Issue/Revision No. Date Description /14/15 8O.FEMATIC DESIGN 1\ 21/15 REVISIONS /26/15 CONSTRUCTION CHANCE �2 /12/16 PEiRtAT FEBUBMI'tTAL Sheet Title EXISTING FLOOR PLAN - DEMO PLAN X -Ret Name Path REVIEWED '=OR ANCE D 16 CODE COMPL APPROVE JUN 0 8 2( City of Tui. BUILDING DI iia VISION Oc 2012 KADCopirigEt I ASSOCIATES, LLC Sheet No. A1.0 ♦ ♦ 931-3" 24'-0" NEW ROOF OVERHANG 40'-10" G.G. VERIFY 3 EV-4" G.G. VERIFY ( NEW COLUMN PER STRUCTURAL 3 9'-9 1/2" 61-8" 10'- -0" 10,-0" WALK- IN COOLER 105 COOLER BOX UNDER SEPARATE MECHANICAL PERMIT ALIGN NEW WALL WITH EXISTING (SIDING TO MATCH EXISTING) 23'-0" • • E E •XY11 u BACK RM (NO WORK) N S 104 (E) 3 -COMP SINK TEN,4T 2 (NO WORK) E 2 4'-1 1/2" 7 3'-6" E CA) 4 3'-6" N NEW COUN B R m 3'-6" 4'-5" r 3,-6" • 1— rn 3' 0" 3'-6" /♦ f 5,4LES 101 0 t7 4 10'-4" 61 cA 3'-6' I' Zra \ EXISTING COUNTER OFFICE (NO WORK) 103 E E (A) ♦ 29'-11 1/2" 5'-I 1/2" ♦ ♦ 10'-0" 1'-i" 93'-3" ♦ 10,-0" EXISTING COUNTER G)4IECK-OUr 100 — UNISEX ACCESSIEL, E a / imam nim EXISTING COUNTER E L PROVIDE INSULATED PIPE PROTECTION AT EXISTING ACCESSIBLE WALL MOUNTED SINK. ADD VER11CAL GRAB BAR AT EXISTING 'TOILET PER ICC/ANSI A117.1 2009 SECTION 604 FIGURE 604.5.1 21-3" 11'-0" 11'-2" � ROY Co. IEQU WALK—IN COOLER C402.5 Walk—in coolers and walk—in freezers. Walk—in coolers and walk—in freezers shall comply with all of the following: 1. Shall be equipped with automatic door closers that firmly close walk—in doors that have been closed to within 1 inch of full closure. Exception: Doors wider than 3 feet 9 inches or taller than 7 feet. 2. Doorways shall have strip doors (curtains), spring—hinged doors, or other method of minimizing infiltration when doors are open. 3. Walk—in coolers shall contain wall, ceiling, and door insulation of at least R-25 and walk—in freezers at least R-32. Exception: Glazed portions of doors or structural members. 4. Walk—in freezers shall contain floor insulation of at least R-28. 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. Transparent reach—in doors for walk—in coolers and windows in walk—in cooler doors shall be double—pane glass with heat—reflective treated glass and gas filled; or triple—pane glass, either filled with inert gas or with heat—reflective treated glass. c>> FLOOR PLAN — NEW 1 /4"=1'0" W SCHEDULE, E, NORTH (A) EXISTING WINDOW TO REMAIN - NO WORK U = 0.38 MAX SHGC = 0.40 MAX FIXED METAL FRAMING STYLE STOREFRONT WINDOW PACKAGE ANODIZED ALUMINUM TO MATCH EXISTING DOOR/WINDOW PACKAGE SEE A2.2 FOR WINDOW SIZE, SEE PLAN FOR LOCATION TEMPER GLAZING BELOW 18" A.F.F. (SEE A2.2 FOR LOCATIONS "T") WALL TYPES 2 3 WALK—IN COOLER BOX WALL/ROOF — BY OTHERS MIN. R-25 INFILL FRAMING — METAL FRAMING INFILL TO MATCH EXISTING FRAMING A I GYP M BOARD NEW 2X4 WALL (N.R.) 2X4 Q 16" O.C. W/ SHEATHING PER STRUCTURAL NOT INSULATED IDGO SC DUL3 EXISTING DOOR TO REMAIN - NO WORK WALK-IN COOLER DOOR BY 0 -HERS MEET REQUIREMENTS FOR 2012 WASHINGTON STATE ENERGY CODE SECTION t402.5- WALK-IN COOLER. TRANSPARENT REACH -IN DOOR MEET REQUIREMENTS FOR 2012 WASHINGTON STATE ENERGY CODE SECTION C402.5- WALK-IN COOLER. COUNTER HEIGHT SWINGING DOOR. BY CABINET SUPPLIER. SELF-CLOSING HINGES. PUSH OPERATION 3070 STOREFRONT DOOR. PANIC ALARM DEVICE, DELAYED EGRESS, 95DB. SEE ELEVATIONS FOR MORE INFORMATION. NO EXTERIOR OPERATION. ADD PANIC HARDWARE TO EXISTING STOREFRONT DOORS. DELAYED EGRESS REQUIR=MENTS: 1. THE DOORS UNLOCK UPON ACTUATION OF THE AUTOMATIC FIRE DETECTION SYSTEM. 2. THE DOORS UNLOCK UPON LOSS OF POWER CONTROLLING THE LOCK OR LOCK MECHANISM. 3. THE DOOR LOCKS SHALL HAVE THE CAPABILITY OF BEING UNLOCKED BY A SIGNAL FROM THE FIRE COMMAND CENTER. 4. THE INITIATION OF AN IRREVERSIBLE PROCESS WHICH WILL RELEASE THE LATCH IN NOT MORE THAN 15 SECONDS WHEN A FORCE OF NOT MORE THAN 15 POUNDS (67 N) IS APPLIED FOR 1 SECOND TO THE RELEASE DEVICE. INITIATION OF THE IRREVERSIBLE PROCESS SHALL ACTIVATE AN AUDIBLE SIGNAL IN THE VICINITY OF THE DOOR. ONCE THE DOOR LOCK HAS BEEN RELEASED BY THE APPLICATION OF FORCE TO THE RELEASING DEVICE, RELOCKING SHALL BE BY MANUAL MEANS ONLY. EXCEPTION: WHERE APPROVED, A DELAY OF NOT MORE THAN 15 SECONDS IS PERMITTED. 5. A SIGN SHALL BE PROVIDED ON THE DOOR LOCATED ABOVE AND WITHIN 12 INCHES (305 MM) OF THE RELEASE DEVICE READING: PUSH UNTIL ALARM SOUNDS. DOOR CAN BE OPENED IN 15 SECONDS. 6. EMERGENCY LIGHTING SHALL BE PROVIDED AT THE DOOR. IjEGEND NEW WALK—IN COOLER SLAB NEW COOLER BOX WALL (BY OTHERS) ............. NEW WALL NEW SALES FIXTURES D lb- ooa4 RECEIVED CITY OF TUKWILA JUN 03 2016 PERMIT CENTER KADESIGN ASSOCIATES ARCHITECTURE • ENGINEERING ARCHITECTURE & ENGINEERING 32808 4TH AVE SW Federal Way, Washington 98023 (206) 200-0015 Registration Design Teem BSI( Design BDK/BSK Drawn BSK checked 16GAS-00I KDA Project No. Gent Project No. Owner ROYAL RSP, LLC 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 Project 76 Convenience Store 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 Issue/Revision No. Dat®Desortrtion /14/15 SCHEMATIC DESIGN 14\ 21/15 PERMT REVISIONS /26/15 CONSTRUCTION CHANCE © /12/16 PEFMT RE AL Sheet Tffe NEW FLOOR PLAN X—Ret Name Path REVIEWED FOR DI= COMPLIANCE PROVED 2016 t^.ify of T kwila BUILDING ItyISION OO KA Copyright 2012 ASSOCIATES, LLC Sheet No. A1.1 93'-3" 29'-I1 1/2" 40'-3 1/2" GC. VERIFY 23'-0" �IALK IN COOLER 32SF S- ( P'OCC 320/0300.=300 SF 2 UCC O.L. 2<49 1 EXITER REQ. BACK ROO 180 SF / S-2 0 300 SF PER ©CC 180/300= 1 DCC 0.L. 2<49 1 EXIT i RE i r! 1110 '44 akOM C= jj ll a TOILET Rao' 52 SF 100 SF PER 00= 1, OCC,_ EXIT REi O O '�1 IOW 040 vIreofA I. 40, *41 ONO SOgreqv -a- ■ VIEMSIMAO IMEM SALES AREA 498 SF / M IE` 149 303°< .° 5Q POCCR O.L.' 50<49 2 EXIT RE+ DOOR 1 LIFE SAFETY FLOOR PLAN 1 /4"=1'O" NORTH SCC; L A LOAD OCCUPANT LOAD SALES AREA = 1498 S.F/ 30 S.F./OCC. = 50 OCCUPANTS INTERVENING AREAS = 2 OCCUPANTS TOTAL OCCUPANT LOAD = 55 OCCUPANTS 2 EXITS REQUIRED (2 EXITS PROVIDED) EXIT SEPARATION = 42 FT (< 1/2 67 FT DIAGONAL) EXIT WIDTH REQUIRED = 0.2 X 55= 11" = 36" MINIMUM PROVIDED EXIT ACCESS TRAVEL DISTANCE = 50 FT MAXIMUM < 200 FT ALLOWED LEGEND OFFICE 57 SF / B 0 100 SF PER OCE; 57/100- 1 OCC 0.L 1.<49 1 EXIT REE EGRESS PATI -4 OCCUPANT LOAD/EXIT b 6f• 00 8if RECEIVED CITY OF TUKWILA JUN 03 2016 PERMIT CENTER ARCHITECTURE • ENGINEERING ARCHITECTURE & ENGINEERING 32808 4TH AVE SW Federal Way, Washington 98023 (206) 200-0015 Registration Design Team 85K Design BDK/BSK Drawn MS< Checked 16GAS-00I KDA Project No. Clent Project No. ROYAL RSP, LLC 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 Project 76 Convenience Store 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 Issue/Revision No. i Date Description /14/15 SCHEMATIC DESIGN A\ 2/21/15 PERNT REVISIONS /26/15 CONSTRUCTION CHANGE *4/12/16 PERWr FIE AL Sheet Title LIFE SAFETY FLOOR PLAN X -Ref Name Path REVIEWED FOR ,, CIS E COMPL-tANCE PPROVE'D • JUN 0 8 20 6 Ttila ILDING DIV SION O yriait 2012 B KAUL DESION ASSOCIATES, LLC Sheet No. A1.1.1 ) Y XIXXXY I X X X X X X `A X X X X X uN IX X XX X X 1I h(tY X X I e XX XX`d Xinc )ne B 4 ODF WALK- IN COOLER 105 8 S ODF 8 B EXIT 15ACK RM (NO UJORK) 104 4 OAF . . . ..... I XXXXIIIXX MhCXXXX}(AIx nVXXX IXXIKXXXX\LXll'XXXXXXII'XXXXXXI Li 40 17 F• (E) 4 EDF (E) OF B NEW••ACOUSTICAL • • AB •;4 TILE CEILING - ••A5 AB (E) SALES 101 OFFICE 1A - (NO (NO WORK) 103 UNISEX 1A - (NO WORK) 102 4 EDF AB (E) (E) 4 FO (E) EXISTING ACOUSTICAL TILE CEILING F D • (E) EXIT (E) (E) (E) AF EXISTING SKYLIGHT EXIT 0 co I] REFLECTED CEILING PLAN (R.C.P.) 1 /4"=1'0" 12 GA. BRACING WIRE W/ MIN. 3 TIGHT TURNS IN 3" BOTH ENDS OF WIRE (TYP.) COMPRESSION STRUTS SEE DETAIL ANCHOR TO STRUCTURE ABOVE ATTACH COMPRESSION STRUT TO MAIN RUNNER W/ 2 SCREWS T—BAR OR GYP. BD. CEILING SYSTEM SEISMIC COMPRESSION STRUT 2" MAX. FROM BRACE WIRES TO CROSS RUNNER MAIN RUNNER CROSS RUNNER ACOUSTICAL CEILING DETAILS N.T.S. SUSPENDED ACOUSTCAL CEILING HANGER WIRES ATTACHED TO FIXTURE & ANCHORED TO STRUCTURE LIGHT FIXTURE GYPSUM BOARD CEILING OR ACOUSTICAL CEILING, WHERE OCCURS LIGHT FIXTURE DETAIL COMPRESSION STRUTS SEE DETAIL NORTH 12 GA. HANGER WIRE @ 4'-0" O.C. EA. WAY (MAX.) 3 FULL TURNS IN 3" EA. END SADDLE TIE W/ 2 STRANDS 18 GA. WIRE SEISMIC TIE WIRES SUSPENDED GYPBOARD CEILING COLD ROLLED 1 1/2" X 16 GA. CHANNELS ® 4'-0" O.C. 7/8" X 20 GA. FURRING CHANNEL ® 16" O.C. 5/8" GWB— 1 LAYER TYP. LUMINAIRE SCHEDULE: SEE ELECTRICAL DRAWINGS 8Y1460L LABEL GM CATALOG WISER DE8CRIP11 4 LAMP 0 C REAL6 DG MW ESL 1000L 35K .60C LITHONIA 11W LED B WT5 (2) 28T5 LITHONIA (2) 28 T5 I I D LRP BZ GW EL EDGE—LIT EXITS PRECISE LED EXIT SIGN LITHONIA EXIT A 2RT5 28T5 MVOLT VOLUMETRIC RECESSED GEB115S LPM835P RT5 2X4 LITHONIA (2)28 T5 AB 2RT5 28T5 MVOLT VOLUMETRIC RECESSED GEB115S LPM835P RT5 2X4 90 MIN. BATTERY BACKUP UTHONIA (2)28 T5 40 A F ELM2 LITHONIA S SMOKE DETECTOR (E) EXISTING 2'X4' TROUFER FLUORESCENT LIGHT FIXTURE TO REMAIN AS—IS Electrciral ENERGY CODE REQUIREMENTS: — Provide commissioning per 1513.7 — Provide Daylight Zone control per 1513.3 — Light fixture (F) Provided for egress lighting as required MOUNT AT 8'-0" A.F.F. — Provide Photocell for exterior lighting SUSPENDED ACCOUSTICAL TILE REQUIREMENTS: ACCOUSTICAL SUSPENDED CEILING REQUIREMENTS- — PRODUCT — SUSPENSION SYSTEM — MATCH EXISTING — SEISMIC RX CODE COMPLIANT APPROACH — ICC—ESR-1308 — PRODUCT — CEILING TILE — MATCH EXISTING SUSPENDED CEILING GENERAL NOTES: (BASED ON IBC 2012 & ASCE 7-05, SECTION 13.5.6.2.2) — CEILING AREA GREATER THAN 1000 S.F. MUST HAVE LATERAL FORCE BRACING — MAIN BEAMS AND CROSS TEES MUST BE SUPPORTED WITHIN 8 INCHES OF EACH WALL WITH 12 GA. WIRE OR APPROVED SUPPORT — A STRUT IS TO BE ATTACHED TO THE SUSPENSION SYSTEM AND TO THE STRUCTURE ABOVE AT EACH BRACING — RIGID BRACING MAY BE USED INSTEAD OF DIAGONAL SPLAY WIRES. RIGID BRACING MUST LIMIT CEILING MOVEMENT TO LESS THAN i INCH AT THE POINT OF THE ATTACHMENT. (SPLAY WIRE BRACING IS CLUSTERS OF FOUR WIRES ATTACHED TO THE MAIN BEAM WITHIN 2—INCHES OF A CROSS TEE INTERSECTION.) — HORIZONALT RESTRAINT POINTS ARE TO BE LOCATED NO MORE THAN 12 FEET ON CENTER IN EACH DIRECTION, AND THE FIRST POINT WITHIN 6 FEET OF EACH WALL. — ATTACHMENT OF THE BRACING WIRES TO THE MAIN BEAM AND THE STRUCTURE SHOULD SUPPORT THE GREATER OF 2000 POUNDS OR THE ACTUAL DESIGN LOAD WITH A SAFETY FACTOR OF TWO. — HEAVY DUTY GRID SYSTEM REQUIRED — MINIMUM OF 2 INCH WALL MOLDING REQUIRED — GRID MUST BE ATTACHED TO TWO ADJACENT WALLS — OPPOSITE WALLS MUST HAVE HAVE A 3/4 INCH CLEARANCE. — CEILINGS OVER 2500 S.F. MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS — CEILINGS WITHOUT RIGID BRACING MUST HAVE A 2 INCH OVERSIZED TRIM RING FOR SPRINKLERS AND OTHER PENETRATIONS — CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING — CABLE TRAYS AND ELECTRICAL CONDUIT MUST BE INDEPENDENTLY SUPPORTED AND BRACED. — IF PARTITIONS ARE ATTACHED OT THE SUSPENDED CEILING THEY MUST BE LATERALLY BRACED TO THE BUILDING STRUCTURE — VERTICAL HANGER WIRE TO BE - - NOT MORE THAN 4 FEET ON CENTER - - MUST BE PLUMB WITHIN 1 AND 6 - - TIED WITH THE THREE TURNS IN 3 INCHES — PENDANT FIXTURES MUST BE SUPPORTED BY THE STRUCTURE ABOVE. THEY MAY NOT USE THE CEILING SUSPENSION SYSTEM FOR SUPPORT. — LIGHT FIXTURES MUST BE SUPPORTED BY THE STRUCTURE ABOVE. THEY MAY NOT USE THE CEILING SUSPENSION SYSTEM FOR SUPPORT. — IF LIGHT FIXTURE IS 56 POUNDS OR LESS, MUST HAVE (2) 12 GA. WIRES ATTACHED AT THE DIAGONAL CORNERS. IF MORE THAN 56 POUNDS, MUST BE INDEPENDENTLY SUPPORTED FROM THE BUILDING STRUCTURE. bt(oo9 4 RECEIVED CITY OF TUKWILA JUN 0 3 2016 PERMIT CENTER KAUI DESIGNASSOCIATES Y ARCHITECTURE • ENGINEERING ARCHITECTURE & ENGINEERING 32808 4TH AVE SW Federal Way, Washington 98023 (206) 200-0015 Registration Design Team BSK Design BDK/BSK Drawn 55K Checked ISGAS-00I KDA Project No. Cnent Project No. ROYAL RSP, LLC 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 Project 76 Convenience Store 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 Issue/Revision No. Date Desctiption /14/15 SCHEMATIC DESIGN 21/15 PENT REVISIONS /26/15 CONSTRUCTION CHANGE ©4/12/16 PERMIT RE AL Sheet Title REFLECTED CEILING PLAN (R.C.P.) X -Ref Name Path REVIEWED FOR 'CODE COMPLIANCE APPROVED JUN 0 8 2016 CIV of Tukwila BUILDING DIVISION OO AUyrIGOA 2012 KAUL DESIGN ASSOCIATES, LLC Sheet No. A1.2 [ i/ & 47 .41. /. I J I .; �r f. .i 0 p # 4 4 rJ' f f i � 1 f 0) 4; F a 7 • IMMNIIMMINIIII MI*" owitialimmunin MiINIMOMOMN 11E>wi�il�R>NIRI �� �Nli[ t bawl re MorillMmir MIMI11111111101111eamice masa w����a�rrn .�$ UI11�I�IIII M1 in num �r�wt�lw»�w>I�Isssarwlllsar, » witcogamowerwifignarmagrow----E-F-alimp wrippr pv .N.#. pg MI11I1I1MIII6IIIM1X 1 i��1El�>11�= .f�so a rwwwws11�sa,�w�rs .. sd�,iw.�.•• c�.aw.�aeeerwweIIIIIIIMBIlt Ip it111111wi � r immummianummuniumme a Cf Ij 11111.1111011,111 DEMO EXISTING DOOR DEMO EXISTING COOLER BOX DEMO EXISTING NON-BEARING DEMISING WALL DEMO EXISTING METAL SIDING AND PREPARE OPENING FOR NEW COOLER BOX. EXISTING COLUMNS AND C -CHANNEL STRUCTURE TO REMAIN. EXISTING 3X3 T.S. TO REMAIN lg.C. TO CONFIRM I LOCATIONS PRIOR TO ORDERING NEW COOLER BOX) DEMO EXISTING 10 X 10 ROLL -UP DOOR, TRACKS AND SUPPORTS. PREPARE OPENING FOR NEW ALUMINUM WINDOW PACKAGE. DEMO EXISTING WINDOW ENLARGE OPENING FOR NEW ALUMINUM WINDOW PACKAGE NOT USED NOT USED NOT USED • 11/ (i) WEST ELEVATION 1 /4"=1'0" 0 0 EXISTING 3X3 T.S. COLUMNS TO REMAIN (G.C. TO VERIFY LOCATIONS) C2) EAST ELEVATION 1 /4"=1 '0" i If y/ (4). NORTH ELEVATION 1/4n=1'0" RECEIVED CITY OF TUKWILA JUN 03 2016 PERMIT CENTER Mb- 009.4 ARCHITECTURE • ENGINEERING ARCHITECTURE & ENGINEERING 32808 4TH AVE SW Federal Way, Washington 98023 (206) 200-0015 Registration Design Team BSK Design BDK/BSK Drawn BSK Checked 16GAS-001 KDA Project No. Gent Project No. ROYAL RSP, LLC 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 Protect 76 Convenience Store 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 Issue/Revision No. Date Description 1/14/15 SCHEMATIC DESIGN A2/21/15 REMIT REVISIONS 8/26/15 CONSTRUCTION CHANCE A 4/12/16 RESUBUTTAL Sheet The EXTERIOR ELEVATIONS DEMO X -Ref Name Path REVIEWED FOR CODE -COON PLIANCE ROVED JUN 0 6 2016 nitspallikwila BUILDING DIVISION ® Copyright AULDES� KASSOCIATES, LLC Sheet No. A2.1 ..e j � == - /. I J I .; �r f. .i a Cf Ij 11111.1111011,111 DEMO EXISTING DOOR DEMO EXISTING COOLER BOX DEMO EXISTING NON-BEARING DEMISING WALL DEMO EXISTING METAL SIDING AND PREPARE OPENING FOR NEW COOLER BOX. EXISTING COLUMNS AND C -CHANNEL STRUCTURE TO REMAIN. EXISTING 3X3 T.S. TO REMAIN lg.C. TO CONFIRM I LOCATIONS PRIOR TO ORDERING NEW COOLER BOX) DEMO EXISTING 10 X 10 ROLL -UP DOOR, TRACKS AND SUPPORTS. PREPARE OPENING FOR NEW ALUMINUM WINDOW PACKAGE. DEMO EXISTING WINDOW ENLARGE OPENING FOR NEW ALUMINUM WINDOW PACKAGE NOT USED NOT USED NOT USED • 11/ (i) WEST ELEVATION 1 /4"=1'0" 0 0 EXISTING 3X3 T.S. COLUMNS TO REMAIN (G.C. TO VERIFY LOCATIONS) C2) EAST ELEVATION 1 /4"=1 '0" i If y/ (4). NORTH ELEVATION 1/4n=1'0" RECEIVED CITY OF TUKWILA JUN 03 2016 PERMIT CENTER Mb- 009.4 ARCHITECTURE • ENGINEERING ARCHITECTURE & ENGINEERING 32808 4TH AVE SW Federal Way, Washington 98023 (206) 200-0015 Registration Design Team BSK Design BDK/BSK Drawn BSK Checked 16GAS-001 KDA Project No. Gent Project No. ROYAL RSP, LLC 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 Protect 76 Convenience Store 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 Issue/Revision No. Date Description 1/14/15 SCHEMATIC DESIGN A2/21/15 REMIT REVISIONS 8/26/15 CONSTRUCTION CHANCE A 4/12/16 RESUBUTTAL Sheet The EXTERIOR ELEVATIONS DEMO X -Ref Name Path REVIEWED FOR CODE -COON PLIANCE ROVED JUN 0 6 2016 nitspallikwila BUILDING DIVISION ® Copyright AULDES� KASSOCIATES, LLC Sheet No. A2.1 WNW _1111inwmai NNUMNISUNNINWIMINININSIN mgairiormaier IMi11lrkiIlltUl<I . IMMIdlINIMMOINeteimilmeeeem eMwwaswaraaea Z�11`il!pRf'f� llll■es NM 19�ItiNNE A ar 1wl iWAIURINOWNONNNINNOWNNININ ..: OI Mla NNM ■wI7■I W WWWI W ININNNUNNI>R�w ■rwl>AaeBew �wwlM�Matdi.�r#� WiWNI RNwwwwar WW60 lemenel=e,aelMINEMMOKEKOMggail WEST ELEVATION 1/4"=1'o" NNWINNWIN NWWWWWWWWW4milwaIN WWNINNIMMINNENWINIANUIN mosnageolaNSIMIONOMIIMM IWIIIMINIONIMI INWWWWNiwrw—w■i�W"wei��i_r I_—IE■Iww --- NWINI ww>raiNWINC lwWN=_wwwlINI WWMINWWIWNNIWNNINWMIIII- — EllIWINWIW7NNWENININIE 11:01WWWWWWWWWWNINOW I�WENNIN�, .NW rlw� l ms >I INNOWNININNIWEIMINONWN WINNWN-wiwlaalsl _•__– e�wwwr�r _ aa.IlwwwaaSwrwlINr_ I9ea■l_NNIWEwtlwr, ww 1�..iiw www ww esem awl _ _wwtw rwll.� e EXISTING DOOR BRICK SIDING TO REMAIN EXISTING WOOD PANEL SIDING TO REMAIN EXISTING METAL SIDING PANELS TO REMAIN EXISTING METAL FASCIA TO REMAIN EXISTING WINDOW AND DOORS TO REMAIN EXISTING ROOF MOUNTED HVAC TO REMAIN NEW INSULATED ALUMINUM STOREFRONT WINDOWS NEW COOLER BOX ENCLOSURE (MATCH EXISTING) NEW STOREFRONT DOOR PER PLAN/ELEVATION TEMPERED GLASS ARCHITECTURE • ENGINEERING ARCHITECTURE & ENGINEERING 32808 4TH AVE SW Federal Way, Washington 98023 (206) 200-0015 BRAD S. KA STATE OF WASHINGTON Checked 16GAS-00I ROYAL RSP, LLC 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 Project 76 Convenience Store 15060 TUKWILA INTRN'L BLVD 'TUKWILA, WA 98188 Issue/Revision Description 1/14/15 2/21/15 SOI-EMATIC DESIGN PERMIT REVISIONS CONSTRUC710N CHANGE PERNT RE AL sheet title EXTERIOR ELEVATIONS NEW Path EVIEVJED FOR E COMPLIANCE APPROVED JUN C'8 2016 SOUTH ELEVATION 1/4"_1'0" RECEIVED CITY OF TUKWILA JUN 03 2016 PERMIT CENTER 0 Copyright DESIGN ASSOCIATES, LLC Sheet No. A2.2 i s 3 x is 2 '#t' I 1 1 i , EXTERIOR ELEVATIONS NEW Path EVIEVJED FOR E COMPLIANCE APPROVED JUN C'8 2016 SOUTH ELEVATION 1/4"_1'0" RECEIVED CITY OF TUKWILA JUN 03 2016 PERMIT CENTER 0 Copyright DESIGN ASSOCIATES, LLC Sheet No. A2.2 EXISTING ROOF W/ RIGID INSULATION TO REMAIN DEMO EXISTIN3 DEMISING WALL PER PLAN EXISTING ROOF W/ RIGID INSULATION TO REMAIN EXISTING PLENUM - NO WORK EXPAND EXISTING PLENUM INTO EXISTING TENANT SPACE EXISTING TENANT SPACE (NO WORK) EXISTING ACOUSTIC TILE CEILING TO REMAIN DEMO EXISTING WALK-IN COOLER EXISTING METAL SIDING TO REMAIN 20 GA. FLASHING UNDER EXISTING METAL SIDING AND OVER NEW ROOFING NEW ASPHALT SHINGLE ROOFING OVER 30# FELT OVER SHEATHING PER STRUCTURAL BUILDING SECTION 1 /4"=1'0" RAFTER AND BEAM PER STRUCTURAL COOLER BOX WALL PANELS (BY OTHERS) COOLER ROOF CLOSURE DETAIL 1-1/2"=1'0" EXISTING INSULATION NOT SHOWN FOR CLARITY EXISTING C -CHANNEL GIRT TO REMAIN NE ACWOUSTICAL TILE CEILING PER PLAN 5/8" GWB (PAINT) NEW PONY WALL (NON LOAD BEARING) PROVIDE R-21 INSULATION W/ VAPOR BARRIER SIDING PER ELEVATION CONT PEAL AND STICK EXT SHEATHING DRIP CAP 5/8" CONCRETE BACKER BOARD 3 PATCH ASPHALT 5/8" CONCRETE BACKER BOARD R-10 RIGID INSULATION #4 BAR CONT. WALK— IN COOLED 105 COOLER BOX WALL PANELS (BY OTHERS) HOLD DOWN BOLTS PER COOLER MFR REQUIREMENTS 4" CONC. COOLER SLAB #4 © 16" O.C. #4 © 16" O.C. COOLER WALL CURB DETAIL 1-1 /2"=1'0" EXISTING CONCRETE SLAB TO REMAIN. - EXPAND V.C.T. FLOORING INTO EXPANSION AREA. EXISTING WALL TO REMAIN AS -IS EXISTING C -CHANNEL TO REMAIN NEW ROOF TO MATCH EXISTING NEW WALL TO MATCH EXISTING Eq z I- 4 HEAD FLASHING 4 4 4 4 4 I I 1 I I 4 I 4 4 I 4 4 4 4 4 COOLER BOX BY OTHERS WALK- IN COOLER 105 EXISTING ROOF TO REMAIN - EXISTING CONTINUOUS RIGID INSULATION OVER STRUCTURE TO REMAIN O UACOUSTIC TILE CEILING PER PLAN +� ir X w = U EXISTING CONCRETE SLAB TO REMAIN. EXPAND V.C.T. FLOORING INTO EXPANSION AREA. FOOTING INSULATION PER DETAIL • NEW WALK-IN COOLER SLAB AND REINFORCING PER DETAIL COOLER BOX SECTION 1/4"=1'0" bUrOOB'I RECEIVED CITY OF TUKWILA JUN 03 2016 PERMIT CENTER ARCHITECTURE • ENGINEERING ARCHITECTURE & ENGINEERING 32808 4TH AVE SW Federal Way, Washington 98023 (206) 200-0015 R ation Design Team B8K Design BDKBSK Drawn 155K Checked 16GA5-00I KDA Project No. Client Project No. Owner ROYAL RSP, LLC 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 Project 76 Convenience Store 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 Issue/Revision No. Date Description /14/15 SC EEAATlC DELI /A '/21/15 PERIN REVISIONS /26/15 CONSTRUCTION CHANGE ' /12/16 PERWT RE AL Sheet The SECTiONS + DETAILS X -Ref Name Path D FOR 2LIANCE UQ 2016 Oc right 2012 KAP. DESIGN ASSOCIATES, LLC Sheet No. A3.1 .Ikwila !VISION TURN DOWN SLAB FOOTING #4 CONT. WALL FRAMING PER PLAN 5/8"X 7" ANCHOR BOLT @ SPACING PER PLAN 2X PT MUDSILL EXISTING SLAB AND FOOTING TO REMAIN 0 POST PER PLAN POST BASE PER PLAN 4" CONC. SLAB POST BASE (i) E #4 @ 16" O.C. E.W. TURN DOWN SLAB -,40 FRAMING RAFTER PER PLAN BLOCK H1 2X TOP PLATE SHEATHING PER PLAN WALL FRAMING PER PLAN SHEATING PER PLAN RAFTER PER PLAN RAFTER HANGER PER PLAN POST BASE BEAM PER PLAN POST CAP PER PLAN POST PER PLAN 2X4 P.T. PLATE WITH 0.5"x7" A.B.'S @ 4'-O" O.C. EXISTING METAL BUILDING COLUMN TO REMAIN EXISTING METAL BUILDING COLUMN TO REMAIN jt( S1.1 6"X18" THICKENED SLAB EDGE W/ #4 CONT TOP AND BOTTOM AND #4 VERTS @ 16" OC 7-2X4 P.T. PLATE WITH 0.5"x7" A.B.'S @ 4'-0" O.C. EXISTING EXTERIOR WALL TO REMAIN AS -IS L FOUNDATION 1/4"=r0" S1.1 4" CONC SLAB W*49 16" O.G. 8V1S 'ON00 ONIISIX3 EXISTING METAL — BUILDING COLUMN TO REMAIN SHEAR WALL: — 15/32" PLYWOOD SHTG (40/20 C -D CDX APA) NAILED W/10d @ 6" EDGES AND 12" FIELD 0 EXISTING METAL BUILDING COLUMN TO REMAIN NORTI-1 ROOF SHEATHING: - 15/32" PLYWOOD SHTG (40/20 C -D CDX APA T&G) NAILED W/10d @ 6" EDGES AND 12" FIELD U • LI_t•o d A 0 EXISTING METAL BUILDING COLUMN TO REMAIN lP 0 ff s2 70 EXISTING METAL BUILDING COLUMN TO REMAIN 1-41 6 EA RAFTER EXISTING CONC. SLAB EXISTING SHEAR WALL: z F— O O X W CO X N 4x6 H.F. BEAM C ROOF FRAMING 1 /4"=1 '0" LU26 TYP. o EACH RAFTER EXISTING METAL BUILDING COLUMN TO REMAIN 4x6 H.F. BEAM so57-1 os� do EXISTING METAL BUILDING COLUMN TO REMAIN NORTH 4x6 H.F. BEAM 4x6 H.F. BEAM .0 os' O EXISTING METAL — BUILDING COLUMN TO REMAIN do 'ii - O ti '°0 s), EXISTING METAL BUILDING COLUMN TO REMAIN RECEIVED CITY OF TUKWILA JUN 032016 PERMIT CENTER b 1(trOOBL( KA UL DESI! ASSOCIATES , ARCHITECTURE • ENGINEERING ARCHITECTURE & ENGINEERING 32808 4TH AVE SW Federal Way, Washington 98023 (206) 200-0015 Registration Design Team BSK Design BDKBSK Drawn BSK Checked 16GA5-001 KDA Protect No. Gent Project No. ROYAL RSP, LLC 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 Protect 76 Convenience Store 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 Issue/Revision No. Date Description /14/15 ScH8lA►T1C DESIGN A\ 21/15 A\ /26/15 POW SONS CONSTRUCTION CHANGE POW RE AL Sheet Title COOLER FRAMING PLAN X -Ref Name Path ,REVIEWED FOR DE COMP JIANCE APPROV tD JUN 0 8 1016 �fv of Tukwila ISION O Copyright DEI ASSOCIATES, LLC Sheet No.