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Permit D15-0019 - 76 GAS STATION - EXPANSION AND WALK-IN COOLER REPLACEMENT
76 GAS STATION 15060 TUKWILA INT'L BLUR EXPIRED 01131116 D15-0019 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 Parcel No: 0041000680 Permit Number: D15-0019 Address: 15060 TUKWILA INTERNATIONAL Issue Date: 3/13/2015 BLVD Permit Expires On: 9/9/2015 Project Name: 76 GAS STATION Owner: Name: DESMOIRE FRANK SR Address: 5245 BALL CT FAMILY TRUST, CHINO, WA, 97100 Contact Person: Name: BRAD KAUL 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: ROYAL RSP LLC Address: 15060 TUKWILA INTERNATIONAL B , TUKWILA, WA, 98188 DESCRIPTION OF WORK: Phone: (206) 200-0015 Phone: (253) 854-4976 Expiration Date:,2/27/2016-'"' EXPAND EXISTING CONVENIENCE STORE INTO EXISTING TENANT SPACE. REMOVE EXISITING WALK-IN COOLERS AND REPLACE WITH NEW WALK-IN COOLER. NEW PRODUCT SHELVING. EXTEND EXISTING HUNG CEILING INTO CONVENIENCE STORE EXPANSION. Project Valuation: $90,000.00 Fees Collected: $2,396.82 Type of Fire Protection: Sprinklers: Fire Alarm: YES Type of Construction: VB Occupancy per IBC: M Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channel ization/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: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No 6 Permit Center Authorized Signature: Date: 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: ��� Date. ' 02� Print Name:G.L�1� 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: 23: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 4: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: Maintain fire extinguisher coverage throughout. 6: 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) 7: 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) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: 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) 10: 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) 11: 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) 12: 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) 13: 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) 14: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of . egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 16: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 17: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72-17.5.3.1) 19: 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. 20: 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) 18: 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) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 22: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 24: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 27: ***BUILDING PERMIT CONDITIONS*** 28: 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. 29: 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. 30: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 31: 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. 32: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 33: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 34: All wood to remain in placed concrete shall be treated wood. 35: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 36: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 37: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 38: 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). 39: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 40: 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. 41: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 42: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 0603 ROOF/CEILING INSUL 0602 SLAB/FLOOR INSUL 0406 SUSPENDED CEILING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR 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.Rov DEVELOPMENT PERMIT Parcel No: 0041000680 Permit Number: D15-0019 Address: 15060 TUKWILA INTERNATIONAL Issue Date: 3/13/2015 BLVD Permit Expires On: 9/9/2015 Project Name: 76 GAS STATION Owner: Name: DESMOIRE FRANK SR Address: 5245 BALL CT FAMILY TRUST, CHINO, WA, 97100 Contact Person: Name: BRAD KAUL Address: 1733 FERNDALE AVE SE, RENTON, WA, 98058 Contractor: Name: Al DIAMOND CONSTRUCTION Address: 31758 14TH WAY SW, FEDERAL WAY, WA, 98023 License No: AIDIADC860J8 Lender: Name: ROYAL RSP LLC Address: 15060TUKWILA INTERNATIONAL B, TUKWILA, WA, 98188 Phone: (206) 200-0015 Phone: Expiration Date: DESCRIPTION OF WORK: EXPAND EXISTING CONVENIENCE STORE INTO EXISTING TENANT SPACE. REMOVE EXISITING WALK-IN COOLERS AND REPLACE WITH NEW WALK-IN COOLER. NEW PRODUCT SHELVING. EXTEND EXISTING HUNG CEILING INTO CONVENIENCE STORE EXPANSION. Project Valuation: $90,000.00 Fees Collected: $2,396.82 Type of Fire Protection: Sprinklers: Fire Alarm: YES Type of Construction: VB Occupancy per IBC: M Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 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: Permit Center Authorized Signatu Volumes: Cut: 0 Fill: 0 Number: 0 No /j// Date. I hearby certify that I have read and examined this iermit and know the same to be true and correct. All provisions of law and ordinances governing this rk 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: / ��� 9 Date:'? _ / 3 , Print Name: 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: 23: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 4: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: Maintain fire extinguisher coverage throughout. 6: 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) 7: 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) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: 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) 10: 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) 11: 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) 12: 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) 13: 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) 14: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 16: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F. P.A. 72 and City Ordinance #2437. 17: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72-17.5.3.1) 19: 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. 20: 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) 18: 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) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 22: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 24: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 27: 'BUILDING PERMIT CONDITIONS' 28: 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. 29: 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. 30: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 31: 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. 32: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 33: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 34: All wood to remain in placed concrete shall be treated wood. 35: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 36: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 37: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 38: 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). 39: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 40: 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. 41: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 42: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 0603 ROOF/CEILING INSUL 0602 SLAB/FLOOR INSUL 0406 SUSPENDED CEILING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKWILA Community Development Department ' Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htti)://www.TukwilaWA.gov Building Permit Project No. Date Application Accepted: Date Application Expires: use CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 004100-0680 Site Address: 15060 Tukwila International Blvd Suite Number: Floor: 1 Tenant Name: 76 gas Convenience Store New Tenant: ❑..... Yes O..No PROPERTY OWNER Name: Royal RSP, LLC Address: 15060 Tukwila Int. Blvd City: Tukwila State: wa Zip: 98188 CONTACT PERSON — person receiving all project communication Name: grad Kaul Address: 1733 Ferndale Ave SE City: Renton State: WA Zip: 98058 Phone: (206) 200-0015 Fax: Email: brad@kda-ae.com GENERAL CONTRACTOR INFORMATION Company Name: / � J`10,vD Cdws Address: 1 -7S-F 1 4Tywl S' /-0 City: Feav Ro , LvqState: Zip:caryC7q j Phone: 5 -Jy`_W3 Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Kaul Design Associates, LLC Architect Name: Brad Kaul Address: 32808 4th Ave SE City: Federal Way State: WA Zip: 98023 Phone: (206) 200-0015 Fax: Email: brad@kda-ea.com ENGINEER OF RECORD Company Name: 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: S L Address:l 4V �-- L City: V L State: ut/ Zip: H:NpplicatiomlPorms-Apphcations On Line1201 I ApplicationsTermit Application Revised - 8-9-1l.doet Revised: August 2011 Page l of 4 bh PUBLIC WORKS PERMIT INFOi..Lv1ATION — 206-433-0179 Scope of Work (please provide detailed information): 01A Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila El ... Water District #125 ❑ .. Highline ❑ . Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑...Valley View ❑ . Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided 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 Analication (mark boxes which apr ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...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 Ref ind/Billine: Name: Day Telephone: Mailing Address: City State Zip H:4lpplications\Forms-Applications On LineV011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 Page 3 of 4 bh BUILDING PERMIT INFORMATIQ — 206-431-3670 Valuation of Project (contractor's bid price): $ 90,000 Existing Building Valuation: $ 523,400 Describe the scope of work (please provide detailed information): Expand existing convenience store into existing Tenant Space. Remove existing walk-in coolers and replace with new walk-in cooler. New product shelving. Extend existing hung ceiling into convenience store expansion. Will there be new rack storage? ❑..... Yes J& No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per BC In Floor 3,010 700 0 0 V-B M 2 Floor 3`3 Floor . Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport 2,688 0 0 0 II-N 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: 9 Compact: 3 Handicap: 1 Will there be a change in use? ❑....... Yes 91....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ ....... Sprinklers 0....... Automatic Fire Alarm ❑ ....... None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑....... Yes W1 .......No If "yes, attach list of materials and storage locations on a separate 8-112" x I "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:Wpplications\Fo=-Applications On LineU011 Applications.Tennit Application Revised - 8-9-1l.docx Revised: August 2011 Page 2 of 4 nh PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review —Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER Date: 01/26/2015 Print Name: Brad Kaul Day Telephone: (206) 200-0015 Mailing Address: 1733 Ferndale Ave SE Renton wa 98058 City state zip H:Wpplicationc\Forms-Applications On Linet2011 ApphcationsTennit Application Revised - 8-9.1Ldocx Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,482.11 D15-0019 Address: 15060 TUKWILA INTERNATIONAL BLVD Apn: 0041000680 $1,482.11 DEVELOPMENT $1,411.75 PERMIT FEE R000.322.100.00.00 0.00 $1,407.25 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 TECHNOLOGY FEE $70.36 TECHNOLOGY FEE TOTAL'4: 1 R000.322.900.04.00 0.00 $70.36 $1,482.11 Date Paid: Friday, March 13, 2015 Paid By: ROYAL RSP LLC Pay Method: CHECK 1223 Printed: Friday, March 13, 2015 11:40 AM 1 of 1 %'w LJ Li SYSTEMS Date Paid: Wednesday, January 28, 2015 Paid By: ROYAL RSP LLC DBA TUKWILA 76 Pay Method: CHECK 1119 Printed: Wednesday, January 28, 2015 8:17 AM 1 of 1 j'Jw'�' LJ �.1 IffSYSiEMS YY/ I INSPECTION RECORD 0019 Retain a copy with permit �� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: I /` G 64-5 <kT.4 11 Type of Inspec ion' Sus Address: / / / 06,0 ry� t f�iv�y1�+'�wr� ✓41 Date Called: Special Instructions: A !`( Date Wanted: a.m. '7- p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: inspect : _ Dap,_` REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection N 7I1iLil , INSPECTION RECORD l� Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: i rr Type of Inspection: Address: r Date Called: Special Instructions: PI/� Date Wanted: a.m.. `"2 _ _ p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. M M ENTS: Inspector: Date: , REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,1 INSPECTION RECORD 061� Retain a copy with permit jh� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proje : 71� Type of Ins p lion: Address: ' d. J.&C Date Calle : Special Instructions: H Date Wanted: a.m. ,— 2 / p.m. Requester: Phone No: Approved per applicable codes. 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 j Retain a copy with permit � � � l INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro76 � y Type of�Iq�spec 4" ova - Address: ' �o j()kU;J 1A ltg4,i Date Called: Special Instructions: eon Date Wanted: a.m. -7P Zf -i5 p.m. Requester: Phone No: Z.Approved per applicable codes. 1-1 Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 9 ' INSPECTION RE Retain a copy with INSPECTION NO. -ORD CIS-4�I9 permit 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: �.�e� . (p rq - fAA4n11 T�pe oif Inspection- G(/,�i W/ Address: �7- { i iS0 f Date Called: Special Instructions: ,_j Date Wanted: a.m. 7 —Zy % j p.m. Requester; �_ ♦- Phone N� 74 (741/ Approved per applicable codes. N Corrections required prior to approval. SWIM REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 9 INSPECTION RECORD Retain a copy with permit �b0�� INS 901 0. 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: Type of Inspection* o Address: l S-06 -FkA �J Date Called: Special Instructions: Coo fer Q0 '-14 ' /q,rp _ Date ?—? 7 a.m. —�f1i".�_ p.m. Requester: [!n:e:No: Approved per applicable codes. corrections required prior to approval. iiCOMMENTS: "Irk, - . N ji . . r' &'r/A9 "0 ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 31 INSPECTION RECORD Retain a copy with permit 00 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prole : 7 v Type of Inspection: G Z--C ce Address: Date Called: Special Instructions: ARequester: Date Wanted: a.m. C—(7-(.- p.m. Phone No: REINSPECTION PEE 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. ( F-- 0(31-T -1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 LO Type of Inspion: ff -5(4 9 V& Address: 1570 t IAA+- 15(t1el ?ate Called: Special Instructions: :--- Date Wanted, a.m. (f p.m. s-- equest r: J-0cl Lt)e-( (S Cg (( eal Phone No: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100, Call to schedule reinspection. INSPECTION RECORD n( Retain a copy with permit:P(5-- 00(CT INSPnTION 140PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project'. 16 Gas- f-(d A Type of Inspgction: Addre: r pud 1.5-0ssT-W� r date Called: �J Special Instructions: A -Al uate Wanted- a.m. S - n p.m. Requester: Pgone No: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. cc � a� c— � AMOTECTURE • LNW NEFJIINO LU Y _� Z d E\GINTERING > ii� {— nt .r- W V .ARCMTECTURE 3NP TH{YE SW FediA IH2- W23 11161t�1i u 0 r`- cc a:LU j M IS' V� SWEAR WAu: t5/32' PLt"W000 SWt ROYAL LI uoso TUCWUKW LA nrRnti eLw TUKWYA WA Oe.B (10/20 C-O COX APA) NA 1/10a 5' EDGES AND t2'®i y I C L 0 QOOQ ROOF SWGT.- OOD SWTO DE LOx TOG) O EA RAFTER EX157ING SWEAR WP EE PQ 50� Q _ (,./202L —LED N/OtOo O IS ES A iELD EOG 78 Comenbce Slere TUCWl.A NRiN'L 6Lw x H F. E _W60 ® Z® TUKWY.A WA 9B.P ~� I I I I I I I I 1 I I I I 1 I LL o I I I I I I I I I I I I I I I y14 UO l_ J11� _I11 `P BEAM 4x6 H.F. BEAM �.o i S 4x6 H.F. BEAM .t; 4x6 H.F. BEAM A v v u S�ti f 4.6 M.F. BEAM sOi SOi SOi O ED2G RTP. O B sr EACN RAFTER O B si B `rr O B `rr O e `Pr r NORTH ROOF FARMING 1 . aa• COOLER FRAMING PLAN Goedeke Engineering Bellevue, WA 425-417-5163 r Job: Date: Page Of V,` 1, � -- "RECEIVED C17Y OF TUKWILA JUL 17 2015 PERMIT CENTER DI5 - 00 tq Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R' Revised Oct2013 Project Info Project Address 15060 Tukwila international Blvd Date 1/27/2015 Compliance forms Tukwila, MA 98188 For Building Department Use do not require a password Instructional use. Royal Applicant Name: a al RsB, rrc calculangcells calculating cells are write -protected. L FeA � a Applicant Address: 15060 Tukwila international Blvd Applicant Phone: 206-200-0015 Project Description ❑ New Building ❑ Addition ❑✓ Alteration ❑ Change of bccupancyic: ncll oning Compliance Path Q Prescriptive Q Component Performance Q Total Building Performance Selection required to enable forms. Occu anc Group y p 0 Commercial Q Group R - R2 & R3 over 3 stories and all R1 Selp ection required to enable forms. Vertical Fenestration and Total Vertical Gross Exterior Skylight Area Calculation Fenestration Above Grade % Vertical If complying via the Prescriptive path, (rough opening) divided by Wall Area times 100 equals Fenestration 457.0 — 2610.0 X 100 = 17 .5 % enter values for vertical fenestration, skylights, gross walls and roof on this ENV -SUM worksheet. If complying via the Component Performance path, enter Gross Exterior these values in the ENV-UA worksheet. Total Skylight divided by Roof Area times 100 equals % Skylight These values auto -fill from ENV-UA and are write -protected on ENV -SUM. 0.0 — 0.0 X 100 = Fenestration Area Vertical VERTICAL FENESTRATION AREA COMPLIES Fenestration Area Compliance Skylight Area t m Vertical Fenestration O 50% or more of the floor area is within a daylight zone per C402.3.1.1 (1� Alternates Q High Performance Fenestration U-factors and SHGC per C402.3.1.3 Compliance Method ❑ Skylight area 3% or greater, VT-0.40 or greater Single Story Spaces ❑ Skylight effective aperture 1 % or greater, provide calculation Requiring Skylights ❑ Space eligible for exception Requires a minimum of 50% of floor area to be within a skylight daylight zone for specific space types. Refer to C402.3.2 for requirements. ❑ Project has semi -heated spaces as defined per C402.1.4 ❑ Applying wall exception to semi -heated spaces 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. ❑✓ Walk-in Cooler ❑ Walk-in Freezer ❑ Refrigerated Warehouse Cooler ❑ Refrigerated Warehouse Freezer Refrigerated Spaces Refrigerated spaces shall comply under the Prescriptive Path only. Compliance documentation for these areas may be combined with non -refrigerated areas in the ENV -PRESCRIPTIVE form. Refer to C402.5 and C402.6 for requirements. Mixed Occupancy and/or Project includes more than one occupancy type and/or level of space conditioning. Multiple compliance forms may be required. Select all that apply to scope of project: RECE Space Conditioning 0 Commercial ❑ R2 & R3 over 3 stories and all R1 Q RefrigeCtf F T ❑✓ Fully Conditioned ❑ Semi -Heated ❑ Low Energy` A' ❑ R2 & R3 - 3 stories or less JAN 2 *Low energy areas are exempt from all thermal envelope provisions and compliance forms for ese areas are not required. Refer to C101.5.2 tbfAVmption. 0 VIED JKWILA 2015 ENTER 1315- 00 11 2012 Washington State Enerav Code Compliance Forms for Commercial Buildinas 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 C402.3In the 2012 INSEC 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. 1148 c.i. U 0.034 U-0.031 Metal Building arith R-3.5 thermal blocks Note 3 R-25 + R-11 Ls R-25 + R-I l Ls U-0.031 U-0.031 Attic and Other R49 R-49 U-0.021 U-0.021 Walls, Above- rode Mass R-9.5 c.i. R-13.3 c.i. U-0.104 Note 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-10c.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 6. 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 R-4.75 No U-Value for prescriptive compliance. Table C402.3 - 0-30% of wall area, or 30%-40% per Section C401.3.1.1 DLZ Section C401.3.1.3 High Perfornwnce Fenestration Option - 0-40% of wall area Fenestration Assembly Maximum U-factor Notes 1,z 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 L U-0.50 U750 Fenestration Assembly Maximum SHGC Factor Vertical Fenestration PF < 0.2: all orientations - SHGC-0.40 0.2 5 PF < 0.5: north - SHGC-0.44; all other - SHGC-0.48 PF 2 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 2 0.5: north - SHGC-0.42; all other - SHGC-0.56 S li hts SHGC-0.35 SHGC-0.35 Refrigerated Spaces Insulation Insulation Minimum R-Value Table C402.5 and C402.6 Assembl 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 re . Flooi:,i No Requirement M Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all F 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. ootnote 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 WSECfor 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 D in 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 2012 Washinqton State Enerqv Code Compliance Forms for Commercial Buildinas includina R2 & R3 aver 3 stories and all R1 Revlsed Oct 2013 Project Address 15060 Tukwila International Blvd Date 01/27/2015 Occupancy Group @ Commercial 0 Group R ing For g Department Use Build 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 11-factors/F-factors for others. Note compliance method taken for each assembly in spaces provided. BuildingComponent om p U-Factor/F-Factor for Alternative R-Value for Prescriptive Compliance Prescriptive Compliance Alternate Cl U-Factor Source Continuous R-Value (Appendix A, Chapter 3 Cavity Ins. Ins. (CI) (Table C402.2 Assembly table, or approved Provide page/plan # of assembly detail and ID. R-Value R-Value Footnote F)' U-Factor calculation method) Y ID: ID: 0 ID: ID:Existing to remain (no work) °o m ID: 2 ID: ID: t ID: 0 ID: ID:Existing to remain (no work) u ID: S ID: a a ID: m ID: 5 ID: ID: % = o ID: Q o 3 ID: O ID: 0 m ID: ID: A ID:N/A c ID: d Co L ID: 0 ID: " ID:N/A m ID: c ID: a u v ID:N/A m E ID: m ti ID: Perim. Ins. Full Slab Cl R-Value R-Value F-Factor F-Factor Source ID:Cooler Box Slab (detail 3/A3.1) 10.0 0.540 table 402.1.2 m a� m t ID: c - ID: ID: � m = 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 spacerblocking 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. 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 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 g P U-Factor/F-Factor for Alternative R-Value for Prescriptive Compliance Prescriptive Compliance Alternate Cl U-Factor Source Continuous R-Value (Appendix A, Chapter 3 Cavity Ins. Ins. (CI) (Table C402.2 Assembly table, or approved Provide page/plan # of assembly detail and ID. R-Value R-Value Footnote F) U-Factor calculation method) rn LO ID:Walk-In cooler Reach In per 402.5.6 c o ID -Walk -In Cooler Entrance R-25 per 402.5.3 u) 0 ID: a ` ID: ' ° ID: ID: Solar Heat Gain Coefficient (SHGC) U-Factor for Prescriptive Compliance SHGC Projection Adjustment U-Factor Source factor (PF) Multiplier (if Assembly Assembly (NFRC, Appendix A, or (if applicable) applicable) SHGC U-Factor Chapter 3 table) ID:N/A 2 ID: c ID: Z ID: y ID:Window "A" 0.40 0.38 NFRC c 2 xw ID: f6 ID: N c d y 2 ID: LL o. ID:N/A U G ID: ID: ID:N/A ID: aci ID: � ID: N N I D: N/A — --- L rn Y r ~_ ID: ID: a ID: Note r - St UL; 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 Building Permit Plans Checklist, •• 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 I Data 1/27/2025 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 Code _7Documents Location in Building (yes,no,na) Section Component Compliance information required in permit documents Department Notes SCOPE na C101.5.2 Low energy spaces Low energy spaces identified on plans na C101.5.2.1 C402.1.4 Semi -heated spaces Semi -heated spaces identified on plans C402.5 Cooler and freezer Walk-in and refrigerated warehouse cooler and freezer spaces Identified on yes C402.6 spaces plans A1.1 na C101.4.6 lMixed occupancy 1Spaces with different occupancy requirements Identified on plans C101.4.4 Change of Existing F, S and U-occupancy building spaces undergoing a change of na C101.4.5 occupancy/space occupancy or space conditioning that require compliance are identified on conditioning plans ENVELOPE PROVISIONS yes C303.1 Insulation identification Indicate identification mark shall be applied to all insulation materials Ai .1 C303.1.3 Fenestration product Fenestration products shall be labeled with rated U-factor, SHGC, VT, and yes C402.4.3 rating leakage rating ai.1 Indicate installation methods, thicknesses, densities and clearances to C303.1.1 General insulation achieve the intended R-value of all insulation materials; na C402.2 installation Where two or more layers of rigid insulation will be used, indicate that edge joints between layers are staggered 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 na C402.2.1 Roof assembly ceilings per A102.2 (std, adv); insulation 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 C402.2.1 Skylight curb Indicate curb insulation R-value on roof section if not included in skylight insulation NFRC rating 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); C402.2.3 na C402.2.4 Above/below grade Indicate mass of masonry walls; C303.2.1 wall insulation 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 Walk-in/refrigerated Indicate insulation R-values of ceilings, walls, doors, floors on sections; C402.5 warehouse cooler Indicate method of minimizing door infiltration; yes C402.6 and freezer Indicate type(s) of transparent doors and windows insulation Al .I 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 /o glazed area Floor over outdoor or Indicate R-value(s) of cavity/continuous insulation on floor sections; Indicate framing material on floor sections; na C402.2.5 unconditioned space insulation Indicate mass of masonry floors Indicate R-value of continuous insulation on wall section or foundation detail; C402.2.6 Slab -on -grade floor Indicate insulation extends down vertically and/or horizontally the required yes C303.2.1 insulation distance from top of slab; Indicate method of protection of exposed exterior slab edge insulation 3/a3.1 Indicate R-value of continuous insulation on wall section or foundation detail; na C402.2.6 Radiantly heated slab -on -grade floor Indicate insulation extends down vertically from top of slab and then C303.2.1 insulation horizontally under the entire slab; Indicate method of protection of exposed exterior slab edge insulation Radiant heating Indicate insulation R-value behind radiant panels, U-bend/headers and na C402.2.8 systeminsulation bottom surface of radiantly heated floors (other than radiantly heated slab-on- grade) '!Building Permit Plans Checklist, •• 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 Code Location in Building (yes,no,na) Section Component Compliance information required in permit documents Documents Department Notes no C402.3.1 Vertical fenestration Provide calculation for total vertical fenestration area as percentage of gross maximum area above grade wall area na C402.3.1.2 Skylight maximum Provide calculation for total skylight area as percentage of gross roof area area Indicate U-factors, SHGC and VT values in fenestration schedules; C402.3.3 U-factors, SHGC and VT for all An area -weighted U-value may be used for all fenestration elements that yes C402.3.1.3 fenestration qualify within the same fenestration category per Table C402.3; C303.1.3 assemblies Indicate if values are NFRC or default. If default then specify frame type, glazing layers, gap width, low-e coatings, gas -fill. a1.1 Increased max. Provide calculations showing that percentage of overall conditioned floor area C402.3.1.1 vertical fenestration in the daylight zone is equal to or greater than 50%; / na Chap. 2 Definition area with daylighting Indicate method of daylighting control in lighting equipment schedules; Indicate VT of vertical fenestration is at least 1.1 times the rated SHGC controls Increased max. Indicate high performance U-factors and SHGC values in fenestration na C402.3.1.2 vertical fenestration schedules; area with high- An area -weighted U-value may be used for all fenestration elements that performance glazing qualify within the same fenestration category per this section C402.3.3 Permanent shading Provide projection factor calculations (Equation C4-2) and associated SHGC na C402.3.3.1 devices multipliers for north and non -north orientations 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 na C402.3.2 Single story spaces skylights, OR; requiring skylights Provide calculations for percentage of overall skylight effective aperture (Equation C4-1); Indicate haze factor of skylight glazing material or diffuser AIR LEAKAGE Air barrier Indicate location of continuous air barrier on plans and sections; provide details for all joints, transitions in materials, penetrations in air barrier yes C402.4.1.1 C402.4.2 construction and sealing and note method of sealing (caulked, gasketed, or other approved method) Tl.l Indicate locations of all stairway and shaft vents; Provide leakage rating of motorized dampers in mechanical equipment C402.4.5.1 Stairway and shaft na vents schedules; Indicate method of emergency operation - activation of fire alarm or interruption of power Outdoor air intakes, Indicate locations of all outside air intakes, exhausts and relief outlets, na C402.4.5.2 exhausts and relief including those integral to mechanical equipment; Provide in mechanical equipment schedules leakage rating of dampers, openings identify whether motorized or gravity, and note any exceptions taken na 0402.4.8 Recessed lighting in Indicate IC rating of fixtures in lighting equipment schedules_ building envelope Indicate method of sealing between light fixture housing and wall or ceiling na C402.4.6 Loadin dock seals Indicate weather seal at cargo and loading dock doors Indicate locations and dimensions of vestibules; na C402.4.7 Vestibules For unconditioned vestibules, indicate which envelope assembly (interior or exterior) complies with the requirements for a conditioned space Indicate air barrier test method in accordance with ASTM E779 or approved equivalent; Include the following requirements in project documents: (1) air barrier test C402.4 - Air barrier building na .1.2.3 test report shall be submitted to jurisdiction once test is completed; (2) if test results exceed 0.4 cfrnlft2 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 anv nuestion_ nrnvide Pynlanatinn- tna of o ivaing Permit Plans checklist ���� ` �� ��� � 4. J �- �, �.�� � 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address 76 Convenience T.I. Date 1/27/2015 Compliance 15060 Tukwila International Blvd For Building Department Use forms do not Tukwila, WA 98188 require a use. l to Applicant Name: Royal RSB, LLC Instructional and calculating cells Applicant Address: 15060 Tukwila International Blvd are wite- Applicant Phone: 206-200-0015 - Project Description New Building 0 Addition ' ® Alteration 0 Plans Ind uded Lighting Compliance Path Lighting Power Density Calculations O Total Building Performance (If Total Building Performance then only LGT-CHK is Lighting Power Allowance Q Building Area Method: Space -By -Space Method Method Selection required to enable LPA forms y I Interior Lighting System Description ` Briefly describe lighting I (j\ J system type and features. r- yr Additions and Change of Space Use (C101.4.3 & C101.4.4) 13 Addition area or Change of Space Use area complies with all applicable provisions as stand alone project o Addition area is combined with existing building lighting systems to demonstrate compliance with all applicable provisions per C 101.4.3 Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum allowed and proposed (including existing if applicable) lighting wattage of Addition or Change of Use space. Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations, Renovations and Repairs (C101.4.3.1) Q 60% or more of luminaires in space replaced Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) lighting wattage in Proposed Wattage table. Retrofit and non -retrofit spaces shall be documented separately using multiple forms. ® Less than 60% of luminaires in space replaced Provide a separate Space -By -Space Method (LTG-INT-SPACE) Compliance Form for this retrofit area. Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including existing) lighting wattage in the Proposed Wattage table. Q Lamp and/or ballast replacement within existing luminaires only — existing total interior building wattage not increased Q New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific application controls (C405.2.3), and commissioning of lighting controls per C405.13 Q New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of lighting controls per C405.13. Q Space is reconfigured - luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. RECEIVED 0 No changes are being made to the interior lighting and space use not changed. LA 19 �ER,AN zs 2015 MtT CENTER over 2014 Project Address Fill this line out on LGTSUM Date 1/27/2015 Lighting Alterations, Renovations & Building Additions For Building Department Use O Less than 60% 0 60% or more O Stand alone O Addition fixtures replaced fixtures bldg. addition combined Notes: a. Lighting fixtures in a building addition maycomplyas a stand alone project or they maybe combined Wth the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition Hill comply as combined Hitt 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. modumsopAlkowedclk i ghbiAg t tkkg n Allowed Lighting table. Location (plan room #) Space Type` Watts per ff Area in fF (watts/ff x area) al.2 Sales area 1.68 700 1176 Storage 0.63 350 221 umtntar Xis ngLighting Enter ExIsE Well Display Allowance from LTG-INT-DISPLAY ` Select Table C405.5.2(2) category from drop doHn menu. *` For atriums, indicate height AiloHed Hetlage for first 40 feet is 0.03 Wh?. ht., above 40 feet is 0.02 Wife. ht. Proposed Lighting Wattage Area Allowed Watts Total 1050 1397 Location (plan # room #) Fixture Description— Number of Fixtures Wattsl Fixture Wafts Proposed al.2 type "A" - 2x4troufer 12 56 672 type "B" - Oft hung fluorescent 4 56 224 type "C" - 6" LED can 4 11 44 Retail Display Lighting from LTG4NT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Wal 940 Include existing to remain lighting fixtures and exempt lighting equipment per notes below. 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 ballastinfomration. 3. For proposed Watts/Fixture, use manufacturer's listed maximum input Hettage of the fixture (not simply the lamp Hattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire Hettage or length of track multiplied by 50, or as applicable, the Hettage of current limiting devices of the transformer. For low voltage track lighting list the transformer rated Hettage. I ®f�)fq �lpj �t�rq>�r18 lighting table in the same manneras new fixtures. Identify as existing Motor,. Permit Documents 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 Location in Building Department (yes,no,na) Code Section I Component Compliance information required in permit documents Documents Notes LIGHTING CONTROLS (Section C405.2) C405.2.1.1 Manual interior Indicate on plans the manual control type & locations served; Indicate of plans the 50% lighting load reduction method C405.2.1.2 lighting controls provided or identify exception taken Indicate lighting system automatic shut-off capability - identify Automatic time lighting zone areas served on plans; _ Indicate locations of override switches on plans and the areas C405.2.2.1 switch controls and override switching 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 Daylight zones - Indicate vertical fenestration primary and secondary daylight C405.2.2.3 Vertical fenestration zone areas on plans, include sq. ft.; and skylights Indicate skylight daylight zone areas on plans, includes . ft. C405,2.2.3.2 Daylight zone Indicate on plans the locations served by daylight zone controls; Indicate in plans the lighting load reduction (dimming) method - controls stepped or continuous dimming C405.2.3 Specific application lighting controls - Indicate on plans the locations served by specific application General lighting controls Indicate lighting control method for display and accent lighting, C405and .3 - Display and accent display case lighting; Indicate these fixtures are controlled independently from both J Items Items 1 &2 lighting general area lighting and other lighting applications within the same space C405.2.3 - Hotel/motel guest Provide a lighting control device at each guest room entry for all Item 3 rooms permanently installed fixtures in guest room; Indicated whether lighting control is manual or automatic C405.2.3 - Supplemental task Provide automatic shut-off vacancy controls for supplemental Item 4 lighting task lighting, including under -shelf or under -cabinet lighting Identify eligible non -visual applications and method of lighting C405.2.3 - Lighting for non- control; Indicate these fixtures are controlled independently from both Item 5 visual applications general area lighting and other lighting applications within the same space Indicate lighting control method for lighting equipment for sale C405.2.3 - Lighting equipment or demonstration; _ Indicate these fixtures are controlled independently from both Item 6 for sale or demonstration general area lighting and other lighting applications within the same space If egress lighting power density is greater than 0.05W/ft C405.2.3 - Means of egress indicate method of automatic shut-off during unoccupied Item 7 lightingperiods; Identify on plans the egress fixtures that function as both normal and emergency means of egress illumination C405.10 Cooler and freezer Provide vacancy device or timer to turn off fixtures within 15 C405.11 lighting minutes of unoccupancy for cooler and freezer lighting fixtures with lamp efficacy less than 40 lumens per watt C405.2.4 Exterior lighting Indicate on exterior lighting plans the automatic lighting control controls method and locations served Exterior building Provide motion sensor controls for building grounds fixtures C405.6.1 grounds lighting rated at greater than 100 watts with lamp efficacy less than 60 controls lumens, or identify exception taken Identify applicable commissioning documentation requirements per Section C408 or eligibility for exception; Provide written procedures for functional testing of all automatic C408.3 Lighting system functional testing controls and describe the expected system response; Identify in construction documents the party responsible for V functional testing of automatic lighting controls INTERIOR LIGHTING POWER & EFFICACY Sections C405.5 C405.10 C405.11 Provide fixture schedule with fixture types, lamps, ballasts, and „��� F rated watts per fixture; TransformerLighting, Motor, and Permit 2012 Washington State Energy Code Compliance Forms for Commerclal 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 Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes Identify spaces eligible for lighting power exemption on plans C405.5.1.1 Total connected and in compliance forms; C405.5.1.2 C405.5.1.3 interior lighting power Identify lighting equipment eligible for exemption in fixture C405.5.1.4 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 Cooler and freezer For lighting in walk-in coolers and freezers, and refrigerated C405.11 lighting warehouse coolers and freezers, provide rated lamp efficacy (in lumens per watt) in fixture schedule Lighting Power Calculation - Indicate compliance path taken Building Area Complete required compliance forms — proposed wattage per C405.5.2 Method building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans Complete required compliance forms — total proposed wattage C405.5.2 Space -By -Space does not exceed maximum allowed wattage. Identify locations of Method space types on plans, including retail display areas as applicable EXTERIOR LIGHTING POWER & EFFICACY Section C405.6 Provide fixture schedule with fixture types, lamps, ballasts, and Total connected rated watts per fixture; Identify exterior applications eligible for lighting power C405.6.2 exterior 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 Exterior building For building grounds fixtures rated at greater than 100 watts, C405.6.1 grounds lighting provide rated lamp efficacy (in lumens per watt) in fixture schedule Exterior lighting Complete required compliance form — proposed wattage for C405.6.2 power calculations 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 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 12/l/2015 BRAD KAUL 1733 FERNDALE AVE SE RENTON, WA 98058 RE: Permit No. D15-0019 76 GAS STATION 15060 TUKWILA INTERNATIONAL BL Dear Permit Holder: 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 1/31/2016. 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 1/31/2016, 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, WV �� Rachelle Ripley 4 Permit Technician File No: D15-0019 6300 Southcenter Boulevard Suite #100 • Tuklvila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 TO: City of Tukwila Department of Community Development DATE: February 24, 2015 SUBJECT: Correction Letter # I DEVELOPMENT Permit Application Number D 15-0019 76 GAS STATION - 15060 TUKWILA INTERNATIONAL BL Dear Mr. Johannessen, CORRECTION LTR#r.�.-. Per the comment letter dated February 3, 2015 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 II x 17 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) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. RE: Noted (BUILDING REVIEW NOTES) 1. The building plan shows alteration to the back of the building to provide for a new cooler installation. A portion of the back wall shall be removed therefore creating a larger opening from what exists. As a result structural elements for that portion of the building would be affected. The plans have no specific details for that portion of the buildings alteration. Provide engineered drawings for all alteration/additions of the building with full details of all structural work. Include engineer's calculations with new engineer plan detail sheets. RE: See structural engineers letter. 2. Plans show a detail for flashing where the cooler connects or is placed under the upper wall opening. Provide more specific details that show the cooler roof materials and specifically how the flashing shall be installed with sealant and weather stripping to protect from moisture and meet energy code heat loss requirements. RE: The flashing and seisimic separation detail has been updated with more information. See sheet A3.1 detail 4. t)15-DUI°1 32808 4eh AVE SW, Federal Way, Washington 98023 PH (206) 200-0015 E-MAIL brad@kda-ae.com 3. In addition to item 2, the two separate structures (cooler and building) shall be seismically attached. As part of the engineering, include details to show how the two structures are seismically attached to resist earthquake and wind loads. Details shall also include ceiling seismic attachment. RE: See structural engineers letter. 4. The suspended ceiling detail son sheet A 1.2 have a reference for the strut to Sheet A2.0. Provide clarification for that sheet location or a fix to that key reference. RE: Detail references have been clarified. See sheet A1.2. 5. The cover sheet didn't indicate if the building has fire alarm or sprinkled. Provide this information. RE: The cover sheet has been amended to show that the building is not sprinklered but has a fire alarm. The fire alarm is a deferred submittal. See sheet T1.1 6.Occupant load calculation shall require clarification. My calculation shows (approx.) sales area 1634 sq. ft. not including the bathroom with an occupant factor of 30 =55. The storage/cooler is about 525 sq. ft. with occupant factor of 300 = 2. The "Cumulative occupant loads" total would be 57 occupants. Therefore two exits are required including emergency lighting. Provide a life safety egress plan to show means of egress to include emergency lighting. (IBC 1004.1.1 & TABLE 1004.1.2) RE: Occupant Load — Occupant loads are shown as required (See Sheets A1.1 and A1.1.1). An additional exit has been placed on the plans as required. Emergency Lighting is shown on the reflected ceiling plans. Fixtures "F" and "AB" are shown to provide the emergency lighting. 7. In a mercantile egress through the storage room shall have a demarcated, minimum 44-inch-wide aisle defined by full- or partial -height fixed wall s or similar construction that will maintain the required width and lead directly from the retail area to the exit without obstructions. Provide wall s, short or full height that divide the egress path from the back room as part of the path of egress through that area. (IBC 1014.2 #4: Exception 2.) RE: We are not exiting through the Back Room Door. 8. Since the back room exit door shall be required for emergency exit, show exit signs and specify type of door hardware complying with egress requirements. RE: We are not exiting through the Back Room Door. 9. The walk-in cooler shall have its own separate mechanical permit with the manufacturers installation details and specifications to include installation information for condensing units. RE: The Walk -In -Cooler is a deferred submittal by others under separate permit as required. Have a great day! We appreciate your time and help on this project, Bradley Kaul, AIA Principal Architect LAUL DESIGN )MOCIA%ES, U AM RiM-2-f3A%w-Vw 32808 4th AVE SW, Federal Way, Washington 98023 PH (206) 200-0015 E-MAIL brad@kda-ae.com GOEDEKE ENGINEERING 17119 SE 47th Court Bellevue, WA 98006-5805 Phone 425-417-5163 19 February 2015 Brad Kaul, AIA Kaul Design Associates, LLC 32808 — 41h Avenue SW Federal Way, WA 98023 RE: 76 Convenience Store 15060 Tukwila International Blvd Tukwila, WA 98188 Brad: CORRECiON This letter is in response to plan review comments from the City of Tukwila dated 3 February 2015. Item Number 1. Any required alterations to the back of the building to provide for the new cooler installation will not be known until the demolition phase. Once we determine the details and extent of the required alterations, we will submit plans, details and calculations for the revisions if required. At this time, modifications to the existing structure are not anticipated. Item Number 3. It is recommended that the two separate structures (cooler and building) not be seismically attached. The cooler is constructed of insulated panels and is not capable of resisting any vertical or lateral loads beyond its own weight, snow loads and seismic loading. The building is independent and is subjected to its own loads. The only connections will be flexible flashing since the two structures will move independently and have different deflections. Please contact me if there are comments or questions. Sincerely, GOEDEKE ENGINEERING C. Gregg Goedeke, P.E. Structural Engineer t)115WFtx�►9 City of Tukwila Department of Community Development February 03, 2015 BRAD KAUL 1733 FERNDALE AVE SE RENTON, WA 98058 RE: Correction Letter # I DEVELOPMENT Permit Application Number D15-0019 76 GAS STATION - 15060 TUKWILA INTERNATIONAL BL Dear BRAD KAUL, Jim Haggerton, 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 l 1x17 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) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. (BUILDING REVIEW NOTES) 1. The building plan shows alteration to the back of the building to provide for a new cooler installation. A portion of the back wall shall be removed therefore creating a larger opening from what exists. As a result structural elements for that portion of the building would be affected. The plans have no specific details for that portion of the buildings alteration. Provide engineered drawings for all alteration/additions of the building with full details of all structural work. Include engineer's calculations with new engineer plan detail sheets. 2. Plans show a detail for flashing where the cooler connects or is placed under the upper wall opening. Provide more specific details that show the cooler roof materials and specifically how the flashing shall be installed with sealant and weather stripping to protect from moisture and meet energy code heat loss requirements. 3. In addition to item 2, the two separate structures (cooler and building) shall be seismically attached. As part of the engineering, include details to show how the two structures are seismically attached to resist earthquake and wind loads. Details shall also include ceiling seismic attachment. 4. The suspended ceiling details on sheet A1.2 have a reference for the strut to Sheet A2.0. Provide clarification for that sheet location or a fix to that key reference. 5. The cover sheet didn't indicate if the building has fire alarm or sprinkled. Provide this information. 6. Occupant load calculation shall require clarification. My calculation shows (approx.) sales area 1634 sq. ft. not including the bathroom with an occupant factor of 30 = 55. The storage/cooler is about 525 sq. ft. with occupant factor of 300 = 2. The "Cumulative occupant loads" total would be 57 occupants. Therefore two exits are required including emergency lighting. Provide a life safety egress plan to show means of egress to include emergency lighting. (IBC 1004.1.1 & TABLE 1004.1.2) AMO.Qnath�vntar Rnrilovnrd.6iitoii100 a Tn";iln Wachin otnn OR IRA a Phnno ?nK-d?1_?F7n a 17n,?OA-d?1_gAA5 7. In a mercantile egress through the storage room shall have a demarcated, minimum 44-inch-wide aisle defined by full- or partial -height fixed walls or similar construction that will maintain the required width and lead directly from the retail area to the exit without obstructions. Provide walls, short or full height that divide the egress path from the back room as part of the path of egress through that area. (IBC 1014.2 #4: Exception 2.) 8. Since the back room exit door shall be required for emergency exit, show exit signs and specify type of door hardware complying with egress requirements. 9. The walk-in cooler shall have its own separate mechanical permit with the manufacturers installation details and specifications to include installation information for condensing units. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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, N —1 Bill Rambo Permit Technician File No. 1315-0019 6300.1Znuthrantar Rnulavnr11.GntP #lnn • Tukw;ln Wnchinatnn 9RM • Phnna ?06_a?7_3A70 • Pnr ?06_d?/_3((5 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0019 DATE: 2-25-15 PROJECT NAME: 76 GAS STATION SITE ADDRESS: 15060 TUKWILA INTERNATIONAL BL Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # I Revision # after Permit Issued DEPARTMENTS: j;"'-1� Buil in Division Fire Prevention Planning Division g ❑ g ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 2-26-15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DUE DATE Approved with Conditions Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 3-26-15 12/18/2013 PERMIT COOK COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0019 DATE: 01/28/15 PROJECT NAME: 76 GAS STATION SITE ADDRESS: 15060 TUKWILA INTERNATIONAL BLVD X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # DEPARTMENTS: *i d owk Building Division - ublic Wo# PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Revision # after Permit Issued v m xmC• Fire Prevention Structural ❑ Planning Division 10 Permit Coordinator w DATE: 01/29/15 Structural Review Required ❑ DATE: DUE DATE: 02/26/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg' Fire ❑ Ping ❑ PW ❑ Staff Initials: ky 1 z/l sno l 3 R City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Q /,� 4 Z /-5- Plan ChecWPermit Number: D 15-0019 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested -by a City Building Inspector or Plans Examiner RECEM 0rrY OF TTIKffl 4 Project Name: 76 Gas Station FED 2 5' 2015 Project Address: 15060 Tukwila International Blvd PER441TCemTjEp Contact Person:_ j��� /V_XVZ_ Phone Number: 6W C' J 610 Summary of Revision: .5 io Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: BIRK ENVIRONMENTAL LLC Page 1 of 2 Washington State Department of Labor & Industries BIRK ENVIRONMENTAL LLC Owner or tradesperson BIRK, NICHOLAS SINGH Principals BIRK, NICHOLAS SINGH, PARTNER/MEMBER Doing business as BIRK ENVIRONMENTAL LLC WA UBI No. 603 166 552 License Home Inicio en Espafiol Contact Search L&I A-7, Index Help 4Ip Secure I: &I Safety Claims & Insurance Workplace Rights Trades & Licensing 11220 se 265th pi KENT, WA98030 253-854-4976 KING County Business type Limited Liability Company 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— 02/27/2016 Bond ................. American Contractors Indem CO $12,000.00 Bond account no. 100211003 Received by L&I Effective date 12/1712012 12/27/2012 Expiration date Until Canceled Bond history Insurance Westchester Surp Lines Ins Co $1,000,000.00 Policy no. G27161861 Received by L&I Effective date 03/11 /2015 02/2712015 Expiration date 02/27/2016 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts ...................... No L&i tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. https://secure.lnima.gov/verify/Detail.aspx?UBI=603166552&LIC=BIRKEEL892RT&SAW= 4/21/2015 Al Diamond Construction INC Page 1 of 2 Homo; 'inicio e n Espanol Contact Safety Washington State Department of Labor & Industries Al Diamond Construction INC Owner or tradesperson Singh, Harnek Principals Singh, Harnek, PRESIDENT WA UBI No. 603 397 399 License Search L&I3,i, A-G Index Help My Secure L&I Claims & Insurance Workplace Rights Trades & Licensing 31758 14th Way SW FEDERAL WAY, WA98023 360-261-4159 KING County Business type Corporation 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. Al DIADC860J8 Effective — expiration 04/28/2014— 04/28/2016 Bond ................. Wesco Insurance Co $12,000.00 Bond account no. 46W BO47034 Received by L&I Effective date 04/28/2014 04/2512014 Expiration date Until Canceled Insurance .................... Navigators Ins Co $1,000,000.00 Policy no. NA108111300 Received by L&I Effective date 04/28/2014 04/25/2014 Expiration date 04/25/2015 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ....................................................... No license violations during the previous 6 year period. Workers' comp https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=603397399&LIC=A 1 DIADC86OJ8&SAW= 3/ 13/2015 I® 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 . THIS PROJECT. NO ALLOWANCE WILL BE MADE FOR THE 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 JOB 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 BE 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 BY THE LOCAL FIRE DEPARTMENT PRIOR TO OPERATION. 7. 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. 8. THE APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY 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 BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 9. DO NOT SCALE DRAWINGS WRITTEN DIMENSIONS NS GOVERN 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 BE 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 BE SEALED WITH TAPE. 14. ALL EXTERIOR BUILDING SIGNAGE SHALL BE DESIGNED AND INSTALLED UNDER SEPARATE PERMIT: 15. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 16. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST RECOMMENDATION OR WRITTEN DIRECTIONS. 17. 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 BE CERTIFIED AND LABELED WITH ITS U-FACTOR AND SOLAR HEAT GAIN COEFFICIENT BY AN INDEPENDENT AGENT LICENSED BY THE N.F.R.C. 23. SPECIAL INSPECTION IF REQUIRED BY CITY OF TUKWILA FOR CONCRETE CONSTRUCTION, BOLTS INSTALLED IN CONCRETE (WITH 1007. 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 "O.F.O.L" (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 %90-75 AND SHALL BE VENTED TO THE EXTERIOR. 27. 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 15060 TUKWILA INTERNATIONAL TUKWILA, WA PRO=T DATA. SITE ADDRESS: 15060 TUKWILA INTL BLVD TUKWILA, WA COOLER ADDITION DESCRIPTION OF WORK: REMODEL / JURISDICTION: CITY OF TUKWILA BUILDING SQUARE FOOTAGE: 2.924 S.F. ZONING: RC SITE AREA: 42,970 S.F. ASSESSOR'S PARCEL NUMBER: 004100-0680 PERCENTAGE SITE COVERAGE: PERVIOUS LANDSCAPE AREA - 6,256 S.F. IMPERVIOUS LANDSCAPE AREA-36,714 S.F. LEGAIdDM(CR=014 ADAMS HOME TRS 1 ST 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 Now, - -0. J S=19T ARCHITECTURAL: -- �-�� REVISIONS No changes shall be made to the scope � T1.1 COVER SHEET of work without prior approval of Tukwila Building Division. AO.0 SITE PLAN NOTE: Revisions will require a new plan submittal A1.0 DEMO FLOOR PLAN and may include additional plan review fees. A1.1 _ FLOOR PLAN A1.1.1 LIFE SAFETY PLAN - - --- -- -- -I.. PLAN A2.1 DEMO EXTERIOR ELEVATIONS A2.2 EXTERIOR ELEVATIONS A3.1 SECTIONS DETAILS PR(D=T TEAM OWNER ARCHITECT: ROYAL RSP LLC KAUL DESIGN ASSOCIATES, LLC 15060 TUKWILA INTL BLVD 32808 4TH AVE SW TUKWILA, WA 98188 FEDERAL WAY, WA 98023 P: 206-200-0015 STRUCTURAL: EMAIL -BRAD©KDA-AE,COM GOEDEKE ENGINEERING. 17119 SE 47TH CT BELLEVUE, WA 98006-5805 P: 425-417-5163 E-MAIL: STRUC1©0.COM IJ FZLE 1 F. Plarmit NO, D lei 0011 <PlAn ravlow approval Is subject to errors and omis Approval of construction documents does not autl tl o v10Iatlon of any adapted code or ordinance. R of opprovod Field Copy and conditions is acknowl Data: _ 3 _ 15' city of Tufavila BUILDING CIMSI0 MCA 210M BUILDING CONSTRUCTION TYPE TYPE V-B NON-SPRINKLERED/ WITH FIRE ALARM IBC 2012 1 D OCCUPANCIES M- MERCANTILE (CONVENIENCE STORE) M - BUSINESS (TENANT 2 NO WORK) M - EXISTING FUEL STATION (NO. WORK) ,,, =.e F +�.,EITBASIC ALLOWABLE AREA�o�;calM 1 STORY 9,000 S.F. PER FLOOR ALLOWEDtricalbingPROPOSED Lub ' AREA: PipingM - CANOPY AREA= 2,688 S.F. M - TENANT 2 =789 S.F. ukwilaM - CONVENIENCE STORE = 2,221 S.F. D 11,ISION TOTAL = 5,698 S.F. < 9,000 S.F. O.K. DIEPEFUMD. SUBhe=AU - ELECTRICAL PERMIT BY OTHERS PLUMBING PERMIT BY OTHERS - M NICA P RMIT Y OTHERS - COOLER BOX BY OTHERS , - FIRE ALARM BY OTHERS 1 � ' � ee itARCNI"I'EC`I'URE • ENGINEERING egg d: ARCHITECTURE & ENGINEERING 32808 4TH AVE SW Federal Way, Washington 98023 (206) 200-0015 Registration 8037 s STATE OF W Design Team BSK. Design BDK/BSK Drawn BSK Checked 76GAS-001. KDA Project No. CHOM Project No owner ROYAL RSP, LLC 15060 TUKWILA INTRN'L BLVD TUKWILA, WA W88 -� mow-• ` . 'EB 0120 r LITLITROOM _ d : 0. DEMO EXISTING DOOR DEMO - EXISTING COOLER BOX 3 DEMO EXISTING NON —BEARING DEMISING WALL -� �-- _ 5 5 5 5 5 � , I 4 O DEMOXISTI EXISTING METAL SIDING AND PREPARE OPENING FOR 5 — , �,� �—, NEW COOLER BOX. EXISTING COLUMNS AND C-CHANNEL STRUCTURE TO REMAIN. 1 5 EXISTING 3X3 T.S. TO REMAIN. .C. TO CONFIRM LOCATIONS PRIOR TO ORDERING NEW COOLER BOX TI I - 1�4 6 i - DEMO EXISTING 10 X 10 ROLL UP DOOR TRACKS AND 1 O r- SUPPORTS. PREPARE OPENING FOR NEW ALUMINUM WINDOW PACKAGE. o 7 Q DEMO EXISTING WINDOW 1 ... ol I Q ENLARGE OPENING FOR NEW ALUMINUM WINDOW PACKAGE GE 9Q NOT USED _� s 0 0 NOT USED ! !o EXISTING IG : 1 0 11 Q NOT USED 0 f> - I I o 1t�7 — — — — - 0 loov Oor I oo ARCHITECTURE • ENGINEERING ARCHITECTURE & ENGINEERING 32808 4TH AVE SW Federal Way, Washington 98023 (206) 200-0015 Registration 8= BRAD 8. KA ATE OF WABt�NG7T't]N Design Team BSK Design BDK/BSK Drawn BSK Checked 76GAS-001 KDA Project No. Client Project No. owner ROYAL RSP, LLC 15060 TUKWILA INTRN'L BLVD TUKWILA, WA W88 Project 76 Convenience Store 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 Issue/Revision No. Date Description /14/15 SCHEMATIC DEEM A /21/15 PMff REVI 11IMS Sheet Tide EXIS"MiNG FLO 0- R PLAN A A Oft DEmo PLAN c ENERGY CODE REQI�=NII"S 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. NORTH FLOOR PLAN NEW 1 1/4„_ 0„ GW SCHEDULE E OEXISTING WINDOW TO REMAIN NO WORK U = 0.38 MAX OSHGC = 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 =ES 11 WALK—IN COOLER BOX WALL/ROOF — BY OTHERS MIN. R-25 2 INFILL FRAMING — METAL FRAMING INFILL TO MATCH EXISTING FRAMING AND GYPSUM BOARD IMON I lil a 0 MII O EXISTING DOOR TO REMAIN - NO WORK O COUNTER HEIGHT SWINGING DOOR. BY CABINET SUPPLIER. SELF -CLOSING HINGES. PUSH OPERATION OWALK-IN COOLER DOOR BY OTHERS MEET REQUIREMENTS FOR 2012 WASHINGTON RATE ENERGY 3070 STOREFRONT DOOR. PANIC ALARM DEVICE, CODE SECTION C402.5- WALK-IN COOLER. O DELAYED EGRESS, 95DB. SEE ELEVATIONS FOR MORE OTRANSPARENT REACH -IN DOOR INFORMATION. NO EXTERIOR OPERATION. 2 MEET REQUIREMENTS FOR 2012 WASHINGTON RATE ADD PANIC HARDWARE TO EXISTING STOREFRONT ENERGY CODE SECTION C402.5- WALK-IN COOLER. O DOORS. 1 DELAYED EGRESS REQUIREMENTS: 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. INITIATON 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 PROVI)ED AT THE DOOR. ARCHITECTURE • ENGINEERING ARCHITECTURE & ENGINEERING 32808 4TH AVE SW Federal Way, Washington 98023 (206) 200-0015 Re&tratlon 8C137 M "UL STATE OFBRAD WA8HIlNWCN Checked 76GAS-001. KDA Project No. Cpent Project No. Owner ROYAL RSP, LLC 15060 TUKV41LA INTRN'L BLVD TUKWILA, WA 98188 Project 76 Convenience Store 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 leeue/RevWon No. Date Deecrotkm /14/15 3CHBM M DESM 1 /21/15 PEMff REViS M rp• r ` a 03 ,.. n; 6.� LEGEND NEW WALK-IN COOLER SLAB aheeti,tle NEW COOLER BOX WALL (BY OTHERS) 5"EW FLMR NEW WALLPLAN / NEW SALES FIXTURES 1 X—Ref Name Path plf 71 FEB 0120'15 ARCHITECTURE • ENGINEERING 93'-3" ARCHITECTURE & ENGINEERING 32808 4TH AVE SW 29'-11 1 /2" 40'-3 1 /2 G.C. VERIFY 23'=0" Federal Way, Washington 98023 206 200-0015 - ::.1AIA11/IAIi1 I'1.11 rl'f rim V/a VA� Pit . NE EXISTING �F : 0 0 J ipp 36 _CLEAR .EGRESS PATH UN R COUNTER 76 Convenience Store 15060 TUKWILA I ' E 'A�c• NTRN L BLVD s. �5 4 vs� 36"' CLEAR EGRESS TH _6615 2012 IBC MEANS.OF EGRESS ILLUMINATION 1006.1 Illumination required. The means.of egress; including the exit discharge, shall be illuminated at all times the building space served by the. means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot-candle at the walking surface. 1006.3 illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress.. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings —for exit discharge doorways... w OCCUPANT LOAD SALES AREA = 1498 S.F/ .30 S.F./OCC. = 50 OCCUPANTS EGRESS PATH INTERVENING AREAS = 2 OCCUPANTS TOTAL OCCUPANT LOAD 55 OCCUPANTS 2 EXITS REQUIRED (2 EXITS PROVIDED) EXIT SEPARATION = 42 FT (< 1/2 67 FT DIAGONAL) OCCUPANT LOAD/EXIT EXIT WIDTH REQUIRED = 0.2 X 55= 11" = 36" MINIMUM PROVIDED EXIT ACCESS TRAVEL DISTANCE = 50 FT MAXIMUM < 200 FT ALLOWED 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.3.1 Illumination level under emergency power. Emergency lighting facilities shall be arranged to provide initial illumination that is atfoote of 1 -candle measured and a minimum at any po'nt of 0.1 along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ration of 40 to 1 shall not be exceeded. X-Ref Name Path AIrG�S� �� of i'I1�bWIl.A FEB 2.5` 2015 1 r FEB 012015 REFLECTED CEILING PLAN (R.C.P.) HANGER WIRES ATTACHED ANCHOR TO TO FIXTURE & ANCHORED STRUCTURE ABOVE TO STRUCTURE LIGHT FIXTURE ATTACH COMPRESSION STRUT TO MAIN RUNNER W/ 2 SCREWS T-BAR OR GYP. BD. GYPSUM BOARD CEILING OR 12 GA: BRACING WIRE W/ MIN. 3 CEILING SYSTEM ACOUSTICAL CEILING, WHERE OCCURS TIGHT TURNS IN 3" BOTH ENDS OF WIRE (TYP.) D SEISMIC COMPRESSION STRUT C LIGHT FIXTURE DETAIL COMPRESSION 2D STRUTS SEE DETAIL A1.2 .;..,,..,,. 45' + M NORTH 0 -1 - 2D .COMPRESSION W STRUTS SEE DETAIL 12 GA. HANGER WIRE 0 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 a,...,.. COLD ROLLED 1 1/2" X 16 GA. CHANNELS 04'-0" O.C. 2" MAX. FROM BRACE WIRES TO ' ` 7/8" X 20 GA. FURRING CROSS RUNNER -`,''- ` � CHANNEL 016" O.C. MAIN RUNNER SUSPENDED ACOUSTCAL CEILING SUSPENDED GYPBOARD CEILING 5/8" GWB- 1 LAYER TYP. CROSS RUNNER B A ACOUSTICAL CEILING DETAILS N.T.S. LUMINAIRE SCHEDULE: SEE ELECTRICAL DRAWINGS SYMBOL LABEL OTY. CATALOG NUMBER OESCRIPION LAMP ® C REAL6 DG MW ESL 1000L 35K .60C LITHONIA 11W LED B WT5 (2) 28T5 LITHONIA (2) 28 15 LRP BZ GW EL EXIT D EDGE -LIT EXITS LITHONIA PRECISE LED EXIT SIGN A 2RT5 28T5 MVOLT VOLUMETRIC RECESSED LITHONIA (2) 2s T5 GEB115S LPM835P RT5 2X4 AB 2RT5 28T5 MVOLT VOLUMETRIC RECESSED GEB115S LPM835P RT5 2X4 LITHONIA (2) 28 r5 0 IN B Y UP 40 N F ELM2 LITHONIA a S SMOKE DETECTOR (E) EXISTING 2'X4' TROUFER FLUORESCENT LIGHT FIXTURE TO REMAIN AS -IS a 11111101111�+ : ► ARCHITECTURE • ENGINEERING ARCHITECTURE & ENGINEERING 32808 4TH AVE SW Federal Way, Washington 98023 (206) 200-0015 Reawation so37 BRAD S. KA STATE OF WAGON Deelgn Team BSK Eledrdral ENERGY CODE Deelan REQUIREMENTS: BDK/BSK — Provide commissioning per 1513.7 Drawn — Provide Daylight Zone control per 1513.3 Light fixture (F) Provided for egress lighting as BSI< required MOUNT AT 8'-0" A.F.F. Checked - Provide Photocell for exterior lighting 76GAS-001 KDA Project No. o vent Project No. owner ROYAL RSP, LLC 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 SUSPENDED ACCOUSTICAL TILE REQUIREMENTS: ACCOUSTICAL SUSPENDED CEILING REQUIREMENTS- — PRODUCT — SUSPENSION SYSTEM c — MATCH EXISTING - SEISMIC RX CODE COMPLIANT APPROACH r - ICC-ESR-1308 Project - PRODUCT -CEILING TILE ' � J 76 Convenleme Store - MATCH EXISTING a 15060 TUKWILA INTRN'L BLVD TUKWILA, WA 98188 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 lesue/Revielon MAIN BEAMS AND CROSS TEES MUST BE SUPPORTED WITHIN 8 INCHES OF EACH WALL No. Date Deed#tlon 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 1 /21/15 PEFUT eg g - 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. Sheet Tine - 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. REFLE%.o i r.D IF PARTITIONS ARE ATTACHED OT THE SUSPENDED CEILING THEY MUST BE LATERALLY BRACED TO THE BUILDING STRUCTURE CEILION' - 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 X-Ref Name Path VW AT THE DIAGONAL CORNERS. IF MORE THAN 56 POUNDS, MUST BE INDEPENDENTLY' SUPPORTED FROM THE BUILDING STRUCTURE. w em 6F'(UKW'LAFEB 01201 DEB 5' 20151 'PE w T r FWTR10 Pry =2 000 1\ \1 _ ARCHITECTURE • ENGINEERING DEMO EXISTING NON BEARING DEMISING WALL - - ...,,^.�.�..--,� .._,,.�: �.�••z,- 4 DEMO EXISTING METAL .SIDING AND PREPARE OPENING FOR " NEW COOLER BOX. EXISTING COLUMNS AND C—CHANNEL ARCHITECTURE & ENGINEERING -.' uu.rtaesare�xarir•xuerr �esun�!r�..v__n!�-�2•••:++e:....-v,_�•.. :..:r,r, s..rrr•r.., r...••..,rrr _ary.r..�re.�n.-rY� STRUCTURE TO REMAIN. 32808 4TH AVE SW :: _ ...:..:_:._... .....,�.._ .• _, . • S EXISTING 3X3 T.S. TO REMAIN- .C. TO CONFIRM Federal Way, Washington ton 98023 LOCATIONS PRIOR TO ORDERING NEW COOLER BOX) - 2 _. — ., _ DEMO EXISTING ., „9„�. _.. �,r-1:_—, 6 EX NG 10 X 10 ROLL UP DOOR, TRACKS AND �RCSC_'^'w...w �in....•._�.--......RL�Y" 1Y. eICKCcn%>Q�tffi ... ..,. .. «. , :' _. '.. , � j - �._.�r -Tn.,. ..; �.�.. ; SUPPORTS. PREPARE OPENING FOR NEW ALUMINUM WINDOW i i`� IZ1 I ' _ ��;� _ _... ...---..._. - PACKA GE. t� - - R atbn - i eD' _r.. 1 • � �' DEMO EXISTING WIND � 7 OW Z � I tom. ENLARGE. OPENING FOR NEW ALUMINUM WINDOW PACKAGE. . . f ✓: j 7 �i ., NOT US ED mn 'I 1• ' f 9 •'r J L r — 7 r ' .. ._ .. . _. - � , __�_._. _ 10 NOT USED l ,fig f +� t - { �' ; 11 NOT USED .y--.. _ - `_'. -' �!.�+�')yi�_.•"..�-"..�^ / y �ryt ry rt �r � I�'�'�' j I jI 1 1 -. _.-__-__.-...�L'.. �. - : f . .•% i+' ?.. •. , ! 1....... •.-•r 1 t 1 '?• I�i l =I 1 ' :Y. .�.ror'„� { -.. :.�_. { { 1 1 1 1 I 1 :' v,'AM VI— WMQ�77Ri1 V1\ I Project 76 Conv®nl®nce Store 15060 TUKWILA INTRN'L BLVD -- TUKWILA WA 98188 ( ii IfI � I if i , Issue/Revleicn . I No. I Date 1 8heat TIUe i1�i+�rll i+mil:=: �,►:� EXTERIOR E.LEVATIONS DEMO it 1 • ! ''+'sa.: I 1 1 X-Ref Name I Path FEB 0120'15 =2 _._...� ...,_...._ .� �.:,.._.. ,,. O EXISTING METAL SIDING PANELS TO REMAIN ARCHITECTURE EN GINEERING -t_m�s•Lft+�RYi�tns"nF_+OKT^•t�+�••...n.-a.. ecYypr�av w.�ln+r•e•!nrt r-rcarn _. x_ . 4 EXISTING METAL FASCIA TO REMAIN i is O 1 • 4 ARCHITE T RE C U & ENGINEERING. EXISTING WINDOW AND DOORS TO REMAIN 32808 4TH AVE SW _... .. .. .. .ram w:,� .i. v...�.' ..n.- ... .. r. �...n.., .w.. .rn ..r_....�....-►. ._. ..� - � RITC?T147I7Q'lftPTt'T>'f1'.RLif3]bl.R-'��!^.•}.tYtY6Y(�11V1!!tl•]JH • - .��,. ._ i T(agi4%�Wq� 1 .. _ _. - -;,,. , •-Y , EXISTING ROOF MOUNTED HVAC TO REMAIN Federal Way, Washington' 98023 O E 7Q NEW INSULATED ALUMINUM STOREFRONT WINDOWS (ZUW 200-0010 8 NEW WALK—IN.COOLER C00 ER L BOX (SEE A2.2 FOR SPECS) i I 9O �°a°�'ation NEW STOREFRONT DOOR PER PLAN ELEVATION j QT TEMPERED GLASS 8p37 AMH _ f FEB 0 12015 EXISTING METAL SIDING PANEL - RUN ROOFING UP EXTERIOR WALL 8" MIN. W/ TERMINATION BAR PER EXISTING INSULATION MFR. NOT SHOWN FOR COMPRESSIBLE TUBE CLARITY JOINT EXISTING C—CHANNEL GIRT TO REMAIN PROVIDE EPDM ROOFING SAFB BATTS OVER COOLER BOX BEAD AND CAULK JOINT COOLER BOX WALL PANELS --1 I (BY OTHERS) NEW I ACOUSTICAL I TILE CEILING PROVIDE SLOPED ROOF PER PLAN BOX TO MATCH SLOPE OF I BACK ROOM ROOF WALK—IN COOLER _ 105 HOLD DOWN BOLTS COOLER BOX WALL PANELS PER COOLER MFR (BY OTHERS) REQUIREMENTS 24 GA. FLASHING 1 1/2" 3/4" CHAMFER 1/2" RADIUS #4 BAR CONT. _ 4" CONC. r COOLER SLAB #4 X 6" DOWELS LO W/3" IMBED 0 16" a a. O.C. o a a a d _ a: PATCH ASPHALT 5/8" CONCRETEBACKER BOARD °4 0 16" O.C. FA R-10 RIGIDINSULATION 4 6 16" O.C. #4 BAR CONT. 6 COOLER ROOF CLOSURE DETAIL COOLER WALL CURB DETAIL Checked 76GAS-001 KDA Project No. Gent Project No. owner ROYAL RSP, LLC 15060 TUKWILA INTRN'L BLVD TUKWILA, WA M88 EXISTING WALL TO REMAIN AS -IS 4 EXISTING ROOF TO REMAIN - EXISTING EXISTING C-CHANNEL TO REMAIN CONTINUOUS RIGID INSULATION OVER STRUCTURE TO REMAIN • ���• 79 0 o ` ACOUSTIC TILE CEILING PER PLAN I Y �i COOLER BOX BY OTHERS Q Project U + m WALK — I N + 76 Convenience Store = 0 z 15060 TUKWILA INTRN'L BLVD. �Z COOLER 00 � �. x TUKWILA, WA 98188 Ln x- I w 'I 00 _ EXISTING CONCRETE SLAB TO REMAIN. baue�Rev�ton U 3 Q EXPAND V.C.T. FLOORING INTO EXPANSION No. Date . AREA. /14/15 SCHEMATIC DESM 121/15 PEF&AT FEMS10M FOOTING INSULATION PER DETAIL NEW WALK—IN COOLER SLAB AND REINFORCING PER DETAIL COOLER BOX SECTION &met TWO �I ECII Io s -�- D -rAILS