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HomeMy WebLinkAboutPermit D18-0231 - STARFIRE SPORTS - ENCLOSE EXTERIOR OF BUILDINGSTARFIRE SPORTS 14800 STARFIRE WAY COMPLEX Apn: 2323049001 FINALED 06/02/2021 D18-0231 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2323049001 Permit Number: D18-0231 14800 STARFIRE WAY COMPLEX Project Name: STARFIRE SPORTS Issue Date: Permit Expires On: 1/24/2019 12/30/2020 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: TUKWILA CITY OF 6200 SOUTHCENTER BLVD , TUKWILA, WA, 98188 JEFF KO 311 FIRST AVE , SEATTLE, WA, 98104 REDHAWK GROUP LLC 950 N 72 ST, SUITE 100 , SEATTLE, WA, 98103 License No: REDHAGL940KP Lender: Name: BEN OLIVER Address: 14800 STARFIRE WAY, TUKWILA, WA, 98168 Phone: (206) 324-4800 Phone: (206) 282-3000 Expiration Date: 5/6/2019 DESCRIPTION OF WORK: ENCLOSE EXTERIOR PORTION OF THE BUILDING THAT IS CURRENTLY UNDER THE LEVEL 2 FOOT PRINT (TENANT IMPROVEMENT) REV #1 AFTER PERMIT ISSUED COVERS.FLOOD VENTING. Project Valuation: $677,500.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IB Electrical Service Provided by: TUKWILA Fees Collected: $10,693.10 Occupancy per IBC: S-2 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: 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: 1 Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: i) Date: 9-1 I ob2-0 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: COU` '' 1 °1 Print Name: Date: U't 1"~)0 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: 1: ***BUILDING PERMIT CONDITIONS*** 2: 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. 3: 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. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 7: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: Masonry construction shall be special inspected. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: 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. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 14: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 16: All 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. 20: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 17: 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) 18: 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) 19: 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) 21: Maintain fire extinguisher coverage throughout. 22: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 23: 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) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: 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 1010.1.9.1) 26: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1013.1) 27: Every exit sign and directional exit sign shall have plainly legible letters not ess than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1013.6.1) 28: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1013.6.3) 29: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 33: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 31: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 30: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 34: 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. 35: 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) 36: 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) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 38: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 41: Prior to final permit sign -off applicant shall submit to Ryan Larson, P.E., PW senior Storm Water Engineer Elevation Certificate, Bldg Wet Flood Proofing Certificate and As -Built Plans. 42: Prior to final permit sign -off applicant shall submit to Ryan Larson, P.E., PW senior Storm Water Engineer Elevation Certificate, Bldg Wet Flood Proofing Certificate and As -Built Plans. 43: Manufacturers installation instructions shall be available on the job site at the time of inspection. 44: ***BUILDING PERMIT CONDITIONS*** 45: 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. 46: 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. 47: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 48: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 49: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 50: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 51: Masonry construction shall be special inspected. 52: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1700 BUILDING FINAL** 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 0611 EMERGENCY LIGHTING 140099 FIRE FINAL 5030 FLOOD ZONE CONTROL 5030 FLOOD ZONE CONTROL 0201 FOOTING 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 0409 FRAMING 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 1600 PUBLIC WORKS FINAL 1600 PUBLIC WORKS FINAL 4037 SI -CAST -IN-PLACE 4000 SI -CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4022 SI -MASONRY 4028 SI-REINF STEEL -WELD 4035 SI-SOILS 0602 SLAB/FLOOR INSUL 0602 SLAB/FLOOR INSUL 0601 WALL INSULATION 0601 WALL INSULATION Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2323049001 Permit Number: 14800 STARFIRE WAY COMPLEX Issue Date: Permit Expires On: Project Name: STARFIRE SPORTS D18-0231 1/24/2019 7/23/2019 Owner: Name: Address: TUKWILA CITY OF 6200 SOUTHCENTER BLVD , TUKWILA, WA, 98188 Contact Person: Name: JEFF KO Address: 311 FIRST AVE , SEATTLE, WA, 98104 Contractor: Name: Address: License No: Lender: Name: REDHAWK GROUP LLC 950 N 72 ST, SUITE 100, SEATTLE, WA, 98103 REDHAGL940KP BEN OLIVER Address: 14800 STARFIRE WAY , TUKWILA, WA, 98168 Phone: (206) 324-4800 Phone: (206) 282-3000 Expiration Date: 5/6/2019 DESCRIPTION OF WORK: ENCLOSE EXTERIOR PORTION OF THE BUILDING THAT IS CURRENTLY UNDER THE LEVEL 2 FOOT PRINT (TENANT IMPROVEMENT) Project Valuation: $677,500.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IB Electrical Service Provided by: TUKWILA Fees Collected: $10,693.10 Occupancy per IBC: S-2 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: 1-21/-1q 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: 11( II Print Name: ��W L- ; Date: 1/e zil q 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: 1: ***BUILDING PERMIT CONDITIONS*** 2: 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. 3: 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. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 7: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: Masonry construction shall be special inspected. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: 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. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 14: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 16: All 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. 20: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 17: 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) 18: 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) 19: 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) 21: Maintain fire extinguisher coverage throughout. 22: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 23: 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) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: 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 1010.1.9.1) 26: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1013.1) \ fl 27: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1013.6.1) 28: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1013.6.3) 29: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 33: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 31: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 30: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 34: 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. 35: 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) 36: 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) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 38: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0201 FOOTING 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 4037 SI -CAST -IN-PLACE 4000 SI -CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4022 SI -MASONRY 4028 SI-REINF STEEL -WELD 4035 SI -SOILS 0602 SLAB/FLOOR INSUL 0601 WALL INSULATION CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. DIO ^ O.2 ( Project No. Date Application Accepted: Date Application Expires: l �-) ' ( (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: King Co Assessor's Tax No.: 2'240 N —100 /'lamlao $ 74 ear bhiy TUPj 1 Ua, 'U/&%' Suite Number: Tenant Name: .67:412F/Xe-51310,21 New Tenant: PROPERTY OWNER Name: -j- Name: .5 j Ouve. . J/„ Address: 10000 ‘ 14tGPl/l E' tom Contr Reg No.: up, t `,` 040 KP'oxp Date: S_1 (9 /sot/ City: 7UXidICif State: /-,4._ Zip:''$!Gg CONTACT PERSON — person receiving all project communication Name: -j- p J/„ Address: 3 t l Contr Reg No.: up, t `,` 040 KP'oxp Date: S_1 (9 /sot/ ( ST ri./g- 5 • City:5&-A State: /�%� Zip: 1 816i Phone: / _6 )y_, yaw Fax: Email: c? , . KO @s�A6eSo1.,144(A) . 4044 GENERAL CONTRACTOR INFORMATION Company Name: , , itAivit(I UP Address: l D tu 1.,2 ND 7,, e 7.c. 00 City: 4at77tb_ State: t14' Zip: 9803 Phone: CZo Q 2 $Z _;100Fax: Contr Reg No.: up, t `,` 040 KP'oxp Date: S_1 (9 /sot/ Tukwila Business License No.: H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Floor: ❑ Yes ARCHITECT OF RECORD Company Name: if:aou t"�/' t'EGTI� cJ Architect Name: cattz,ln gRGrGN Address: 311 141 A-vtk` S, City: 4&1.4171.V State: Nit_Zip: emeif Phone:( ,1 32ti ,IfP0 Fax: // Email: ENGINEER OF RECORD Company Name: vl�a.... mci wezia4AC'T Engineer Name: N I uce- Address: L0 D I 32,14 D A-vE` S City:yeD��` %!A• y State:kjit Zip: Gli % Phone:060if3s_62,1d Fax: ll Email: AG Te vi“6-46106,w6treJm6, . cam LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: ys,l r( N 0 if tuot_ Address: i q 4 00 e-tAnt--ifirfrAxt City:'TV / ( LA- State: 1)) - Zip: IT 0 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 • Valuation of Project (contractor's bid price): $ 411- Ov Describe the scope of work (please provide detailed information): eNG(, t 471 tett. pop -110N op wee Aulowu4 17W /' 4L' llrtc'-/ Utipk(Z T&" Lt.wc, 2 t ANT. (Tt� 7 ipippme.toro Existing Building Valuation: $ 1 I Sl,4_ Will there be new rack storage? ❑ Yes Ni.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) NIK *For an Accessory dwelling, provide the following: Lot Area (sq ft): __ Floor area of principal dwelling: 14/Ar Floor area of accessory dwelling%/A *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. u Number of Parking Stalls Provided: Standard: 435 Compact: , Handicap: 4.1/ Will there be a change in use? 0 Yes No If "yes" e////xplain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers j Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ' ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2 " x 11 " paper including quantities and Material Safety ata Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lst Floor 142/ VI 12) r 0Z I .g A , S 2nd Floor 214, Cit.SF /;: 1 5 A, ,,E1,4M 3`d Floor 14, ic4. 4Fifr r 6 3 Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) NIK *For an Accessory dwelling, provide the following: Lot Area (sq ft): __ Floor area of principal dwelling: 14/Ar Floor area of accessory dwelling%/A *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. u Number of Parking Stalls Provided: Standard: 435 Compact: , Handicap: 4.1/ Will there be a change in use? 0 Yes No If "yes" e////xplain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers j Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ' ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2 " x 11 " paper including quantities and Material Safety ata Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 i w PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): /1/4.16(.,( 2'76 l�1G t- Tippzic ovll,wN& tHA-f Is Gvr,z -tw 04/ 74- l.>;vCL Fc -r PR-(N't - C-rem4N7 lMA26 M4N?J Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0 ...Tukwila ❑...Water District #125 ..Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑...Valley View Sewer Availability Provided 0 .. Highline 0 .. Renton 0 .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report 0 ...Bond 0 .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation ❑...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line Domestic Water 0 .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Permanent Water Meter Size... " WO # ❑ ...Temporary Water Meter Size .. " WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer Monthly Service Billing to: Name: 0 ...Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \201 I Applications \Permit Application Revised - 8-9-1 I .docx Revised: August 2011 bb Page 3 of 4 1 • PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE 0 A HORIZED AGENT: Signature: Print Name: E r 1," Mailing Address: 311 I41 A-vE Date: 712-4 Day Telephone: CZ -6) 3714 — vac) city H:\Applications\Forms-Applications On Line\201 1 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh pk 471,044. State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT 1 QUANTITY PermitTRAK PAID ; $10,693.10 D18-0231 Address: 14800 STARFIRE WAY COMPLEX Apn: 2323049001 $10,693.10 DEVELOPMENT $10,379.33 PERMIT FEE R000.322.100.00.00 0.00 $6,275.35 PLAN CHECK FEE R000.345.830.00.00 0.00 $4,078.98 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $313.77 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15023 R000.322.900.04.00 0.00 $313.77 $10,693.10 Date Paid: Wednesday, July 25, 2018 Paid By: STARFIRE SPORTS Pay Method: CHECK 22596 Printed: Wednesday, July 25, 2018 3:40 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Dl 8=o2.3/ Project: VAIR ri ar �Rrs Type of Inspection: Address: //8CO .s'rr, 1Rgc t/ Date Called: Special Instructions: 614A PL+z x NPhone Date Wanted: Q t -Ao -/ y' a.m. p.m. Requester: ca "n'lfLJ7 No: }Approved per applicable codes. Corrections required prior to approval. COMMENTS: monweco eoiLD/Ilvir Inspector: Date: ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be ! paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INS ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 x-,0231 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Project: —5.77k ARE C5-1tR73-. Type of Inspection: 430/LD/ G A/1V4L Address: fi /WO —557KRX Date Called: Special Instructions: Date Wanted _2' `�� a.m. p.m. Requester: ..k5a tik)rt-4TrtEt—D Phone No: za*e-2,etS /9 IDApproved per applicable codes. Corrections required prior to approval. COMMENTS: '77/4_ 5r LL %, (D 4,01/ c//c B6 Re Wil— Boi pfA Inspector: Date: 2/ /7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION DI -023T 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: T/I--RI- I Imo- 5PoRr5 Type of Inspection: C4 L/'9 2 !/V6 c Address: /8'/ � � a W, -U S tc tn Special Instructions: _ Date Wanted: a.m. p.m. Requester:O Phone No: —Z96,...—` Approved per applicable codes. 0 Corrections required prior to approval. t>1 COMMENTS: OifiLx/us-46tr_ifa I) r., 4-z r plan 5� �,,v8- S4err -/moo 6)6 12ev-e Date:/ j 7_45 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be pa Cl at 600 Sout ente d., Suite 100. Call to sche ule reinspection. � o 65 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 `J,e 0231 Project: ''�XtQ l (L�ti Type of Inspection: �� )� ft) lilt �'ft b Address: Date Called: Special Instructions: ate Wanted: A--2,-1.4 a.m. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. MMENTS: Date: Inspector: REI "CTI FEE REQUIRED. Prior to next inspection. fee must be paid at 6301 Southcenter Blvd, Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 b`ia) 013 Project: -br+Q2F 1 czE -6120ce-r Type of Inspection: W I4t, ii46,),Lz4.710J ENTTS: COMMENTS: Address: 1a &' CQ ek 1441 Date Called: C• Special Instructions: /J Date Wanted: r" i —19 p.m. Requester: ,� Phone No: zct, Z?.5 /k'o Vii, pproved per applicable codes. Corrections required prior to approval. ENTTS: COMMENTS: 1.1 25 , r -, k 0/ 1 ) P -'4d C• l / ° J) dr(Za.--z_d /J �Ld_ efrUk tAi 1,/- /4cc t'n /Ft &4,a. sorb „Sr *--n((- pva?awe° -/t).51,tiLaia (fU Lc%'A r r,iftif- (t -e' Inspector: C Date: c / _ 2,61 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1E-fiDD INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 iNr- 0 ZS (206) 431-3670 Project: STAR.FIR� SFor+C Ty of Inspection: �G'e& S� *trek SL,¢ - Address:• , / '/800 STp r/CARE W el lex Special Instructions: Date W ted: 1?`/ Z - 261%e p.m. Requester: O►i Fb rr F1 r1. --D .�� OrS.I. - tEP)x, Ey CCA)C Phone No: 0-29 —//0 ,l ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: " *trek SL,¢ - * SI.-( sf--,N-ftt-e- rOr OrS.I. - tEP)x, Ey CCA)C — ,l SL,/Floor `dNN . . rsu.GA, -- CPN V O G?/7Y Pis 757-19, J/6T - e)/t) cY f /SP,<C'7C�/L it Inspector: �C7tXXr Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 A18-0231 Proje t: 5 tyre 5 -�-s Type of Insp tion: 51.4%42 f 2. r .mss a n Address: I Li8'Dt, ST►42FilFE IA) Date Calle Special Instructions: C1 Date anted: a.m. ll - 2015 p.m. Requester: Mt__ Phone No: Approved per applicable codes. COM TS: Corrections required prior to approval. toci;i4 s 1/4. ox ye We 5-4 Inspector: L_(2t Date:6/ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. IN PECTION NO. INSPECTION RECORD Retain a copy with permit hie oZ3J 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: .7 riA 12,FL PA.s S Fater!, Type of Inspection: -t-exv-in►-i Address: /yam _4'r '=1 Ga►*/ Date Called: Special Instructions: ate Wanted: 'S-Ack-\9 a.m. p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 2 (n ° REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. d INSPECTION NO. INSPECTION RECORD Retain a copy with permit D/ D23J 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: drikz.ria. vers Type of Inspection: ‘ Address: 61 / 2tt iti Date Call d: Special Instructions: 6 LL/ 77 l' tat G L' e e— 7_ -io I L;r - c__ Cl ate Wanted: 3-18.4 Cpm p.m. Requester: _ Phone No: Z*b zq5 ittoo pproved per applicable codes. ctiored prior to approval. COMMENTS: n� 6 LL/ 77 l' tat G L' e e— 7_ -io I L;r - c__ 1._ 1-1 ie 1307 -- F 1....:14e --©i. 1 5->k•4,64/r /76.74,1, ikijpc `cm k. Fox. -rays-Jay-`.3- 19- 1`i Inspector: Sd Date / k /$ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I 3a EXISTING AREA EXISTING AREA KEYNOTES: 01.01 WOOD FRAMED SEATING NOOK, TYP. 01.03 HALF -HEIGHT WALL. 01.04 GLASS WALL FROM STEM WALL TO STRUCTURE BY OTHERS 01.05 FURRING MAY NEED TO MOVE OUT TO COVER OBSTACLES 03.02 NEW SLAB ON GRADE 10.01 3X3 INSULATED SMART VENT. THIS 3X3 GRID OF FLOOD VENTS COVERS 1,800 SF OF INTERIOR FLOOR SPACE, AND IS R-8.34, TYP. 10.02 2X3 INSULATED SMART VENT. THIS 2X3 GRID OF FLOOD VENTS COVERS 1,200 SF OF INTERIOR FLOOR SPACE, AND IS R-8.34, TYP. 10.03 1540-520 INSULATED FLOOD VENT - SINGLE 16.25" X 8.25" ROUGH OPENING COVERS 200 SF 10.04 1540-521 INSULATED FLOOD VENT - STACKER 1X2 GRIT 16.25" X 16.375" ROUGH OPENING COVERS 400 SF BASE FLOOD ELEVATION 20' FFE 16.5' 1• JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE WA 98109 t 208.329,1800 WWW JAOKSONMAIN COM REVIEWEu FT -61T-1 ODE COMPLIANCE APPROVED JAN 11 2020 City of Tukwila BJILDING DIVISION STORAGE 8390 SF 11 OCC. EXI9TET° 1REVISIONS tigvCtianges shall be made to the scope of*Orli wrtnaut prior appy al of ttie Tukwila Budding Division. OTE Revisions wif requite a new plan submittalnd may include addd0al oyn,rt aim -FLOOD COVERAGE CALCULATIONS: Total of Perimeter. 14053 SF / 200 = 70.26 ro Jnd up to 71 single vents. I EXISTING AREA IUP FLEX SPACE 004 1652 SF 33 OCC. FLEX SPACE Dos 1325 SF 27 OCC. STORAGE FLEX SPACE 1212 SF 23 OCC. 9 WO 7.047,7 t4- i6. 10 - 11 1/0" O O O GROUND FLOOR - LEVEL 1 29 -9116" 1/8'=1'ff i WITH 13,337 SF OF NEW CONSTRUCTED AREA, 13,337 SI OF PASSIVE OPENINGS REQUIRED PER FEMA, OR APPROXIMATES 93 SF OF OPENINGS. BFE OF 20' AND FE OF 16.6, MEANS OUR OPENINGS CAN GO UP TO 3.5' HIGH. SMART VENT COVERS 200 SF PER VENT. 13,337 SF / 200 SF = 66.6, THEREFORE 67 VENTS REQUIRED. VENTS WILL BE INSTALLED IN GROUPS OF 9, IN A 3X3 GRID. 67 / 9 = 7,5, THEREFORE 8 GROUPS OF 9 VENTS TO BE INSTALLED. EACH GROUP OF 9 COVERS 1800 SF. SEE PLAN FLOR GROUP LOCATION AND KEYNOTE DETAILS. LEGEND NEW EXISTING DEMO OCCUPANT LOAD PER 2015 IBC TABLE 1004.1.2 EXERCISE ROOM OCCUPANT LOAD = 1 / 50 SOFT REVISION N0. A RECEIVED CITY OF TUKWILA DEC 0 21121 PERMIT CENTER SEPARATE PERMIT SQUIRED FOR: zp�Mechanical (D/ Electrical [tom ,plumbing Gas Piping 0Gity of Tukwila B ILDING DIVISION PROJECT NO.: PROJECT MGR.: DRAWN BY. CHECKED BY: 16100 JK AW GP FLOOR PLAN - LEVEL 1 A2.00 CNITECTURE PS 02015 f mkaMo.me.s1.10051aa1re Ground Floa Jess ®.Ishlm CUP ANGLE WITH SLIP JOINT TO BE ATTACHED DIRECTLY TO STRUCTURE PER MANUFACTURER 2" CLIP ANGLE 47' METAL STUD WALL PER PLAN EXISTING 6" FLOOR FLOOR FINISH PER SCHEDULE METAL STUD HALF WALL W/ GLAZING REVIEWED FOR CODE COMPLIANCE APPROVED JAN 11 2020 City of Tukwila BUILDING DIVISION FILEOPS Penult No Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acKnowiedged: By. JtD- Date: City of Tukwila BUILDING DIVISION CMU WALL PER PLAN. CORE FILLED INSULATION PER WSEC WATER RESISTANT BARRIER PROTECTION BOARD DRAIN MAT EXISTING GRADE BEAM T 8-10 RIGID INSULATION. EXTEND 24" BELOW SLAB, TYP. 10 MIL. VAPOR BARRIER J ifll(illlllll Illllillllllll1k /, 1,_- I(I C1.0 WALL BASE/NEW SLAB EDGE @ GRADE BEAM 31, MY EXISTING EXTERIOR WALL ASSEMBLY EXISTING CONCRETE SLAB ON M TAL DECK EXISTING BEAM MAINTAIN EXISTING PRAY FOAM FIRE PROOFING INSOLATION ON EXTERIOR SIDE OF STING BEAMS 42 EXISTING CMU WALL PER PLAN EXISTING FLOOR CLIP STUD TO WALL @ TOP CLIP STUD TO WALL @ 47' 5/8" GYPSUM 5/8" FRAMING 1" AIR CAVITY - AIR CAVITY AS REQUIRED TO BYPASS OBSTACLES FLOOR FINISH PER SCHEDULE FULL HEIGHT CMU WALL REMOVE SPRAY FOAM FIRE PROOFING INSULATION OFF INTERIOR BEAMS AND REPLACE WITH SIMILAR OR BETTER FIRE RATED INTUMESCENT PAINT. NEW CMU WALL PER MANUFACTURER 47' EXISTING CMU WALL PER PLAN EXISTING FLOOR C CLIP ANGLE WITH SUP JOINT TO BE ATTACHED DIRECTLY TO STRUCTURE T CLIP ANGLE 5/8" GYPSUM 1 5/8" FRAMING 1"AIR CAVITY FLOOR FINISH PER SCHEDULE P 111 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE. WA 68104 120,324 4800 WWW.i2CK.SFWMAIN COM RECEIVE Y OF TU DEC 0 5 28'21 ILA ERMIT CE TER STARFIRE SPORTS BEN OLIVER K 5 OJECE NO.. ECT MGR AWN BY HECKED BY. OCMU HALF WALL W/ GLAZING DETAILS 16100 LK ADC GP 8.00 WM [TURF,' 02013 FLOOD§, PLANS F E 1 SMART VENT® Foundation Flood Vents SMART VENT® WET FLOODPROOFING PRODUCT SCHEDULE Project Number: 1389 Date: 4-24-20 Project Name: 1389 — Starfire Way Contact: Gregg Percich Project Address: 14800 Starfire Way Email: Gregg.pecich@jacksonmain.com Project City, State, Zip: Tukwila, WA 98188 Phone: 206-324-4800 Code Qty. Model # Description Finish Flood Coverage Air Ventilation R.O. 10.01 11 1540-150303 (1540-0239) Insulated Multi -frame (3W x 3H) Select Color 1,800 sq. ft. 50.38-in. x 24.13 in. 10.02 1 1540-150203 (1540-0239) Insulated -Multi-frame (2W x 3H) Select Color 1,200 sq. ft. 33.5-in. x 24.13-in. 105 1540-0239 Flood Door — Insulated (In a Multi -Frame) Select Color - - - 10.03 4 1540-520 Insulated FLOOD VENT- Single See Paint Options _200 sq. ft. - 16.25-in. x 8.25-in. 10.04 3 1540-521 Insulated FLOOD VENT - Stacker See Paint Options 40t :5F4-err -R ' 1 .25-in. x 16.375-in. 18 HurriBondTM Caulking & Adhesive CODE COMPLIANC Total Flood Coverage: 16,400 SF Comments: Assessment done by Bruce Beitel. Additional Information: APPROVED AUG 10 2020 • This is a recommended assessment by Smart Vent's Plans Division. The selected wall placement of vents is to identify areas and t�}g s�, ciriC oT he ve s need to be. The exact location on an identified wall is entirely up to the design professional and structural team. � DING DIVISIO N • Our Smart Vent models are certified through the International Code Council's Evaluation Service (ICC-ES) to provide 200 sq. ft. of flood protection per single engineered opening. Higher coverages are provided for stacked or multi -frame units. • For compliancy, Smart Vent's need to be placed on at least two different walls per enclosure and the bottom of each vent must be installed within 12 inches of the highest ad' caLltE0 whether internal or external, immediately under each opening. The entire portion of the flood vent must be below the Base Flood Elevation (BFE). ClOF TUKt-p` Use Flood Vent Sealing kits with insulated flood vents to meet 2018 energy codes. • Online Product Catalog: https://smartvent.com/products gu4v1 SUL 22 ��9'xi PERM T CENTER SMARTVENT.COM 430 ANDBRO DRIVE, UNIT 1, PITMAN,NJ 08071 1-877-441-8368 PLANS@SMARTVENT.COM btro>-3 1 ''SMART VENT° Foundation Flood Vents STANDARD FINISH POWDER COAT WHITE POWDER COAT PAINT OPTIONS: ❑❑❑ Custom colors also available. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 10 2020 City of Tukwila BUILDING DIVISION MODEL NUMBER FLOOD COVERAGE VENT SIZE ROUGH OPENING 1540-520 1540-521 200 sq. ft. 16"wx8"Hx3"D 164 in x 8 a in 400 sq. ft. 16"w x 16"H x 3"o 16 4 in x 16 s in 1540-570 200 sq. ft. 141"w x 81"Hx3"D 141 inx84 in To view other sizing options see Multi -frames For more information on Flood Protection Solutions, contact Smart Vent 430 Andbro Drive, Unit 1 • Pitman, NJ 08071 Website: www.smartvent.com Tel: (877) 441-8368 Email: info@smartvent.com SMART VENT Foundation Flood Vents INSULATEDE S RIES This series of vents is ideal for areas requiring flood venting protection but no natural air ventilation. The flood door contains a 2" insulated core that has an R -value of 8.34 and the vent frame is lined with felt weather stripping, helping to keep the enclosure as insulated from the elements as possible. IDEAL FOR: • Garages • Full height enclosures (e.g. walkouts) • Conditioned crawlspaces • Storage facilities • Metal buildings • Foyers 4.1 Flood Vent 1540-520 QStacker 1540-521 Stacker Models are twice as efficient as a single unit and are a great solution for large amounts of square footage, and in situations where there is not enough wall space to fit in single units. Q Wood Wall 1540-570 Wood Wall Models are designed to fit between studs spaced at 16" on center. Pre -drilled slots in the four corners on the vent flange make for an easy installation. / 2/3 For more information on Flood Protection Solutions,,contact: Smart Vent 430 Andbro Drive, Unit 1 Pitman, NJ 08071 Website: www.smartvent.com Tel: (877) 441-8368 Email:.info@smartvent.com Pictured in powder coat paint gray Insulated FLOOD VENT - Wood Wall Model: 1540-570 High Efficiency Insulated Flood Vent Superior Automatic Flood Protection Designed for Installation Between Studs ICC -ES Evaluated and FEMA Accepted Foundation Flood Vents ■ Potential savings on homeowner's NFIP premiums ■ Preserves aesthetic beauty of a home by requiring 2/3 less vents ■ Each vent certified to protect 200 sq. ft. of your home ■ Code Compliant, FEMA accepted, ICC -ES Evaluated ■ All Stainless Steel construction meets or exceeds flood and corrosion resistance code requirements ■ Patented automatic floats release bi-directional flood door Wood Wall Model shown with interior trim flange ICCna One 14 '/2 " x 8 1/2" vent is certified to cover 200 square feet of enclosed area for flood protection The Wood Wall Flood Vent is designed to fit between studs spaced on 16" centers. One vent covers 200 square feet of enclosed area, and it is an easy retrofit. This vent only comes in an insulated model. 3/3 SMART VENT www.smartvent.com • 877-441-8368 Project Summary, pg 1 PROJ-SUM 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 General Info PROJ-SUM form shall be provided as a cover sheet for all compliance form submittals. Project Title shall match project plans title block. Project Title: STARFIRE GROUND FLOOR Date 7/20/2018 Project Street Address: 14800 STARFIRE WAY For Building Department Use F""' f , r Ili.• Project City, County, Zip: TUKWILA, KING COUNTY, 98188 Project Owner or Rep: BEN OLIVER REVIEWED FOR CODE COMPLIANCE Jurisdiction: CITY OF TUKWILA APPROVED Project Description all that apply to the scope of project. Select Addition + Existing or Alteration + Existing if the existing building will be combined with the addition or alteration to demonstrate compliance per Section C502.1 or C503.1. New Construction ❑ New Building Existing Building and Additions Retrofit AA ((�� qq QSelect ❑ Build V�tdBitiM 2018 City o(f� Tukwila u UI i`Vv I V I E€�.r IVl7c15I V IsiOl�l ❑ Change in Space Conditioning ❑ Mechanical Systems U Alteration Historic Building Elements ❑ All ❑ Service Building Scope - Select all that Hot Water Systems apply Building Envelope II Lighting Systems • Electrical Systems Occupancy Type Q All Commercial Q Group R - R2, R3, & R4 0 Mixed Use over 3 stories and all R1 Mixed Use - Building is greater than three stories above grade and it has both Commercial and Group R occupancies. Mixed Occupancy - Building is three stories or less above grade and it has both Commercial and Group R2, R3 or R4 occupancies. Select All Commercial to document compliance for the commercial areas of the building. The residential spaces shall comply with the WSEC Residential Provisions. Space Conditioning Categories Select all that apply to the scope of project Space Category3 ❑ Refrigerated S•acos __n Wareho ,:.t�wau) CITY OF TUKWIL J Fully Conditioned . Semi-heated2 ❑ Low Energy Eligible Low Energy Spaces ❑ Unconditioned ❑ Wireless service equipment shelter capacity JUL 2 5 2018 • Low energy heating/cooling • Greenhouse^ • EgiPERML gCENTE Floor Area and Stories Floors Above Grade Building Gross Conditioned Floor Area Project Gross Conditioned Floor Area 3 84,074 11,548 General Compliance Path ® Compliance Method 1 - General C Compliance Method 2 - Total Building Performance Compliance Method 1 - Projects shall demonstrate compliance with all applicable mandatory and prescriptive requirements of this code. Refer to C401.2, Item 1 for more information. Compliance forms to include with a Prescriptive submittal: All applicable ENV, LTG, and MECH. Compliance Method 2 - Projects complying via total building performance (TBP) shall include a summary of results from a whole building energy model per Section C407 and shall demonstrate compliance with all applicable mandatory provisions in this Code. Refer to Section C401.2, Item 2 for more information. Compliance forms to include with a TBP submittal: PROJ-SUM, ENV -CHK, LTG -EXT, LTG -CHK, and all MECH forms except MECH-ECONO and MECH-VENT (pending). Note 1 - Refrigerated Spaces - They shall comply with the envelope and refrigeration equipment requirements in Section C410. Warehouse coolers and freezers shall also comply with the envelope requirements in C402. C410 takes precedent for overlapping requirements. Note 2 - Semi -heated Spaces - If heated with equipment other than electric resistance may take an exemption for wall insulation. All other envelope assemblies shall comply with the thermal envelope provisions. Note 3 - Exemptions For Low Energy Spaces - Low Energy spaces are exempt from all provisions in WSEC Section C402 Building Envelope, however all other applicable provisions in the Code do apply including lighting, mechanical, service water heating, etc. Note 4 - Eligible Space Conditioning For Low Energy Greenhouses - Greenhouses are defined as spaces that maintain a specialized sunlit environment that is used exclusively for cultivation, protection and maintenance of plants. Cooling with outside air and/or evaporative cooling, and any form of heating equipment, are allowed under the Low Energy Greenhouse category. Greenhouses with cooling equipment that requires a condensing unit are NOT eligibl Project Summary, pg 2 PROJ-SUM 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 •General Info Project Title: STARFIRE GROUND FLOOR Date 7/20/2018 C406 Additional Efficiency Package Options Summary A minimum of two Options are required for new construction, and change in space conditioning or occupancy projects. Select all Options included in the current project scope. Also select Options complied with under previous projects (shell and core, other tenant spaces in building, etc) Buildings with multiple tenant spaces may comply with different options (mix & match). Options are required for all space conditioning categories. Include discipline specific information for C406 options in ENV -SUM, LTG -SUM and Refer to SBCC website for official interpretations regarding C406 provisions. Building level efficiency options: Current Scope Previous Projects C406.8 Enhanced envelope performance ❑ I C406.9 Reduced air infiltration ❑ ❑ C406.5 On-site renewable energy ❑ ❑ Building area level efficiency options C406.2 More efficient HVAC equipment ❑ ❑ C406.6 Dedicated outside air systems (DOAS) ❑ ❑ C406.7 Reduced energy use in service water heating ❑ ❑ C406.3 Reduced lighting power ❑ 1 C406.4 Enhanced digital lighting controls ❑ ❑ C406 Comments: Envelope Summary ENV -SUM 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 Project Info Applicant Info. Provide contact information for individual who can respond to inquiries about information provided. Project Title: STARFIRE GROUND FLOOR Date 07/20/2018 Company Name: JACKSON MAIN ARCHITECTURE For Building Department Use Company Address: 311 1ST AVENUE SOUTH Applicant Name: JEFF KO Applicant Phone: (206) 3244800 Applicant Email: JEFF.KO@JACKSONMAIN.COM Project Description ❑ New Building ❑ Addition Q Alteration II No Envelope Scope Envelope Project Scope Select al! that apply. Use - Commercial + Group R Freezer ❑ Equipment Building ✓ All Commercial ❑ Group R - Commercial NI Mixed Semi -heated • Refrigerated Cooler ❑ Refrigerated Envelope Description Provide brief description of the project and relevant supporting documentation. If project includes multiple Target Insulation Allowance areas, and/or is demonstrating compliance as an Addition + Existing, Alteration + Existing, or Addition + Alteration + Existing project, provide a brief summary of the approach to THE BUILDING ADDITION WILL BE ENCLOSING EXTERIOR AREAS. ALL AREAS TO BE ENCLOSED EXIST UNDER THE CURRENT LEVEL 2 FOOTPRINT. NEW EXTERIOR WALLS WILL BE CONSTRUCTED OF CMU, FURRED OUT FOR INSULATION. NEW SLABS WILL INCLUDE INSULATION. Air Barrier Testing Air barrier testing is required for all new construction projects. Testing criteria is 0.40 cfm/ft2 under test pressure of 0.3 inch w.g. To comply with C406.9, demonstrate that measured air leakage of building envelope scope Air Infiltration ✓ Air barrier testing per Section C402.5.1.2 included in project ❑ Additional Efficiency Package Option - C406.9 Reduced ❑ Testing not required. Explanation: Compliance Documentation Scope and Method Scope of This Calculation ❑ No Envelope Scope II New Building ✓ Addition ❑ Alteration Target Insulation Allowance Sets the title and calculations in the compliance forms. Selection required to enable forms. 0 Fully Conditioned - Commercial, Group R, Mixed Use ® Semi -heated 0 Refrigerated Cooler 0 Refrigerated Freezer If project includes more than one Target Insulation Allowance area, and/or if project includes addition and alteration areas complying independently, for each area complete an ENV -SUM form Rows 16-46 and either an ENV -PRESCRIPTIVE form, or ENV -UA + ENV-SHGC forms if demonstrating compliance via component performance. Envelope Compliance Path Selection required to enable forms. ® Prescriptive 0 Component Performance Component Performance Calculation Adjustments ❑ Change of Occupancy (C503.2) / Conditioning (C505) - 10% higher UA allowed Envelope - 15% lower UA required • Additional Efficiency Package Option - C406.8 Enhanced Additions Q Addition stand alone 0 Addition + Existing Addition stand alone - Complete Vertical Fenestration and Skylight Area Calculation. Enter total existing -to -remain wall, roof, vertical fenestration and skylight areas as EXISTING. Enter total addition envelope assembly areas as NEW. If resulting total building WWR exceeds 30% and/or SSR exceeds 5%, refer to C502.2.1 and C502.2.2 for prescriptive compliance alternatives. If complying via component performance, complete ENV -UA per instructions for addition stand alone projects. Addition + existing - Complete ENV -UA per instructions for addtion + existing projects. Alterations - Fenestration and Skylight WWR and SRR not increased - Vertical Fenestration WWR and/or SRR increased - Complete Vertical fenestration and skylight areas as EXISTING. and/or SSR exceeds 5%, refer to C503.3.2 and complete ENV -UA per instructions for alteration ❑ Replacement windows only, or resulting ❑ Total total building WWR <_ original WWR building WWR increased by alteration building SRR increased by alteration existing -to -remain wall, roof, vertical total building WWR exceeds 30% via component performance, • Replacement skylights only, or resulting ❑ Total total building SRR <_ original SRR and Skylight Area Calculation not required. Fenestration and Skylight Area Calculation. Enter total Enter total altered envelope assembly areas as NEW. If resulting C503.3.3 for prescriptive compliance alternatives. If complying + existing projects. Envelope Summary, pg. 2 ENV -SUM 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 Project Title: STARFIRE GROUND FLOOR Date 07/20/2018 Vertical Fenestration and Skylight Area Calculation Prescriptive Path - Enter envelope sf values directly into this section of ENV -SUM for vertical fenestration, skylights, net walls and roof. For Additions and Alterations, refer to these sections in ENV -SUM for further instructions. Component Performance - When this Envelope Compliance Path is selected, write - protection of this section is enabled. Enter envelope sf values for all assemblies into the form. Envelope information from ENV -UA will auto -fill into this section of ENV - Total Vertical Fenestration Area (rough opening) NET Exterior Above Grade Wall Area Total Skylight Area (rough opening) NET Exterior Roof Area New 373 1,624 0 13,502 Existing 0 0 0 0 Total 373 1,624 0 13,502 Vertical Fenestration -to- 18.7% Wall Ratio (WWR) Skylight -to -Roof (SRR) Ratio ( ) Vertical Fenestration Area Compliance VERTICAL FENESTRATION AREA COMPLIES WITH MAXIMUM ALLOWANCE Skylight Area Compliance NO SKYLIGHT PROPOSED. COMPILIES WITH MAXIMUM ALLOWANCE. Vertical Fenestration Alternates 0 High performance fenestration U -factors and SHGC per C402.4.1.3 0 Dedicated outdoor air system per C402.4.1.4 and C403.6 Show locations of qualifying daylight zone (DLZ) areas and ft2 on project plans. For Daylight Zone Area Calculations - a) Sidelight areas include primary + secondary daylight zone areas. b) Include overlapping toplight and sidelight daylight zone areas under Toplight. c) Net floor area definition in Chapter 2. 0 In buildings >_ 3 stories, 25% or more of NET floor area is in DLZ per C402.4.1.1 0 In buildings < 3 stories, 50% or more of CONDITIONED floor area is within DLZ per C402.4.1.1 Daylight Zone Calculations Daylight Zone Fenestration Alternate Not Selected. No Calculations Required Sidelight Daylight Zone Area Toplight Daylight Zone Area Percent Daylight Zone Area Spaces in Single Story Building Requiring Skylights In these spaces a minimum of 50% of the floor area shall be within a skylight daylight zone (DLZ). Refer to C402.4.2 for requirements. SRR = Skylight to roof ratio List all enclosed spaces that exceed 2,500 ft2, have ceiling height greater than 15 ft, and are space types required to comply with this provision. Indicate aperture with "AP" prefix (AP 1.1%) Space Space Area (ft2) DLZ Area (ft2) SRR or Aperture Exception Envelope Exemptions Low Energy and Semi -heated Spaces Low energy spaces per C402.1.1 Item 1 are exempt from the thermal envelope provisions. Semi - heated spaces heated by systems other than electric resistance are exempt from wall insulation provision only per C402.1.1.1. Complete Low Energy and Semi -Heated Spaces table in MECH-SUM to verify eligibility based on installed peak heating and cooling capacity per sf. Equipment Buildings Equipment buildings are exempt from the thermal envelope provisions per C402.1.2. The following shall be met to be eligible: building size <_ 500 sf, average wall/roof U- factor < U-0.20, electronic equipment load >_ 7 watts/sf, heating system output capacity < 17,000 btu/h. Cooling system capacity not Wall Insulation R -Value Roof Insulation R -Value Overall Average U -Factor Equipment Building Envelope Electronic equipment power (watts/sf) Heating system output capacity (Btu/hr) Cooling capacity (Yes/No) Envelope Requirements Summary, pg 1 ENV -REQ 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 Minimum Requirements This table summarizes prescriptive compliance requirements for opaque elements and fenestration. Refer for Prescriptive Compliance to Tables C402.1.3, C402.1.4 and C402.4 in the 2015 WSEC for important footnotes that apply to these tables. Refer to Section C402 for all applicable requirements for each envelope element type and applicable exceptions. Refer to Section C410 for all applicable information for refrigerated spaces. Prescriptive Path Table C402.1.3 Notes 1,7 Insulation Minimum R -Value Table C402.1.4 Notes 1,2 Assembly Maximum U -factor Occupancy Group All Other 1 Group R All Other 1 Group R Opaque Elements Roofs Insulation Entirely above Deck R-38 c.i. R-38 c.i. U-0.027 U-0.027 Metal Building (with thermal spacer block) Note 3 R-25 + R-11 Ls R-25 + R-11 Ls U-0.031 U-0.031 Attic and Other R-49 R-49 U-0.021 U-0.021 Joist or single rafter R-49 R-49 U-0.027 U-0.027 Walls, Above grade Mass R-9.5 c.i. Note 6 R-13.3 c.i. U-0.104 Note 6 U-0.078 Mass transfer deck slab edge No R -Value for prescriptive compliance U-0.200 U-0.200 Metal Building R-19 c.i. R-19 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 w/ int. frame R-21 w/ int. frame U-0.054 U-0.054 Below Grade Wall Note 4 Same as above grade Same as above grade Floors Mass R-30 c.i. R-30 c.i. U-0.031 U-0.031 Steel Joist R-38 + R-10 c.i. R-38 + R-10 c.i. U-0.029 U-0.029 Wood Framed and Other R-30 R-30 U-0.029 U-0.029 Slab -On -Grade Floors Unheated R-10 for 24 in. (from top of slab) F-0.54 F-0.54 Heated Note 5 R-10 perimeter & under entire slab F-0.55 F-0.55 Opaque Doors Swinging No R -Value for prescriptive compliance U-0.37 U-0.37 Nonswinging (Roll -up or sliding) R-4.75 1 R-4.75 U-0.34 U-0.34 Table C402.4 - 0-30% of wall area, or 30%-40% per Section C402.4.1.1 DLZ or Section C402.4.1.4 DOAS Section C402.4.1.3 High Performance Fenestration Option - 0-40% of wall area Fenestration Notes 1,2 Assembly Maximum U -factor Vertical Fenestration Nonmetal framing U-0.30 U-0.30 U-0.28 U-0.28 Metal framing (fixed) U-0.38 U-0.38 U-0.34 U-0.34 Metal framing (operable) U-0.40 U-0.40 U-0.36 U-0.36 Entrance doors U-0.60 U-0.60 U-0.60 U-0.60 Skylights Skylights U-0.50 U-0.50 U-0.50 U-0.50 Fenestration Assembly Maximum SHGC Factor Vertical Fenestration PF<0.2: north - SHGC=0.53; all other SHGC=0.4 0.2 <_ PF < 0.5: north - SHGC-0.58; all other - SHGC-0.48 PF >_ 0.5: all orientations - SHGC-0.64 PF<0.2: north - SHGC=0.46; all other SHGC=0.35 0.2 <_ PF < 0.5: north - SHGC-0.51; all other - SHGC-0.42 PF >_ 0.5: all orientations - SHGC-0.56 Skylights SHGC-0.35 SHGC-0.35 C410.2 Refrigerated Spaces Insulation Insulation Minimum R -Value Assembly Maximum U -factor Freezers - Walk-in and Warehouse Roof / Ceiling R-32 U-0.030 Wall R-32 U-0.030 Door R-32 U-0.030 Door - transparent reach -in triple -pane, heat -reflective treated or gas Floor R-28 U-0.035 Coolers - Walk-in and Warehouse Roof / Ceiling R-25 U-0.039 Wall R-25 U-0.039 Door R-25 U-0.039 Door - transparent reach -in double -pane, heat -reflective treated & gas fill, or comply with freezer door req. Floor No Requirement Envelope Requirements Summary, pg 2 ENV -REQ 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 Definitions: Ls = Liner system -- A continuous membrane installed below the purlins and uninterrupted by framing members. Uncompressed, unfaced insulation rests on top of the membrane between the purlins. Refer to Section A102.2.5.4. c.i. = Continuous insulation -- Insulation that is continuous across all structural members without thermal bridges other than service openings and penetrations by metal fasteners with a x -sectional area of less than 0.04% of the opaque surface area of the assembly. Components with more than 0.04% metal penetrations may be eligible to follow the alternate CI values below. int = Intermediate framing -- Includes insulated headers, corners and interior partition wall to exterior wall intersections. Refer to Section A103.2 for framing definitions. Footnote Summary: Each table in the 2015 WSEC has footnotes applicable to specific information provided in the table. This footnote summary provides only abbreviated details from these footnotes. Refer to 2015 WSEC for complete footnote information. Note 1 - Assembly descriptions can be found in Chapter 2 and Appendix A. Note 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. Note 3 - For metal building roofs where using R -value compliance method, a thermal spacer block with minimum thickness of 1 /2 -inch and minimum R -value of R-3.5 is required. Otherwise use the U -factor compliance method. Note 4 - Where heated slabs are below -grade, they shall comply with the F -factor requirements for slab -on -grade heated slabs. Note 5 - Heated slab F -factors shall be determined specifically for heated slabs. Unheated slab F -factors shall not be used. Note 6 - CMU walls in all occupancies other than Group R may be eligible for reduced insulation if all provisions stated in applicable footnote are met. Refer to Footnote D in Table C402.1.4 or Footnote C in Table C402.1.3 for eligibility requirements. Note 7 - Components with continuous insulation but with metal penetrations / connections may be eligible for alternate continuous insulation R -values if all provisions in applicable footnote are met. Refer to alternate prescriptive R -values in table below and Footnote G in Table C402.1.3 for eligibility requirements. Alternate continuous insulation nominal R -values This alternate nominal R -value compliance option is allowed for projects complying with all of the following: 1. The ratio of the cross-sectional area, as measured in the plane of the surface, of metal penetrations of otherwise continuous insulation to the opaque surface area of the assembly is greater than 0.0004 (0.04%), but less than 0.0012 (0.12%). 2. The metal penetrations of otherwise continuous insulation are isolated or discontinuous (e.g., brick ties or other discontinuous metal attachments, offset brackets supporting shelf angles that allow insulation to go between the shelf angle and the primary portions of the wall structure). No continuous metal elements (e.g., metal studs, z-girts, z -channels, shelf angles) penetrate the otherwise continuous portion of the insulation. 3. Building permit drawings shall contain details showing the locations and dimensions of all the metal penetrations (e.g., brick ties or other discontinuous metal attachments, offset brackets, etc.) of otherwise continuous insulation. In addition, calculations shall be provided showing the ratio of the cross-sectional area of metal penetrations of otherwise continuous Assemblies with continuous insulation (see definition) Alternate option for assemblies with metal penetrations, heater than 0104% bit less theses 0.0891 Alternate option for assemblies with metal penetrations, greater than or equal to 0.0891 but less than 0.1291 R-9.5ci R -11.9c1 R-13ci R 11.4d R-143ci R 15.7ci R-133ci R 16.6d R -183c1 R-152ci R-19.Oci R-21ci R-3Oci R -38d R-42ci R-38ci R -48d R-53ci R-13+R-9_Sa R-13+R-9.4ci R-13 +R -10.3d R-13+R-1Od R-13+R12.5c1 R-13+R-13.Sd R -13+R -125d R-13+R15.6d R-13 +R -17.2a R -13+R -13d R-13+it16.3a R-13 +R -17.9a R -19+R -11.5a R -19+R 10.6ci R-19 +R-11.7ci R -19+R -14d R -19+R -17.5a R-19+R-19.2ci R-19+R-16ci R.-19 + R-20ci it19+R-22a R-20 + R-3.8ci R-20 + R -4.8a R-20 +R-53ci R-21 +R -id R-21 + R -63a R-21 + R- 9d End of Envelope Requirements Summary Prescriptive Path, pg. 1 ENV -PRESCRIPTIVE 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 Project Title: STARFIRE GROUND FLOOR Date 07/20/2018 Target Insulation Allowance Semi -heated Space For Building Department Use Fenestration Area as % gross above -grade wall area 18.7% Max. Target: 30.0% Skylight Area as % gross roof area 0.0% Max. Target: 5.0% Vertical Fenestration Alternates: None Selected on ENV -SUM User Note Prescriptive compliance of envelope assemblies may be accomplished by providing insulation R -values per Table C402.1.3 or U -factors /F - factors per Tables C402.1.4 and C402.4. A single project may comply via R -values for some envelope assemblies and U -tactors / F -factors for others. Building Component Provide plan/detail # of assembly and description R -Value Method for Prescriptive Compliance U-Factor/F-Factor Method for Prescriptive Compliance Cavity Ins. R -Value Uontinuous Ins. (CI) R -Value' % Area of Metal Penetrations in Cl2 Assembly U -Factor U -Factor Source3 Roofs 0 a) 0 0 e In 2 4 c N_ 0 O Z 4- < Existing Floor Above - R-30 per WSEC 2001 R-30 Opaque Walls - Above Grade15 a) a) v m E. L_ 0 0 0 0 m 2 See wall schedules on A7.01 R-9.5 0) c c m H N 0) 76 76 m m CI) Ct a 7 o (7 N 0 Below Grade Walls E E 0 U w a 0 0 0 0 0 LL 0 0 Framed8 Prescriptive Path, pg. 2 ENV -PRESCRIPTIVE 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revi Project Title: STARFIRE GROUND FLOOR Date 07/20/2018 Fenestration Area as % gross above -grade wall area 18.7% Max. Target: 30.0% For Building Department Use Skylight Area as % gross roof area 0.0% Max. Target: 5.0% If vertical fenestration or skylight area exceeds maximum allowed per C402.4.1, then the project must compl via Component Performance and provide ENV -UA and ENV-SHGC forms. Building Component Provide plan/detail # of assembly and description R -Value Method for Prescriptive Compliance U-Factor/F-Factor Method for Prescriptive Compliance Perim. Ins. R -Value Full Slab CI R -Value J F -Factor F -Factor Source70 Is a) 'D c m as to I' m a) D See detail 2/A8.03 R-10 m 11 Provide ID from door schedule and description Ins. R -Value Assembly U -Factor ll U -Factor Source Opaque Doors 1 D, o, 3 w Doors B, E on Sheet A7.01 Door C on Sheet A7.01 Door G on Sheet A7.01 U=0.37 U=0.36 U=0.44 APPENDIX A APPENDIX A APPENDIX A m _c 0 Solar Heat Gain Coefficient (SHGC) U -Factor for Prescriptive Compliance Provide ID from window schedule and description Nrolection Factor (PF) if applicable12 Orientation (N or SEW)73 Assembly SHGC14 Assembly U -Factor U -Factor Source" c o L° U)_ 1) u- 3o r > de m a) c 0 Z ) K T9 a) 2 _ ; m Z^ C a) math a slab -on -grade or exposed floor, this floor shall be thermally broken from the surrounding floor area with the same amount of insulation as rE co L CM t. cn W a) T I— Q Miscellaneous - Refrigerated Spaces Provide plan/detail # of assembly and description Ins. R -Value Assembly U -Factor U -Factor Source m 2D) 0 u_ LL Provide ID from window schedule and description Cooler / Freezer Double Pane Glass Triple Pane Glass Inert Gas Filled Heat Reflective Treated Glass rn c 'N co 0 `o 0 c — C m a) Er Note 1- Insulation that is continuous except for fasteners may be entered here if the cross-sectional area of metal penetration through otherwise continuous insulation is less than 0.12%. Note 2 - Alternate prescriptive continuous insulation R -values per Table C402.1.4, Footnote F may be used if the cross sectional area of metal penetrations exceeds 0.04% but is less than 0.12%. Calculations are required to use these alternate R -values. !Vote 3 - Opaque assembly U -factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1. Specify the table number or calculation page number. • Note 4 - Thermal spacer blocking and liner system are required for prescriptive R -Value compliance in metal building roof assemblies. Note thermal spacer thickness and R -value in roof assembly description. Note 5 - Intermediate framing is required for prescriptive R -Value compliance in wood -framed wall assemblies. Note 6 - Proposed CMU mass walls in non -Group R that meet Table C402.1.4 Footnote C requirements can enter the target prescriptive U -value of 0.104. Note 7 - Mass transfer slab edges must be covered with an assembly having an overall U -factor of 0.2. Note 8 - Refer to Table C402.1.3, Footnote E for prescriptive R -Value requirement for steel floor joist assemblies. Note 9 - Prescriptive slab -on -grade insulation shall extend from top of slab to minimum length per an approved method as defined in C402.2.6. Note 10 - Slab -on -grade F -Factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1. Note 11 - Opaque door U -factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1. A door is defined as opaque if less than 50% of the door area has glazing. Note 12 - Refer to Equation C4-6 Projection Factor Calculation. Note 13 - N = Oriented within 45 degrees of true north, SEW = All other orientations. Note 14 - Fenestration assembly U -Factor and SHGC shall be the manufacturer's NFRC product rating, which includes the glazing and frame, or shall be the default value per Section C303.1.3. Note 15 - List all above -grade Group R mass walls and steel frame walls in Group R Walls section. List commercial above grade walls and all other Group R above grade walls in Opaque Walls - Above Grade. Note 16 - Refrigerated Coolers - All cooler roof, wall and door assemblies shall comply with the prescriptive R -values or U -factors per C410. Enter proposed information under the most similar assembly type. Slab edge insulation for slab -on -grade floors shall comply with C402. Floors that separate a cooler from a non -cooler space (unconditioned and conditioned) shall be insulated per C402. Vertical fenestration (not within cooler doors) shall comply with the prescriptive R -values or U -factors per C402. Enter only the opaque portion of refrigerated space doors. Windows within doors and reach -in display case doors shall comply with C410 prescriptive requirements.. Note 17 - Refrigerated Freezers - All freezer roof, wall and door assemblies shall comply with the prescriptive R -values or U -factors per C410. Enter proposed information under the most similar assembly type. Freezer floor insulation shall comply with C410. Insulation is required under the entire freezer floor. If the freezer floor assembly rests on top of a standard floor, the vertical edge of the freezer floor shall be entered as and comply with the requirements for a freezer wall. If freezer floor insulation is installed as integral to or applied underneath a slab -on -grade or exposed floor, this floor shall be thermally broken from the surrounding floor area with the same amount of insulation as required for a VISER ENGINEERING ...REViEVVEL; CODE COMPLIANCE APPROVED AUG 2 8 2018 1. 1 City of Tukwila BUILDING DIVISION STRUCTURAL CALCULATIONS Project: Starfire Sports Athletic Center Ground Floor Improvements 14800 Starfire Way Tukwila, WA 98188 Project No.: 17-048 Client: Jackson Main Architecture 311 First Avenue South Seattle , WA By: Allen Tucker, P.E., S.E. Date: July 19, 2018 b180.z3 1 RECEIVED CITY OF TUKWILA JUL 25 2018 PERMIT CENTER USGS Design Maps Summary Report User -Specified Input Report Title Starfire Sports Thu July 19, 2018 18:43:28 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.47004°N, 122.24919°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output SS = 1.461 g S1 = 0.545 g SMS = 1.461 g SM1 = 0.818 g Sos = 0.974 g SD1 = 0.545 g For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1h3 141 133 1.3) ins 0.911 2 0.73 NICER Response Spectrum 0.31 0.4n nln 050 1l',1 1.3) 130 110 1Iv, Period, T (sec) 2f.) 1.10 11'l1 0.90 0J7) 030 01f) 041 0,3" 030 0.31 0.10 Design Response Spectrum 1111 0.3) n,y:) 010 0R] 11.1 1.31 1.40 110 1110 Period, T (sec) 201 Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. Visser Engineering SHEET OF 32001 32nd Avenue South, Suite 320 FEDERAL WAY, WA. 98001 ASCE 7-10 Wind Loads per ASCE 7-10- Chapter 30 - Components & Cladding - h 5 60'-0" Input Cells = Project Number: Project Name: Location: 17-048 Starfire Ground Floor Improvement Tukwila, WA Design By: AT Program Limitations: 1. Building must be a low-rise building or 2. Building mean roof height does not exceed 60 feet. 3. Building is enclosed or partially enclosed. BUILDING AND SITE INFORMATION INPUT Building width, B = 186.5 ft Building length, L = 294 ft Building eave height, h, = 40 ft Building ridge height, hr = 54.75 ft Height of parapet, h. = 40 ft Roof slope, s = 1.90 in./k. = 9 degrees Is roof a gable or hip = Gable Risk Category = II Wind velocity, V = 115 mi/hr = 89 mi/hr (ASD) Exposure = B Topographic factor, tc, = 1 Wind directionality factor, Kd = 0.85 Bldg intemal pressure condition = Enclosed Wall Effective Wind Area, EWA = 100 ft2 Roof Effective Wind Area, EWA = 100 ft2 OUTPUT Mean roof height, h = 40 ft a= 16 ft Internal Pressure Coeffs, GC., = 0.18 -0.18 Pressure exposure coeff, Kh = 0.76 Velocity pressure, qh = 21.87 psf COMPONENTS AND CLADDING (C&C) p = gh[(GCo) - (GC.,)] (Ib/ft2) Wind Pressures for Walls with h S 60' 'Note: Design wind pressures shall not be less than a net pressure of 16psf (ult) acting in either direction normal to the surface. Wind Pressures Actino Toward Surface Bldg Surface 4 & 5 = 20.1 psf (LRFD) = 12.1 psf (ASD) Wind Pressures Actino Away From Surface Bldg Surface 4 = -22.1 psf (LRFD) = -13.3 psf (ASD) Bldg Surface 5 = -24.5 psf (LRFD) = -14.7 psf (ASD) ASCE7-10 Wind Loads Low Rise.xisx C&C Visser Engineering SHEET OF 32001 32nd Avenue South, Suite 320 FEDERAL WAY, WA. 98001 Wind Pressures for Roofs (gable roofs. & hip roofs) with h 5 60' •Note: Design wind pressures shall not be less than a net pressure of 16psf (ult) acting in either direction normal to the surface. Wind Pressures Actino Toward Surface Roof Surface 1, 2 & 3 = 10.5 psf (LRFD) = 6.3 psf (ASD) Wind Pressures Actino Awav From Surface Roof Surface 1 = -21.4 psf (LRFD) = -12.8 psf (ASD) Roof Surface 2 = -30.2 psf (LRFD) = -18.1 psf (ASD) Roof Surface 3 = -47.7 psf (LRFD) = -28.6 psf (ASD) Wind Pressures Actino Awav From Surface (Overhang) Roof Surface 1 = N.A. psf (LRFD) Roof Surface 2 = -48.1 psf (LRFD) = -28.9 psf (ASD) Roof Surface 3 = -54.7 psf (LRFD) = -32.8 psf (ASD) tal- .1 101- ODd C3 00 0 0 0;0 ao0 Gable Roof !ia 0;0 o a 0 Wind Pressures for Parapets (gable roofs. & hip roofs) with h 5 60' *Note: Design wind pressures shall not be less than a net pressure of 16psf (uft) acting in either direction normal to the surface. pp = q [(GCp) - (GCpi)) (Ib/ft2) Velocity pressure, qp = 21.87 psf Parapet Load Case A Wind Toad © comer, pp = 59.9 psf (LRFD) = 35.9 psf (ASD) Wind load not © comer, pp = 42.4 psf (LRFD) = 25.4 psf (ASD) Parapet Load Case B Wind toad @ comer, pp = 36.8 psf (LRFD) = 22.1 psf (ASD) Wind load not CO comer, pp = 34.4 psf (LRFD) = 20.6 psf (ASD) Windward parapet Leeward parapet Load Case A Load Case 13 Ftp 304-1 Fede Wet —1 Roetw _0 Zone434 ► --► IS Fe Fp 9041 _4.934.2A -2C Pastes Wei —► —►'"p' 'Wat kraus.446485 ---► 0- Eone213 —0. —* —► # .--0. Mitt t T 1 1 ti ► Top of parapet Fo 3041 —11. t4netns Wee — Presume ►Zone435 —4 ► —4 —4 -4 — 4 —► 4 ASCE7-10 Wind Loads Low Rise.tdsx C&C Project # :- Project name :- VISSER ENGINEERING 32001 32ND AVENUE SOUTH, SUITE 320 FEDERAL WAY, WA. 98001 17-048 Starfire Sports Athletic Center CMU CANTILEVERED SCREENWALL WIND & SEISMIC DESIGN (with Slab on (overturning resisted by the slab -on -grade, dead load, friction and passive pressure) 2009 IBC/ASCE 7-05/ACI 530.08 Input Outer Masonry (ASD) 1350 ksi Sec. 1.8.2.2.1 29000 ksi Sec.1.8.2.1 21.481 =Es/Em (2on+(on)2 )1/2 -on 1-k/3 24 ksi 500 psi 0.039 ksi Is the wall a Building or Site wall? Wall height (above slab) = Wall length = fm = Fy = 51 = Sds = Sd1 = ip = Seismic Design Category = Is wall solid grouted ? ( Y or N ) Wind speed = Exposure = Iw = Kzt = Kd = Vertical load @ top of wall = Horizontal load @ top of wall = Horizontal load @ top of wall = CMU nominal thickness = CMU weight (Wp) = Reinforcing size # = CMU d = Footing bury (T.O.F.)= Weight of sal on footing = Footing concrete fc = Footing thickness = Footing "width" = Friction Coefficient f = Passive pressure allowable = Neglect sal top Roof slope = Roof Eave Height = Building is enclosed Seismic 0.228* Wp = 17.75 psf working Horizontal load Wind 24.22 psf 1/ I( Building 8.67 ft. 20.00 ft. 1500 psi 60 ksi 0.545 0.974 0.545 1.00 D N 115 mph B 1.00 1.00 0.85 O plf 0 plf 0 Of 8 In. 78 psf #5 3.81 in. 0.67 ft. 145 pcf 3000 psi 14.00 in. 2.50 ft. 0.25 150 pcf 0.00 ft. 0.25 in./ft. 40.00 ft. Em=900* fm = Es = n= k= j= Fs = fm = Fv= Sec. 9.4.1 (Eq. 9.4.1.2.5-1) (Eq. 9.4.1.2.5-2) Sec.9.6.1.5 Tbls. 1616.3(1)8(2) Sec. 2.3.2.1 Sec. 2.3.3.2.2 Eq. (2-26) (for shear) Seismic - ASCE 7-05 Sec. 13.3.1 ap/Rp = 0.4 z/h = 0 Tbl. 6-1 Fpu max. = 1.6*Sds*Ip*Wp = 1.56 Wp (Eq. 6-3) Fpu min. = 0.3*Sds*Ip*Wp = 0.3 Wp Tbl. 6-4 Fpu calc. = 0.4*ap*Sds*Ip*(1+2z/h)*Wp/Rp Fpu calc. = 0.156 * Wp (Wind) Fpu dsn. = 0.3 *Wp (Seismic fpu) Fp dsn. = 0.21 *Wp Fp dsn. = 16.380 psf ASD Mu = 0.3 *Wp*h*h/2*Ph*h (USD) Mu = 0.880 k-ft./ft. U.S.D. M = 0.616 k-ft./ft. A.S.D. V = 0.143 klf A.S.D. (for passive) height = 8.67 ft. As = 0.02 sq.in./ft. WIND - ASCE 7-05 Sec. 6.5.12.4.1 qh = 0.00256*Kz*Kzt*Kd*VA2*Iw Kz = 0.76 Table 6-3 qh = 21.89 Eq. (6-15) GCpf = 0.837 Fig. 6-11A GCpf= -0.927 Fig. 6-11A GCpi = 0.1800 Fig. 6-5 qw = 24.22 psf M = 1.001 k-ft./ft. V = 0.210 kif Controlling loads M= 1.001 k-ft./ft. V = 0.210 kilt. SHEET OF REV. 01/06/12 I B.O.F. 22 In. below grade Grade lateral supporta DESIGN LOADS Seismic :- Cs = 0.21 ASD Wind = 115 mph Exposure B and lw =1 }ACI 530-08 Tbl. 13.5-1 Sec. 13.3.1 (Eq. 13.3-2) max. (Eq. 13.3-3) min. (Eq. 13.3-1) calculated (Eq. 13.3-1) calculated (controls design of wall U.S.D.) (controls working A.S.D.) =0.7 *Fpu Vertical loads P vertical = 0 plf P wall = 729 plf Inc. to T.O.F.) P sal = 178 plf (above ftg.) P ftg. = 438 plf Sum P = 1344 plf @ B.O.F. (stem @ Slab on Grade) (stem @ Slab on Grade) M allow.= 1.179 k-ft.Ht. (Max.,limit in stem, If relnf. @ 16" o/c) Wall tied to Slab on Grade Bury = 8 in. Ftg. =14 in. Thick Footing "width" 2.5 ft. centered on wall Wall Stem Reinforcing (use # 5 @ 24 in. o/c at wall centerline NOTE:- For the 2.5 foot wide footing input above:- 1.) bove:1.) The wall is stable against overturning 2.) The max. soil bearing "qs" is 3.) Provide transverse B.O.F. reinforcing As = 0.02sq. in./ ft. 4.) Footing shear checks O.K. w/o shear reinforcing 5.) Checked for both DL & .6 DL in combination with lateral 1.015 09 IBC CMU w. SOG Page 1 1075 O.K. F.S.>1 Psf 7/20/2018 Starfire Wallidsx NOTICE TO OWNER IMPORTANT: READ BOTH SIDES OF THIS NOTICE CAREFULLY. PROTECT YOURSELF FROM PAYING TWICE. Date: April 30, 2019 To: CITY OF TUKWILA, 6200 SOUTHCENTER BLVD., TUKWILA, WA 98188 STARFIRE SPORTS, 14800 STARFIRE WAY, TUKWILA, WA 98188 From: STONEWAY ELECTRIC SUPPLY CO. RE: STARFIRE SPORTS COMPLEX, 14800 STARFIRE WAY, SEATTLE, WASHINGTON AT THE REQUEST OF (Materials/services ordered by): INFINITY CONSULTING 2915 184TH AVE. E, LAKE TAPPS, WA 98391 THIS IS NOT A LIEN: this is sent to you to tell you who is providing professional services, materials, or equipment for the improvement of your property and to advise you of the rights of these persons and your responsibilities. Also take note that laborers on your project may claim a lien without sending you a notice. OWNER/OCCUPIER OF EXISTING RESIDENTIAL PROPERTY Under Washington law, those who furnish labor, professional services, materials or equipment for the repair, remodel, or alteration of your owner -occupied principal residence and who are not paid, have the right to enforce their claim for payment against your property. This claim is known as a construction lien. The law limits the amount that a lien claimant can claim against your property for Professional Services, Materials and Equipment. Claims may only be made against that portion of the contract price you have not paid to your prime contractor as of the time this notice was given to you or three days after this notice was mailed to you. Review the back of this notice for more information and ways to avoid lien claims. COMMERCIAL AND/OR NEW RESIDENTIAL PROPERTY We have or will be providing professional services, materials or equipment for the improvement of your commercial or new residential project. In the event you or your contractor fail to pay us, we may file a lien against your property. A lien may be claimed for all professional services, materials or equipment furnished after a date that is sixty days before this notice was mailed to you, unless the improvement to your property is the construction of a new single-family residence, then ten days before this notice was mailed to you. Sender: STONEWAY ELECTRIC SUPPLY CO. Address: P.O. BOX 4037 SPOKANE, WA 99220 Phone: (425) 814-6405 Brief description of professional services, materials or equipment provided or to be provided: ELECTRICAL &/OR RELATED MATERIAL ** IMPORTANT INFORMATION ON REVERSE SIDE ** CC: INFINITY CONSULTING REDHAWK CONSTRUCTION, INC. ATTN: JOE WAKEFIELD Order #19-041931, dated April 26, 2019 318- N3 KW IMPORTANT INFORMATION FOR YOUR PROTECTION This notice is sent to inform you that we have or will provide professional services, materials, or equipment for the improvement of your property. We expect to be paid by the person who ordered our services, but if we are not paid, we have the right to enforce our claim by filing a construction lien against your property. LEARN more about the lien laws and the meaning of this notice by discussing them with your contractor, suppliers, Department of Labor and Industries, the firm sending you this notice, your lender or your attorney. COMMON METHODS TO AVOID CONSTRUCTION LIENS: There are several methods available to protect your property from construction liens. The following are two of the more commonly used methods. DUAL PAYCHECKS (Joint Checks): When paying your contractor for services or materials, you may make checks payable jointly to the contractor and the firm furnishing you this notice. LIEN RELEASES:You may require your contractor to provide lien releases signed by all of the suppliers and subcontractors from whom you have received this notice. If they cannot obtain lien releases because you have not paid them, you may use the dual payee check method to protect yourself. YOU SHOULD TAKE APPROPRIATE STEPS TO PROTECT YOUR PROPERTY FROM LIENS. YOUR PRIME CONTRACTOR AND YOUR CONSTRUCTION LENDER ARE REQUIRED BY LAW TO GIVE YOU WRITTEN INFORMATION ABOUT LIEN CLAIMS. IF YOU HAVE NOT RECEIVED IT, ASK THEM FOR IT. LIEN RESEARCH CORP PO BOX 3409 ARLINGTON WA 98223 i 11 1 1 USPS CERTIFIED MAILTM' i i i 1 H 19-041931 STONEWAY 9207 1901 5776 8501 4502 58 0 0 I CITY OF TUKWILA 6200 SOUTHCENTER BLVD. TUKWILA WA 98188 FEMA NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE AND INSTRUCTIONS 2019 EDITION OMB No. 1660-0008 Expiration Date: November 30, 2022 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE AND INSTRUCTIONS Paperwork Reduction Act Notice Public reporting burden for this data collection is estimated to average 3.75 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and submitting this form. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to: Information Collections Management, Department of Homeland Security, Federal Emergency Management Agency, 500 C Street SW, Washington, DC 20742, Paperwork Reduction Project (1660-0008). NOTE: Do not send your completed form to this address. Privacy Act Statement Authority: Title 44 CFR § 61.7 and 61.8. Principal Purpose(s): This information is being collected for the primary purpose of estimating the risk premium rates necessary to provide flood insurance for new or substantially improved structures in designated Special Flood Hazard Areas. Routine Use(s): The information on this form may be disclosed as generally permitted under 5 U.S.C. § 552a(b) of the Privacy Act of 1974, as amended. This includes using this information as necessary and authorized by the routine uses published in DHS/ FEMA -003 — National Flood Insurance Program Files System or Records Notice 73 Fed. Reg. 77747 (December 19, 2008); DHS/ FEMA/NFIP/LOMA-1 — National Flood Insurance Program (NFIP) Letter of Map Amendment (LOMA) System of Records Notice 71 Fed. Reg. 7990 (February 15, 2006); and upon written request, written consent, by agreement, or as required by law. Disclosure: The disclosure of information on this form is voluntary; however, failure to provide the information requested may result in the inability to obtain flood insurance through the National Flood Insurance Program or the applicant may be subject to higher premium rates for flood insurance. Information will only be released as permitted by law. Purpose of the Elevation Certificate The Elevation Certificate is an important administrative tool of the National Flood Insurance Program (NFIP). It is to be used to provide elevation information necessary to ensure compliance with community floodplain management ordinances, to determine the proper insurance premium rate, and to support a request for a Letter of Map Amendment (LOMA) or Letter of Map Revision based on fill (LOMR-F). The Elevation Certificate is required in order to properly rate Post -FIRM buildings, which are buildings constructed after publication of the Flood Insurance Rate Map (FIRM), located in flood insurance Zones A1—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, and AR/AO. The Elevation Certificate is not required for Pre -FIRM buildings unless the building is being rated under the optional Post -FIRM flood insurance rules. As part of the agreement for making flood insurance available in a community, the NFIP requires the community to adopt floodplain management regulations that specify minimum requirements for reducing flood losses. One such requirement is for the community to obtain the elevation of the lowest floor (including basement) of all new and substantially improved buildings, and maintain a record of such information. The Elevation Certificate provides a way for a community to document compliance with the community's floodplain management ordinance. Use of this certificate does not provide a waiver of the flood insurance purchase requirement. Only a LOMA or LOMR-F from the Federal Emergency Management Agency (FEMA) can amend the FIRM and remove the Federal mandate for a lending institution to require the purchase of flood insurance. However, the lending institution has the option of requiring flood insurance even if a LOMA/LOMR-F has been issued by FEMA. The Elevation Certificate may be used to support a LOMA or LOMR-F request. Lowest floor and lowest adjacent grade elevations certified by a surveyor or engineer will be required if the certificate is used to support a LOMA or LOMR-F request. A LOMA or LOMR-F request must be submitted with either a completed FEMA MT -EZ or MT -1 package, whichever is appropriate. This certificate is used only to certify building elevations. A separate certificate is required for floodproofing. Under the NFIP, non- residential buildings can be floodproofed up to or above the Base Flood Elevation (BFE). A floodproofed building is a building that has been designed and constructed to be watertight (substantially impermeable to floodwaters) below the BFE. Floodproofing of residential buildings is not permitted under the NFIP unless FEMA has granted the community an exception for residential floodproofed basements. The community must adopt standards for design and construction of floodproofed basements before FEMA will grant a basement exception. For both floodproofed non-residential buildings and residential floodproofed basements in communities that have been granted an exception by FEMA, a floodproofing certificate is required. Additional guidance can be found in FEMA Publication 467-1, Floodplain Management Bulletin: Elevation Certificate, available on FEMA's website at https://www.fema.gov/media-library/assets/documents/3539?id=1727. FEMA Form 086-0-33 (12/19) Replaces all previous editions. F-053 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. OMB No. 1660-0008 Expiration Date: November 30, 2022 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number: City State ZIP Code A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A4. Building Use (e.g., A5. Latitude/Longitude: A6. Attach at least A7. Building Diagram A8. For a building a) Square footage b) Number of permanent c) Total net area d) Engineered A9. For a building with a) Square footage b) Number of permanent c) Total net area d) Engineered Residential, Non -Residential, Addition, Accessory, etc.) Lat. Long. Horizontal Datum: insurance. above ❑ NAD 1927 adjacent grade grade ❑ NAD 1983 2 photographs Number with a crawlspace of crawlspace flood of flood openings flood openings? an attached of attached flood of flood openings flood openings? of the building if the Certificate is being used to obtain flood sq ft or enclosure(s): or enclosure(s) openings in the crawlspace in A8.b or enclosure(s) sq in within 1.0 foot foot above adjacent in ❑ Yes ❑ No garage: garage sq ft openings in the attached garage within 1.0 in A9.b sq ❑ Yes ❑ No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel Effective/ Revised Date B8. Flood Zone(s) B9. Base Flood E evation(s) (Zone AO, use Base Flood Depth) B10. Indicate the source ❑ FIS Profile B11. Indicate elevation B12. Is the building Designation of the Base Flood Elevation ❑ FIRM ❑ Community Determined datum used for BFE in Item B9: located in a Coastal Barrier Resources Date: ❑ (BFE) data or base flood ❑ Other/Source: ❑ NGVD 1929 System (CBRS) CBRS ❑ OPA depth entered in Item B9: ❑ NAVD 1988 ❑ Other/Source: area or Otherwise Protected Area (OPA)? ❑ Yes ■ No FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones A1—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/A0. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: Vertical Datum: Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) ❑ feet ❑ meters b) Top of the next higher floor ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) ❑ feet ❑ meters d) Attached garage (top of slab) ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building feet meters (Describe type of equipment and location in Comments) ❑ ❑ f) Lowest adjacent (finished) grade next to building (LAG) ❑ feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) ❑ feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support ❑ feet ❑ meters SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑ Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number Place Seal Here Title Company Name Address City State ZIP Code Signature Date Telephone Ext. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters LOMA or LOMR-F request, used. In Puerto Rico only, the elevation is above or below ❑ above or ❑ below the HAG. ❑ above or ❑ below the LAG. 9 (see pages 1-2 of Instructions), ❑ above or ❑ below the HAG. ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters E3. Attached garage (top of slab) is ❑ feet ❑ meters E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters • above or ❑ below the HAG. with the community's certify this information in Section G. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2Q22 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ G8. Elevation of as -built lowest floor (including of the building: G9. BFE or (in Zone AO) depth of flooding at the G10. Community's design flood elevation: New Construction ❑ Substantial Improvement basement) ❑ feet ❑ feet ❑ feet ❑ meters Datum building site: ❑ meters Datum ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 4 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS See Instructions for Item A6. OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View' ; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Photo One Photo One Photo One Caption ; Clear Photo One Photo Two Photo Two Photo Two Caption Clear Photo Two FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 5 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS Continuation Page OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View' ; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Photo Three • Photo Three Photo Three Caption Clear Photo Three Photo Four Photo Four Photo Four Caption Clear Photo Four FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 6 of 6 Bill Rambo From: Jerry Hight Sent: Monday, August 10, 2020 1:50 PM To: Rachelle Ripley; Bill Rambo Cc: David Cline; Brandon Miles; Minnie Dhaliwal Subject: Re: Starfire Permit, D18-0231, Fee Charged Please remove this fee for Starfire, see below. If you have any questions, please call me. Thank you Jerry E. Hight MCP Building Official City of Tukwila From: Brandon Miles <Brandon.Miles@TukwilaWA.gov> Sent: Monday, August 10, 2020 11:43 AM To: Jerry Hight <Jerry.Hight@TukwilaWA.gov>; Minnie Dhaliwal <Minnie.Dhaliwal@TukwilaWA.gov> Cc: David Cline <David.Cline@TukwilaWA.gov> Subject: Starfire Permit, D18-0231, Fee Charged Jerry and Minnie - It looks like the permit revision for Starfire Sports for the flood work to building is ready for issuance. We are showing a balance due of $170.00. As you may recall, we discussed this in length and agreed that no fee would be due on this revision. Can you take care of removing the fee? As background, the City missed this work and had Starfire known they would have included it in their original scope of work, thus avoid an additional fee charge. Missing it is on us, so we should be waiving the fee. Brandon Brandon J. Miles Business Relations Manager' City of Tukwila 6200 Southcenter Blvd 1 Tukwila, WA 98188 office: (206) 431-3684 cell: (206) 731-9071 Brandon.Miles@Tukwilawa.gov1 www.tukwilawa.gov Tvt1(wila 1 RECEIVED CITY OF TUKWILA AUG 1 U 2020 PERMIT CENTER 12/2/2018 City of Tukwila Department of Community Development JEFF KO 311 FIRST AVE SEATTLE, WA 98104 RE: Permit Application No. D18-0231 STARFIRE SPORTS 14800 STARFIRE WAY Dear JEFF KO, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 7/25/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 1/25/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Rachelle Ripley Permit Technician File No: D18-0231 6300 Southcenter Boulevard Suite 11100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0231 PROJECT NAME: Starfire Sports DATE: 01/05/2021 SITE ADDRESS: 14800 Starfire Way Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 2 after Permit Issued DEPARTMENTS: '0‘ A-0(X)1ill (a� Building Division Public Works ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 01/07/21 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 03/04/21 ❑ Approved with Conditions ❑ ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Fire Fees Apply Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 C d PLAN RA'W7RNTING SLIP PERMIT NUMBER: D18-0231 DATE: 7/22/20 PROJECT NAME: STARFIRE SPORTS SITE ADDRESS: 14800 STARFIRE WAY COMPLEX Original Plan Submittal Response to Correction Letter # _ Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: Building Division �1S c 8'3-9020 Public Works AAA- Fire Prevention Structural tit -369-o 12.-iiiso Planning Division Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 7/23/20 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 9/17/20 ❑ Approved with Conditions 2 ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Fire Fees Apply ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 CPEiiMiT COORD COPYd PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0231 DATE: 07/25/18 PROJECT NAME: STARFIRE SPORTS SITE ADDRESS: 14800 STARFIRE WAY X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: AT AWC -73H0 Building Division 112 L(1( Public Works kit ICWO (1'l (t 1 /e Aft 113-3 Fire Prevention Planning Division Structural nPermit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 07/26/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required Denied (ie: Zoning Issues) Approved with Conditions (corrections entered in Reviews) DUE DATE: 08/23/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1/5/2021 Plan Check/Permit Number: D18-0231 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # • Revision # 2 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Starfire Sports RECEIVED CITY OF TUKWIL„ DEC 05 .Z2i PERMIT CENTER Project Address: 14800 Starfire Way Contact Person: Jason Arinaza Phone Number: (360)929-9722 Summary of Revision: Added metal -framed walls along CMU walls per owner request. Revision contains possible wall locations per owner's request, along with details for metal framing size & spacing. Sheet Number(s): A2.00 & A8.00 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 0/ /b31)401) \applications\fonns-applications on line\revision submittal Created: 8-13-2004 Revised: 7-2010 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: July 1, 2020 Plan Check/Permit Number: D18-0231 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # before Permit is Issued ❑ Revision # after Peiinit is Issued • Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Starfire Sports Lower Level TI RECEIVED CITY OF TUKWILA JUL 2 2 [i+ PERMIT CENTER Project Address: 14800 Starfire Way Complex Contact Person: Gregg Percich Phone Number: 206-324-4800 Summary of Revision: It is best to reach us by email. Gregg.percich@jacksonmain.com During final inspection it was determined that flood venting was needed. We have been working with Ryan Larson regarding the requirements and placement of the flood vents. We have submitted and he has approved the current layout of new venting. Our drawings show all location of venting and they have been clouded with a revision tag 4. We are also including the "Smart Vent" wet floodproofing product schedule for your use. The structure detail for the new openings is on sheet 11 detail 18 As I understand it, the building has been finaled and approved other than the floodvents, that is all that needs to be addressed with this revision. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision//� , ,' Received at the City of Tukwila Permit Center by: dt fes"'", " ® Entered in TRAKiT on 1 F:\I. Projects\2016\16100 Starfire Ground Floor \l-Documentation\3-Permitting\4. Flood vents revisions\Revision Submittal Form.doc Revised: August 2019 C I ome Espanol Contact Safety & Health Claims & Insurance . Cill) Washington State Department of Labor & Industries Search L&I A -L index Heim iViv Led Workplace Rights Trade$ & Licensing REDHAWK GROUP LLC Owner or tradesperson Principals KLIMEK, STEVEN Michael, PARTNER/MEMBER GRAHAM, JOHN C, PARTNER/MEMBER KLIMEK, STEVEN Michael, AGENT Doing business as REDHAWK GROUP LLC WA UBI No. 602 241 438 950 N 72ND STREET STE 100 SEATTLE, WA 98103 206-282-3000 KING County Business type Limited Liability Company Governing persons JOHN C GRAHAM STEVE KLIMEK; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. REDHAGL940KP Effective — expiration 05/17/2006— 05/06/2019 Bond Western Surety Co Bond account no. 929525410 $12,000 00 Received by L&I Effective date 06/17/2011 06/20/2011 Expiration date Until Canceled Insurance Associated Industries Ins Co I $1,000,000.00 Policy no. AES1034343 Received by L&I Effective date 12/26/2018 12/31/2017 Expiration date 06/30/2019 Insurance history Help us improve Savings No savings accou. ts during the previous 6 ye ;_,,zriod. Lawsuits against tie bond or savings Cause no. 16-2-08337-4SEt. Complaint filed by)` AUTOMATED CCIIIMUNICATIONS CORP Complaint date 04/22/2016 f.. b Cause no. 15-2-28090-2SEA Complaint filed by R C PAINTING &?ONS INC Complaint date 12/01/2015 2. At Cause no. 13-2-37526-5SE4' Complaint filed by LEIGH CONST L:C Complaint date .s et 11/06/2013 Dismissed Complaint against bond(s) or savings 929525410 Complaint amount $14,859.52 Dismissed Complaint against bond(s) or savings 929525410 Complaint amount $42,145.70 Dismissed Complaint against bord(s) or savings 929525410 Complaint amount $6,181.29 L&I Tax debts s' No L&I tax debts a e recorded for this contractor license during the previous 6 year period, but some debts may be recorded 1 / other agencies. License Violationr No license violaticos during the previous 6 year period. Workers' c;.;mp Do you know if the usiness has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 046,409-00 0, Account is current. Doing business as9f REDHAWK GROU. LLC Estimated workers reported Quarter 4 of Year :.018 "31 to 50 Workers" L&I account Contac. T3 / STEPHANIE F =NDERSON (360)902-5598 - Email: HSTE235@Ini.wa.gov LPublic Woi :s Strikes and Debarments J Verify the contracts is eligible to perform work on public works projects. Contractor Strike No strikes have b 3n issued against this contractor. Contractors not s .,wed to. bid No debarments h re been issued against this contractor. [orkPIace safety and health Check for any past ,afety and health violations found on jobsites this business was responsible for. Inspection result. date 07/25/2018 Inspection no. 317949731 Location 5406 82nd St. S ' Lakewood, WA 3499 Violations Help us improve APPLICABLE CODES 2015 INTERNATIONAL BUILDING CODES W/ WASHINGTON AMENDMENTS 2015 INTERNATIONAL FIRE CODE 2015 WASHINGTON STATE ENERGY CODE TUKWILA MUNICIPAL CODE WASHINGTON STATE ENERGY CODE PRESCRIPTIVE PATH CLIMATE ZONE 4C SEMI -HEATED REQUIRED INSULATION VALUES: ROOF OPAQUE WALLS: CMU N/A - EXISTING FLOOR ABOVE (R-30) COMPLETE CORE FILLED WITH SPRAY FOAM INSULATION PER WSEC TABLE 402.1.3 OPAQUE DOORS: INSULATED MTL. U-.37 INSULATED MTL. WNISION PANEL U-.44 INSULATED ROLL -UP DOOR U-.36 SLAB -ON -GRADE R-10 FOR 24" BELOW VERTICAL GLAZING U-.80 PROVIDE OCCUPANCY SENSOR AT ALL LOCATIONS WHERE REQUIRED BY WSEC SECTION C405.2. PROVIDE AUTOMATIC CONTROLS TO TURN OFF LIGHTS DURING UNOCCUPIED HOURS AS REQUIRED BY WSEC SECTION C405.2. LIGHTING AND MECHANICAL DEFERRED TO DESIGN BUILD. SITE & BUILDING INFO TAXPAYER - TAX PARCEL NUMBER - PROJECT ADDRESS - ZONING - OVERLAY - BUILDING STATISTICS BUILDING HEIGHT - BUILDING AREA - CONSTRUCTION TYPE - CITY OF TUKWILA TUKWILA, WA 98168 232304-9001 14800 STARFIRE WAY TUKWILLA, WASHINGTON 98188 LDR NONE 58' EXISTING, NO CHANGE 84,074 EXISTING UBC TYPE II F.R., EQUIVALENT TO IBC TYPE IB EXISTING OCCUPANCY TYPE - A-2, A-3, 8, E3, M, (EXISTING. NO NEW OCCUPANCY TYPE) FULLY SPRINKLERED - YES, EXISTING AND NEW BUILDING AREAS EXISTING AREA LEVEL 1 - LEVEL 2 - LEVEL 3 - TOTAL EXISTING - 42,248 SF 24,670 SF 17,156 SF 84,074 SF AREA OF WORK (PROPOSED) LEVEL 1 - 13,502 SF TOTAL NEW + EXISTING = 97,576 SF OCCUPANT LOAD PER TABLE 1004.12 OF THE INTERNATIONAL BUILDING CODE FIRST FLOOR TENANT SPACE 1. STORAGE (S)@ 300 SF/OCCUPANT TOTAL: 31 OCCUPANTS STORAGE 001 STORAGE 002 STORAGE 003 STORAGE 007 3,294 SF : 11 OCCUPANTS 1,850 SF : 6 OCCUPANTS 4,002 SF : 13 OCCUPANTS 291 SF: 1 OCCUPANT 2. EXERCISE ROOM (A) @ 50 SF / OCCUPANT (FLEX SPACES) TOTAL: 82 OCCUPANTS FLEXSPACE 004 1,475 SF ENTRANCE 005 3915F FLEXSPACE 006 1,183 SF FLEXPPACE 008 1,016 SF TOTAL OCCUPANT LOAD = 113 TOTAL EXITS REQUIRED = 2 TOTAL EXITS PROVIDED = 3 OWNER: 30 OCCUPANTS 8 OCCUPANTS 24 OCCUPANTS 20 OCCUPANTS ARCHITECT: STARFIRE SPORTS 4800 STARFIRE WAY TUKWIIA WA 96188 PHONE: (306).13.2 AX CONTACT: BEN OLIVER SITE STARFIRE GROUND FLOOR 14800 STARFIRE WAY TUKWILA, WASHINGTON 98188 ISSUED FOR BUILDING PERMIT MONTH DAY, YEAR SITE PLAN JACKSON I MAIN ARCHITECTURE P.S. 3111ST AVE. S. SEATT., WA 06104 PHONE: (206)32E6600 FAX O.322 NITS CONTACT: GRECO PERCICH STRUCTURAL ENGINEER: VISSER ENGINEERING 3200133ND AVE SOUTH, SIE. 320 FEDERAL.. WA PHONE: 063)6.081 FAX; (253)83.613 CONTACT: ALIEN TUCKER PROJECT DESCRIPTION: PROJECT SCOPE: EXISTING AREA. NO WORK THIS PERMIT NEW ADDITION HATCHED AREA. THIS PERMIT FILE COb'Y Permit No. iq2� Plan review approval is seed to er,,are ci9 ccLT;ons. Approval of conelruction documents dcdo r,:i ddirrida the violation of any adopted coda or ordinardi.3.pca_;y of approved Field Copy and dio, By: Date: My of Tukwila BUILDING DIVISION ADDITION OF EXTERIOR WALL TO ENCLOSE EXISTING SPACE AND CREATE NEW FLEX ROOMS AND STORAGE SPACES. LEGAL DESCRIPTION: GL 1 & 2 IN SEC 23-23-4 ALSO POR GL 1 & 5 & LAKE IN SEC 24-23-4 LY W OF RAN OFG M&SP RY LESS RAN OF NP RY CO LESS C/M RGTS REVISIONS No changes ehan tv0 n;r)o tom=,cope i ofwork w!I' , Lr.o, enpmval of Tukwila Bui'ung Division NOTE: Ret'IZ. DaS Vdili rv.,•ar` a r-. r,on s!vrottal and Fay induda ad_3ional p'ianwrier:&vs GENERAL NOTES A. UNLESS OTHERWISE NOTED, ALL MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN SHALL CONFORM TO THE MOST RECENT BUILDING CODE. B. THESE ARCHITECTURAL NOTES ARE A SUPPLEMENT TO THE PROJECT SPECIFICATIONS. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES, AND ANY SITE CONDITIONS SHALL BE REPORTED IN A TIMELY MANNER AND IN WRITING TO THE ARCHITECT WHO SHALL CLARIFY ANY DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. C. CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS SHOWN ON DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. D. THE ARCHITECTURAL DRAWINGS REPRESENT THE DESIGN INTENT AND ARE NOT INTENDED TO INDICATE THE MEANS AND METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCING, AND SAFETY REQUIRED FOR THIS PROJECT. E. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE THE SAME TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS SUBJECT TO REVIEW BY THE ARCHITECT. F. ALL PRODUCTS AND MATERIALS BEING PROVIDED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. G. THESE DOCUMENTS CONTAIN NOTES THAT MAY APPLY GENERALLY TO ALL DESIGN ELEMENTS, SPECIFICALLY TO ONE SHEET, OR SPECIFICALLY TO ONE OR MORE DESIGN ELEMENTS. THE NOTES ARE NOT MERE GUIDELINES, THEY ARE PART AND PARCEL OF THE DESIGN. ANY WORK THAT IS PERFORMED THAT IS NOT IN COMPLIANCE WITH THE NOTES IS NOT IN COMPLIANCE WITH THE DESIGN AND IS SUBJECT TO REJECTION. ANY ALTERATION, MODIFICATION, DELETION, OR ADDITION TO THE NOTES BY WRITING, ACT OR FAILURE TO ACT, SHALL BE CARRIED OUT ONLY WITH THE PRIOR EXPRESS WRITTEN CONSENT AND APPROVAL OF THE ARCHITECT. TYPICAL SYMBOLS NUMBER REFERENCE GRID LINES LETTER vR SECTION OVERALL BUILDING SHEET SECTION LSECTION SHEET PARTIAL BUILDING SECTION WALL SECTION i— VIEW/ELEVATION 1 INTERIOR 4 2 ELEVATION REFERENCE VIEW SHEET VIEW SHEET EXTERIOR ELEVATION REFERENCE CALL OUT ARCHITECTURAL ABBREVIATIONS ABV ADA AFF AHJ ALUM ASTM BLDG BLK BLKG CL CLG CLR CMU COL CONC CONT CTR DBL DEMO DEPT DIA DIM DN DR DTL — CEL SHEET SHEET INDEX: Sheet Numbed Sheet Name GENE.__ �....__.- _.-___._........._..___ GENERAL G0.00 1COVER SHEET ARCHITECTURAL AO 01 ( DEMO/EGRESS PLAN - LEVEL 1 A2.00 FLOOR PLAN LEVEL 1 A3.00 RELECTED CEILING PLAN - LEVEL 1 A4.00 !EXTERIOR ELEVATIONS A5 00 ENLARGED FLOOR PLANS A501 ENLARGED FLOOR PLANS A6.00 i INTERIOR ELEVATIONS A7.00 SCHEDULES A8.00 DETAILS STRUCTURAL SO.1 GENERAL STRUCTURAL NOTES 51.0 1FOUNDATION PLAN S3.1 I CONCRETE DETAILS DETAIL REFERENCE NORTH ARROW ELEVATION 1oo'-rl r DATUM T PA PET TAAGUM NAME O -n LOTIOCA ELEVATIO DATUM LOCATION ROOM T 7 NAME 7�'-- ROOM NUMBER AREA -- PE TYPE 0 NUMBER OR LETTER NUMBER SPOT ELEVATIO N TAG (IN PLAN) ROOM TAG CENTER LINE DOOR TAG WINDOW / RELITE TAG KEYNOTE NUMBER FE STUDIO RN# : 1oiq OCC. R-2. AREn_:...-450 pLF _ � u2 CLOUD DEL TA WALL TAG REVISION TAG FIRE EXTINGUISHER EXIT LIGHTING EGRESS ARROW AND OCCUPANT LOAD EXITING EGRESS DIRECTION -PATH OF TRAVEL ROOM TAG/ OCCUPANT LOAD CALCULATOR SLOPE INDICATOR SLOPE ARROW B AK LINE REVISION CLOUD t 8-oz3 t NOTE ALL ABBREVIATIONS MAY NOT BE USED, ABBREVIATIONS MAY ABOVE AMERICANS WITH DISABILITIES ACT ABOVE FINISHED FLOOR AUTHORITIES(ITY) HAVING JURISDICTION ALUMINUM AMERICAN SOCIETY FOR TESTING AND MATERIALS BUILDING BLOCK BLOCKING CENTER LINE CEILING CLEARANCE CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUE(UOUS) CENTER DOUBLE DEMOLISHED) or DEMOLITION DEPARTMENT DIAMETER DIMENSION DOWN DOOR DETAIL DWG(S) DRAWING(S) E EAST EA ELEC EMER ENCL EQP EXT FE EEC FF FFE EACH ELECTRIC(AL) EMERGENCY ENCLOSURE EQUIPMENT EXTERIOR FIRE EXTINGUISHER & BRACKET FIRE EXTINGUISHER CABINET FINISHED FLOOR FINISHED FLOOR ELEVATION FIN FINISHED) FLR FLOORING) FND FOUND(ATION) FOC FACE OF CONCRETE FOF FOM FOS FOW FURR GA GYP HM HR HT HVAC BC CC FC MC PC N NSUL NT MAINT MANF MAIL MAX MECH MEMB MEP MIN MISC MTL MULL N N/A NTS FACE OF FINISH FACE OF MASONRY FACE OF STUD or FACE OF STEEL FACE OF WALL FURRING GAUGE GYPSUM HOLLOW METAL HOUR HEIGHT HEATING, VENTILATING, AIR CONDITIONING NTERNATIONAL BUILDING CODE NTERNATIONAL CODE COUNCIL NTERNATIONAL FIRE CODE NTERNATIONAL MECHANICAL CODE NTERNATIONAL PLUMBING CODE NCH NSULATE(D) or INSULATION NTERIOR or INTERSECTION MAINTENANCE MANUFACTURE(R) or(D) MATERIAL MAXIMUM MECHANIC(AL) MEMBRANE MECHANICAL, ELECTRICAL, & PLUMBING MINIMUM or MINUTE MISCELLANEOUS METAL MULLION NORTH NOT APPLICABLE or NOT AVAILABLE NOT TO SCALE BE USED IN CONJUNCTION WITH EACH OTHER OC ON CENTER OL OCCUPANT LOAD OLF OCCUPANT LOAD FACTOR OPP (OPPOSITE OH OVERHEAD jPL PROPERTY LINE or PLATE ( PLWD PLYWOOD PROP PROPERTY PT PRESSURE TREATED QTY QUANTITY RCP REFLECTED CEILING PLAI4,EVIEWED FOR REINF REINFORCE(D) or(ING) CODE COMPLIANCE RM ROOM APPROVED RO ROUGH OPENING n ' ROW RIGHT OF WAY S SOUTH SF SQUARE FEET (FOOT) SIM SIMILAR SPEC SPECIFICATION(S) STC SOUND TRANSMISSION CLASSIFICATION STD STANDARD STOR STORAGE STRUC STRUCTURE SUB SUBSTITUTION SUPP TEMP THK TO TYP UTIL VB VERT W W/ WD W/O WPM WRB WT AUG 28 2010 ty of BUILDING DIVISION SUPPLEMENT or SUPPLY(ER) TEMPORARY or TEMPERATURE THICK(NESS) TOP OF RECEIVED TYPICAL CITY OF TUKWILA UTILITIES JUL 25 2018 VAPOR BARRIER VERTICAL PERMIT CENTER WEST,or WIDTH or WIDE WITH WOOD WITHOUT WATERPROOFING MEMBRANE WEATHER RESISTANT BARRIER WEIGHT JACKSON I MAIN ARCHITECTURE all FIRST AVENUE SOUTH SEATTLE WA 98104 1206.324.4800 W W W JACKSONMAIN.COM STARFIRE SPORTS BEN OLIVER U_ 1- LLJ J 2 fY 0 0_ LU IX I— QZ F— W U)O co cw Z 0 >- 0 z cc uJ c F Ooo o PROJECT NO.: 16100 PROJECTMGR.: JK DRAWN EEC JK CHECKED B. GP COVER SHEET G0.00 EXISTING PLAN - LEVEL 1 EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2-1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electncal system shelf automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Eire command centers, 3. Fire pump rooms, 4. Generator rooms, 6. Pbl dooms with an a. greater than 300 square feet The emergency power system shall provide power for a dUrafiCin or net (S.'than 00 minut. and shall consist of Storge trattorias, It eq p.. or an:on31tegenerate, underIllumination level facilites shall be arrangd t P emergency initias illumination Mat is not less than an average of 1 footaandle and a minimum at any point of 0-1 foctcandle measured along the path of egress di' at floorlevel. Illiirninalion levels shall be permitted to decline to 06 footeonfootandi at the snnd of ale emergency at.any point of 00n e90loht gametl40 to shall 01900 exceeded Magnetic.unlromnty ratio q[a0 to:1 l; shall net be ¢xceedetl AREA: 4,219 SF O.LF: 300(S) O.L: 14 OCCUPANTS MIN WIDTH REQ. 2.8" WIDTH PROVIDED 72" STORAGE 001 I 3198 SF 11 0CC. STORAGE 002 1661 SF 6 OCC. STORAGE 13 OCC AREA: 4,927 SF O.L.F: 300(S) 01: 16 OCCUPANTS MIN WIDTH REQ, 3.2" WIDTH PROVIDED 36" EGRESS P AREA: 3,340 SF O.L.F: 300(S) & 50(A) 0.L: 71 OCCUPANTS MIN WIDTH REQ. 14.2" WIDTH PROVIDED 72" \ EXISTING SOCCER FIELD AREA EXITING IS UNAFFECTED BY THE ADDITION OF NEW EXITS. ALL EXISTING EXITS ARE COMPLIANT WITH THE ADDITION, OF THE NEW AREAS AND NEW EXITS. FLEX: ENTRANCE SPACE 1006 I 4_ - 4_�-4-+- EOSTING AREA STORAGE 1007I 291 SF 1 OCC. 008 1016 SF 20 OCC. AREA: 1,016 SF I \ O.LF: 50(A) OIL20 OCCUPANTSI MIN WIDTH REQ.4" WIDTH PROVIDED 36" OCCUPANT LOAD PER 2015 IBC TABLE 1004.1.2 EXERCISE ROOM (A) OCCUPANT LOAD = 1/50 SF STORAGE (S) OCCUPANT LOAD =1/300 SF NOTE: EXISTING AREAS COMPLY WITH EXISTING EGRESS AND EXITS. ADDITION OF NEW EXITS ONLY PROVIDES ADDITIONAL EGRESS POINTS, THEREFORE EXISTING AREAS STILL COMPLY WITH REQUIRED EGRESS CODE. 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be ,lluminated at all hmes that the room or space is occupied; illumination level shall be not less than 1 10010andle at Me Walkng...dace. The power supply for means of egress illumination shall normally be provided by the premises' elecMcal supply, In 010 event of power supply failure in rooms and spaces lust lectrical require halt automatpAY of egress, all of emergency following s. 1. Aisles 2. vent of power r supply ppyccess stamays d ramps In Me evert of power supply failure in buildings that require two or automatically of egress, an emergency awing alsystem shall au exit access illuminate all of the following areas: 1. Interior exit acre s sa6 ramps, and ramps. 2. lntedar and exteVesibu exisa sie lOf di & e,5.3. Exit passagewalandings and areas a. usdfore aN1000arge, discharge, S: Exterior lantl ngssnd3reas usedrorexd discharge, LEGEND NEW MING .e... DEMO 4 DIRECTION OF EGRESS EXIT SEPARATION TABLE err SEPARATION BUILDING 363'310 319'3116 1007..1.1 NOTE, EXR SEPARATION IS NOT ALLOWED TO 6E11.TR. 112(5096)0f THE DIAGONAL DISTANCE SRC 1007.1.1 WO USING SPRINKLER EXEMPTION KEYNOTES: TRAVEL DISTANCE TABLE - -------- - E I01.02 IEXSSTING WALL TO BE DEMOLISHED NOTES: 1. MAXIMUM DISTANCES ARE RASED ON RC TABLE 101 T2 (8.13 5.2 W RH SPRINKLERS) 2. OCCUPANT LOAD FACTORSPER TAR 1001.1.2 3. MINIMUM EGRESS WIDTH IS 0.31NCHES PER OCCUPANT FO 0.2 INCHES PER OCCUPANT FOR OTH Met 4.MINIMUM CIEARD00RWIDIH SHAU Eo CBMPIANCE APPROVED AUG 2 8 2018 WAYS ND :MIA 5 2018 PITCEPff•ER JACKSON I MAIN ARCHITECTURE 3l1 FIRST AVENUE SOUTH SEATTLE, WA 95l Da 206324 800 W W W.JACKSONMAIN COIN STARFIRE SPORTS BEN OLIVER 0 H W -J 2 m co 0 >- O a Z co Q < Et Et Q �I- �g Q ZLD 02 co V - PROJECT NO.: PROJECTING,: DRAWN BY: CHECKED 6, 16100 JK ADG GP plc,- 3 ( DEMO/EGRESS PLAN - LEVEL 1 A0.01 STORAGE 3817 SF 13 OCC. FLEX SPACE 1475 SF 30 OCC. GROUND FLOOR - LEVEL 1 EXISTING 28 ENTRANCE 005 391 SF FLEX SPACE 006 1183 SF 240CC. 44'-61R" 30'-0. 8'-41 11-'7 SAN 01 101.01 I FLEX SPACE 29'-9118" EXISTING AREA KEYNOTES: 01.01 01.03 03.02 WOOD FRAMED SEATING NOOK, HALF -HEIGHT WALL. NEW SLAB ON GRADE LEGEND OCCUPANT LOAD PER 2015 IBC TABLE 1004.1.2 EXERCISE ROOM OCCUPANT LOAD = 1150 SOFT p18-023 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 8 2018 City of TukwiSIla BUILDING DIVION RECEIVED CITY OF TUKWILA JUL 25 2018 PERMIT CENTER JACKSON MAIN ARCHITECTURE 311. FIRST AVENUE 3OUTH SEATTLE, WA 98104 206.3244800 W W W.JAGKSONMAIN.GOM STARFIRE SPORTS BEN OLIVER U H W J = 1 H m 7 1-1 H O a0 a co ,T, Lu LT_ a LL W 1—a Z O> O 5 PROJECT 2106 PROJECT MGR.: DRAWN BY: CHECKED BY: 16100 JK AOG GP FLOOR PLAN- LEVEL 1 A2.00 D.2 LEVEL 01 CEILING PLAN STORAGE I003I STORAGE FLEX SPACE 004 NAM 80 0" 208-6 FLEX vvlax3s SPACE Y3s O O O 7 FLEX I W10X33 D.2 KEYNOTES: 05.02 05.03 05.04 EXISTING BEAM MINIMUM T-0 CLEARANCE, TYP. UNLESS OTHERWISE NOTED EXISTING BEAM MINIMUM 6'-8" CLEARANCE AT GRID B5, SLOPED FLOOR TO 6'-11 1/4" CLEARANCE AT GRID A5 EXISTING BEAM MINIMUM 6'-10" CLEARANCE AT GRID B3, SLOPED FLOOR TO 7'-2" CLEARANCE AT GRID A3 LEGEND w:388 NEW — .................-- EXISTING DEMO LIGHTING FIXTURES FIXTURE SYMBOL LAMPS WATTS COUNT REMARKS CAD U _- LED 49 141 LUX 005202CS 360 WONUPA0WN LIGHTING O --- LED 32 69 L(MONIA➢3M LOS A00 LM MDD XX 35K8002/X% U rG LED 165 8 ALPHABET XICATO 4 INCH ROUND DOWNLIGHT WA 9 EXITUGHi WVBATiFRSSACK-UP. ARROW INDICATES DIRECTIONAL t{' t� 2 N/A 8 (BATTERY PACK EMERGENCYPATHWAY �UGMING 1 wA s EXR L�TU 1c`�IIE %'FOR NOTE MECHANICAL AND ELECTRICAL PERMITBY OTHERS. ELECTRICAL OUTLETS AND FIXTURES MUST MOE BY FEMA FLOOD ZONE STANDARDS. )1?3,- 2-3( CODE COMPLIANCE APPROVED AUG 2 8 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 25 2018 PERMIT CENTER JACKSON I MAIN ARC HITS CTURE 11 FIRST AVENUE SOUTN SEATTLE, WA 981. 12063.4800 W W W.JACKSONMAIN.COM STARFIRE SPORTS BEN OLIVER PROJECT NO, 16100 PROJECT MG, JK DRAWN 6, FOG CHECKED BY; GP RELECTED CEILING PLAN- LEVEL 1 A3.00 SOUTH ELEVATION 04 RIDG. E n 56.00' V 03 CORNER OF EVE L 4EVE V 01 MAIN LEVEL 9.50' 00 FIELD LEVEL 0.00' NORTH ELEVATION 04 R56.00' VIDGE /� 03 CORNER OF EVE 41.00' 02 SECOND LEVEL /1 21.50' 9.50' 01 MAIN LEVEL .. __ l9 00 FIELD LEVEL 0.00' KEYNOTES: 02.01 1EXISTING BERM UP TO BUILDING LEGEND NEKKENEEKK NEW EXISTING NOTE: NEW ADDITION WILL NOT BE VISIBLE ON WEST ELEVATION DUE TO EXISTING BERM AND STAIR CONDITION. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 8 2918 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 25 2010 PERMIT CENTER D1930-6231 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 206.3244800 W W W JACKSONMAIN CONI STARFIRE SPORTS BEN OLIVER U H W J = co co Q � 0 V) Z O < a z co �± LLW I—J Q Z oLI-I co UU <F z PROJECT NO.: 16100 PROJECT MGR.: JK BRAWN BY: ADO CHECKED BY: GP EXTERIOR ELEVATIONS A4.00 EN GED STORAGE RM 001 Ammo OD tjtjUffitwmi 4 Ire STORAGE I002I S}, ENLARGED STORAGE RM 003 VD 6 KEYNOTES: 03.02 NEW SLAB ON GRADE 08 002 I NEW DOOR INSTALLED IN EXISTING WALL LEGEND NEW ___.... ExIS1ING ,�...... DEMO REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 8 2C18 City of Tukwila BUILDING DIVISION ECEIVED CITYROF TUKWILA JUL 25 2818 PERMIT CENTER JACKSON I MAIN \•, ARCHITECTURE 311 FIRST AVENUE SOUTH k SEAZLE, WA 96104 06.32A 4600 W W W.JACKSONMAIN COM STARFIRE SPORTS BEN OLIVER U H W J 2 m H a o <o a CI) LL LL a Ct Ce ¢ Z oY 0)U t PROJECT NO.: 16100 PROJECT MGR, JK DRAWN BY: ADG CHECKED BY: GP ENLARGED STORAGE RM 002 t-A- D231 ENLARGED FLOOR PLANS A5.00 } O 0303 FLEX SPACE 1004I H*81 r400 ENLARGED FLEX SPACE RM 004 Q 53T 3/8" 6 -4 2' FLEX SPACE 1006 I STORAGE 007 I ENLARGED FLEX SPACE ENTRANCE 3138 10-6518" 20n03r4" 11'-]5l8" ENLARGED FLEX SPACE RM 008 FLEX SPACE 1:.0, I KEYNOTES: —XIS- -- — 03.03 I ETING CONCRETE S.O.G. 12.01 OPEN SPACE BELOW SITTING NOOKS. PLACE OPENING ON SAME SIDE AS SITTING OPENING, TYP. RE EWER FOR CODE SOMif LIANCE APPRO ED AUG 282918 city of T BUILDING kMla IVISION JACKSON I MAIN ARCHITECTURE 3„ FIRST AVENUE SOUTH SEA,10 WA 98104 206.324A300 WW W.JACKSONIKAIN CONI STARFIRE SPORTS CITY OOFETUYKWILA JUL 25 2018 PERMIT CENTER BEN OLIVER PORTS ATHLETIC 0 m rn Z 0 < 0 Z W2 Yco < I-Z oY �U,co PROJECT NO.: 16100 PROJECT MGR.: JK DRAWN BY: ADG CHECKED BY: GP ENLARGED FLOOR PLANS © ENLARGED FLEX SPACE RM 006 / STORAGE RM 007 A5.01 FLEX SPACE RM 004 - SOUTH ELEVATION or I o 1 FLEX SPACE RM 006 - NORTH ELEVATION 2 va•=r.o• n� I 3 FLEX SPACE RM 006 - SOUTH ELEVATION Mo, �.-4. a3 i aao3 j — i aam i II ()FLEX SPACE RM 008 - NORTH ELEVATION ,u=no• -- --- CEILING 8.67' 00 FIELD LE0.00'VEL OFLEX SPACE RM 008 - SOUTH ELEVATION 5 ,u•=nm CEILING.. H� 6.67'V 00 FIELD 0.00' CEILING 8.67' 00 FIELD LEVEL �1 0.00 V CEILING L 8.67' OO, FIELD, LEVE....... L...AI 0.00' ID CEILING 00 FIELD LEVEL 0.00'� CEILING 8.67'� 00 FIELD LEV.00'EL 0 KEYNOTES: 101.03 '05.01 108.01 (i 08.03 12.01 12.02 26 51 13 HALF -HEIGHT WALL. EXISTING BEAM, TYP. SLIDING DOOR INSTALLED ON BEAM INTERIOR WINDOWS IN SITTING NOOK _--.._---_ - -- OPEN SPACE BELOW SITTING NOOKS. PLACE OPENING ON SAME SIDE AS SITTING OPENING, TYP. OPEN SPACE BELOW SITTING NOOKS BEYOND. PLACE OPENING ON SAME SIDE AS SITTING OPENING, TYP. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 282118 City o1T06I0MI BUILDING DIVISION CITY OF TUKWILA JUL 25 2010 PERMIT CENTER ACKSON I MAIN ARCHITECTURE ail FIRST AVENUE SOUTH SEATRE, WA 98104 2063...00 wW W.JACKSONMAIN COM T STARFIRE SPORTS BEN OLIVER U 1- w J 2 00 00 Q rn � Z O • a 0 z CO cc co Q Z o Y PROJECT NO.: 16100 PROJECT MGR.: JK BRAWN BY: ADG CHECKED BY: GP INTERIOR ELEVATIONS FLEX SPACE RM 008 - WEST ELEVATION t1- 6231 A6.00 Q FRAME DOOR TYPES EXTERIOR GLASS DOUBLE DOOR DOOR TYPES PER SCHEEL EXTERIOR SOLID DOUBLE DOOR ROOM NAME MARK I COUNT WID 00 FIELD LEVEL DSO FRAM U EXTEROR OVERHEAD GARAGE DOOR DOOR HEIGHT ( TYPE I MATERIAL FINISH MATERIAL STORAGE 001A STORAGE 0016 STORAGE 002A STORAGE 00281 STORAGE 002C STORAGE 003A STORAGE 003B FLEX SPACE 004 LOBBY 005A LOBBY 0058 FLEX SPACE 006A ;FLEX SPACE 006B STORAGE 007 FLEX SPACE 008A FLEX SPACE FLEX SPACE 008E 008C 6'-0 B 6'- 0 7,- 0" B 7' 0" 8 60" 7'-0" 8 7' - 0" B 3 7'-0" E -0„ 7'-0" C D H.M. H.M. H. H.M. H.M. H.M. MFR H.M. FRAME INTERIOR DOOR EXTERIOR DOOR DOOR SCHEDULE FRAME FINISH, T-TEMPERED INTERIOR SLIDING DOOR BALL THRESHOLD WEATHER DOOR BEARING TING ' CLOSER I ADA r_LOCKSET STRIP SWEEP HINGE PAINT H.M. I PAINT PAINT H.M. I PAINT PAINT H.M. 4 PAINT PAINT PAINT —I — PAINT PAINT H.M. PAINT H.M. PAINT H.M. MFR MFR PAINT H.M. A I H.M' GLASS ( H.M. 6'-0" T-0" A H.M. GLASS H.M. MFR PAINT PAINT Yes Yes 'Yes Yes Yes [Yes DOOR STOP Yes TYe s !Yes TYes ' Yes Yes Yes ,Yes Yes [Yes Yes 0" 6'-8" ( D H.M. PAINT H.M. H.M. H.M. 1 6'-0 7'-0" j H Yes PAINT - (Yes H.M. H.M. 3'-0" 7'-0" D H.M. PAINT H.M. 4' - 0" I 6'-8" F H.M. PAINT H.M G H.M. PAINT ! H. PAINT PAINT PAINT Y TYes ,Yes Yes 1Yes Yes Ye Ye Yes Yes ;Yes HANDLLEVER E Yes Yes Yes Yes Yes Yes TYes !Yes Yes Yes IY Yes Yes ,Yes Yes Yes Yes Yes Yes 0 EXTERIOR DOOR VISION PANEL INTERIOR DOUBLE DOOR COMMENTS PROVIDE KICKPLATE PROVIDE KICKPLATE PROVIDE KICKPLATE PROVIDE KICKPLATE PROVIDE KICKPLATE Yes I PROVIDE KICKPLATE ROLL -UP DOOR PER MFR Yes 'PROVIDE KICKPLATE Yes Yes Yes Yes Yes Yes Yes Yes _ Yes Yes Ye EXTERIOR INTERIOR PROVIDE KICKPLATE Yes 1Ye Yes SLIDER, INSTALLED OFF BEAM Yes ,Yes 'PROVIDE KICKPLATE, PROVIDE VISION PANEL FRAME, s iT-0 FINISHED FLOOR 'WINDOW TYPES eTFRAO ME T.O. FINISHED FLOOR Y" STOREFRONT FIXED EXTERIOR FIXED INTERIOR FIXED EXTERIOR Coun Type Mark t Width WINDOW SCHEDULE Height 1 Sill Height Comments 13 , 9'-0" 2'-6" 3'-10" DARK BROZE ALUM. STOREFRONT :Li 6'-0" 2'-6" , 3'-10" DARKBROZEALUM. STOREFRONT __.- T 3' 0' - 0" DARK BROZE ALUM. STOREFRONT 1 9' - 21/2" 5'-6" 1'-0" SAFETY GLASS. MATCH EXISTING WINDOW TYPES INTERIOR INTERIOR EXTERIOR 8" CMU, COMPLETE CORE FILLED SPRAY FOAM INSULATION WATER RESISTANT COATING EXTERIOR CMU WALL - C2.0 7; T=TEMPERED JC FIXED EXTERIOR INTERIOR EXTERIOR 8" CMU, COMPLETE CORE FILLED SPRAY --- FOAM INSULATION WATER RESISTANT BARRIER R-10 RIGID INSULATION PROTECTION BOARD DRAIN MAT 10 NOTE: WALLS WITH BERM EXTERIOR CMU WALL - C1.0 INTERIOR EXTERIOR NON -PAPER FACED GYPSUM WALLBOARD, OR OTHER EQUIVALENT APPROVED FEMA MATERIAL FOR FLOOD HAZARD AREAS 4" METAL STUD INTERIOR METAL WALL - M1.0 EXTENOF 8-X6"CONCRETE LINTEL SEALANT AND ROD HEAD FLASHING VINYL WINDOW BYSTEM WINDOW HEAD @ CMU INTERIOR INTERIOR EXTERIOR NON -PAPER FACED GYPSUM WALLBOARD, OR OTHER EQUIVALENT APPROVED FEMA MATERIAL FOR FLOOD HAZARD AREAS METAL FURRING CHANNEL R-10 RIGID INSULATION EXISTING CMU WALL INTERIOR FURRING WALL - W1.0 EXTERIOR SEALANT AND SAC ROD VINYL WINDOW SYSTE REVIEWED FOR CODE COMPLIANCE APPROVED AUG 282S10 of T_ukwiO VG DIVISION RE6EIVED CITY OF TUKWILA /' JUL 25 2010. WL PERMIT CENTER Dl9)b231 WINDOW JAMB @ CMU JACKSON I MAIN ARCHITECTURE 311 FIRST AV SLUE SOUTH SEATTL.E, WA 96104 g06.32a4s0n WWWJ CKSONMAPTCOM STARFIRE SPORTS BEN OLIVER PROJECT NO: 16100 PROJECT MGR.: JK DRAWN BY: ADG CHECKED BY: GP SCHEDULES A7.00 WINDOW SILL @ CMU EXISTING ----- - EXTERIOR WALL ASSEMBLY EXISTING BEAM ---_ MAINTAIN EXISTI FlRE PROOFING ING SPRAY FOAM -____, EXTERIOR SIDE OFSULATION ON BEAMS EXISTING vu CONCRETE SLAB ON METAL DECK CMU WALL TOP DETAIL REMOVE SPRAY INSULATION OFF RATED MTUMF WIT NEW CMU WALL CUMWALLPER R . CORE FILLED ATID SEC WATER RESISTANT BARRIER ------ PROTECTION BOARD ---- DRAIN MAT ----'-- EXISTING GRADE BEAM 2" R-10 RIGID INSULATION. EXTEND 24" BELOW SLAB, TYP, 70 MILRRIEVAPOR BAR 0.9 2�C 7.0 WALL BASE/NEW_I I SLAB E-DG--ga_DRAD_ --- --_-_BEAM REVIEWED FOR - CODE COMPLIANCE UG28'S;e 1 A S RUB URA_ NO S (THE FOLLOWING APPLY UNLESS NOTED OTHERWISE ON THE DRAWINGS) CRITERIA ALL MATERIALS WORKMANSHIP DESIGN, AND CGNSTRI45TION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE 2015 INTERNATIONAL BUILDING CODE, (IBC 2015). LOAD TYPE DESIGN LIVE LOAD ENGINEERING CRITERIA FLOOR LIVE LOAD LIGHT STORAGE EXIT FACILITIES 125 PSF 100 P5F MD DESIGN DATADESIGN DATA EARTHQUAKE DESIGN DATA RISK GATEGOR'II EASE, WIND SPED = 115 MPH (3-SECOND 615T) EXPOSJRE. B Kzi = 1.0 (INTERNAL PRESSURE COEFF) pnet = 22,5 PSF (MAX) (COMPONENT AND CLADDING PRESSURE, I000( EFFECTIVE AREA) RISK CATEGORY 11 SITE CLASS: D le = 10 Ss = 1.461g 5ds = 0.414g 51 = 0.545g 5dl = 0,545g RD = 2,5 op/RE = 0.4 08 = 0228 (850) GENERAL CONDITIONS STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWING-5 FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS WITH ARCHITECTS DRAWINGS FOR COMPATIBILITY AND SHALL NOTIFY ARGHI IEGT OF ALL DISGREPANGIES PRIOR TO CONSTRUCTION. IN PE EVENT OF CONFLICTS BETWEEN THE STRUCTURAL DRAWINGS AND THE PROJECT SPEGFICATi0N5, THE STRUCTURAL DRAWINGS SHALL CONTROL. SE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF POOR AND WINDOW OPENINGS IN ALL WALLS. 5EE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISGELLANEGUS MECHANICAL OPENINGS THROUGH WALLS AND FLOORS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND Sf0IKTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THESE DRAWINGS. THE CONTRACTOR 15 RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS TECHNIQUES, 500110NCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OE CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUE T ION SHALL BE RED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL EENGINEER, MATERIAL SUBSTITUTIONS FOR PRODUCTS SPECIFIED !N THE PLANS AND NOTES MAY BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 5UB500Tf ON SUBMITTALS SHALL IDENTIFY EXACTLY WHAT PRODUCTS ARE TO BE SUBSTITUTED, AND INCLUDE AN IGG EVALUATION SERVICE REPORT DEMONSTRATING EQUIVALENT OR GREATER LOAD GAPAITIES THAN THE SUBSTITUTED PRODUCT. 0ONTRACSO0-?5LIAED CHANGES_ SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CGNSTR)40000. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATED' THIS REQUREMENT: THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OSHA REGULATIONS. SHORING AND RESHORING SHALL BE DESIGNED BY A QUALIFIED DESIGNER AND THE ERECTED SHORING SHALL BE INSPECTED BY A REGISTERED STRUCTURAL ENGINEER, EXPERIENCED IN THE DESIGN OF SHORING SYSTEMS, WHO SHALL SUBMIT AN INSPECTION REPORT TO THE ARCHITECT FORMWORK SHALL NOT BE REMOVED UNTIL THE CONCRETE HAS REACHED ITS DESIGN STRENGTH AS INDICATED IN THE CONCRETE NOTES. QUALITY CONTROL SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STW:CNRAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION SUBMITTAL i STAMPED BY 51BMITTAL1 RE5I5TERED REQUIRED! ENGINEER ENGINEERING CALCULATIONS CONCRETE -AND MASONRY MASONRYNGT REINFORCING YES i REQUIRED NOT REQUIRED SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENSINER OF RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE- AND ONE COPY. THE REPRODUCIBLE PILL BE MARKED AND RETURNED. IN THE EVENT OF DEVIATIONS, DISCREPANCIES OR CONFLICTS BETWEEN APPROVED SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS, THE DEIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL. ALL 5000'GTT)RALS_Y5TEM5 COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL 8E SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER INSPECTION: SPECIAL INSPECTION IN ACCORDANCE WITH LEG SECTION 1104 AND 1105 SHALL BE PROVIDED FOR THE FOLLOWH55 WORK ITEMS: ITEM SPECIAL INSPECTION REQUIRED FOR FREOIENGY REINFORCED REINFORCING STEEL, MATERIALS .AND PLACEMEENT PERIODIC CONCRETE __..— ___ _........_. BOLTS INSTALLED IN CONCRETE CONTINUOUS USE OF CORRECT -DESIGN MIX PERIODIC ALE ENT OF CONCRETE CONTINUOUS: CURING TEMPERATURE AND TECHNIQUE PERIODIC _.. _. .....0. . _....... VERIFICATION OF CONCRETE STRENGTH PRIOR TO PRESTRESSING AND PRIOR TO PERIODIC REMOVAL OF SHORES AND FORMS MASONRY __......—_ ICNS OF MORTAR AND GROUT PROPORTIONS PERIODIC (LEVEL- U CGN5TRU-CTION OF MORTAR -DINTS - PERIODIC OCATION OF REINF. AND CONNECTORS PERIODIC 51ZE AND LOCATION OF STRU0T, ELEMENTS PERIODIC — _ REMFORCEM9NT MATERIALS PEniODiC PROTECTION OF MASONRY DURING PERIODIC HOT AND GOLD WEATHER 5R0JT SPACE 15 CLEAN PRIOR TO GROUTING PERIODIC PLACEMENT 0` REINFORG'cMENT I PERIODIC GROUT PLACEMENT TESTING: MATERIALS TESTING IN AGCGRDANGE WITH IBC SECTIONS 1105 AND 1106 SHALL BE PROVIDED FOR THE FOLLOWING WORK ITEMS: ITEM MATERIAL TESTING FREQUENCY REINFORCED CONCRETE MASONRY RC:NFORG.IN6 5TE1. CERTIFIED MILL TESTS CANTINUOUS CONCRETE SPECIMENS CONTINUOUS RENFOR0ING STEEL CERTIFIED MILL TESTS CONTINUOUS CONTINUOUS GROUT AND MORTAR SPECIMENS THE SPECIAL INSPECTION AND TESTING SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. GEOTECHNIGAL FOUNDATION NOTES: 55GRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL C0NIFORM 57RICTLY WITH RECOMMENDATIONS GIVEN IN THE SAILS REPORT OR A5 DIRECTED BY THE GEGTECHNICAL 005500R. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR CONTROLLED, COMPACTED STRUCTURAL FILL, AT LEAST IV' BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON THE DRAWINGS ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS SHALL BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND GEO OCHNIGAL ENGINEER. ALLOWABLE SOIL PRESSURE 1000 PSF (DEAD PLUS LIVE) ALLOWABLE SOIL PRESSURE 1533 P5F (WIND OR SEISMIC) GEOTECHNICAL REPORT REFERENCE: SOILS REPORT F2003001 DATED 2-I0-03 PREPARED BY BERQUIST ENGINEERING SERVICES, INC. THE DESIGN SHOWN IN THESE DRAWINGS SHALL BE REVIEWED BY THE GEEOTEGHNIGAL ENGINEER FOR COMPLIANCE WITH THE ABOVE REFERENCED SOILS REPORT, IN THE EVENT OF CONFLICTS BETEEN THESE DRAWINGS AND THE RECOMMENDATIONS OF THE GEOTEGHNICAL ENGINEER, THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS SHALL CONTROL. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE REDESIGN. DIVISION 3: CONCRETE CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC. SECTION ,005 AND ALI SOL STRENGTHS AT 25 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS/ TYPE OF CONCRETE CGNSTRJGTION MIN. COMPRESSIVE I STRENGTH, 0i AT 1 MAX. W/G 28 DAYS ! RATIO MINIMUM CEMENT CONTENT PER CUBIC YARD FOOTINGS 3000 851 0,65 51)5 SACKS SLABS ON GRADE ___ 4000 P51 0.55 5 z SACKS --- THE MINIMUM AMOUNTS OF CEMENTITIOUS MATERIAL MAY BE CHANGED IF A CONCRETE MIX DESIGN 15 SUBMITTED TO THE STRUCTURAL ENSINER AND THE BUILDING OFFICIAL FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE MIX DESIGN SHALL INCLME THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES, AS WELL A5 THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD ,AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH THE LATEST EDITION OF AGI 3L, CHAPTER 5, THE REVIEW OF MIX DESIGN SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THE INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -CONTENT CONFORMING TO ALI 515-14. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING 5UPPL0MENT 51), GRADE 60, fy = 60000 P5I. GRADE 60 REINFORCING BARS TO BE WELDED SHALL CONFORM TO ASTM A106. WELDED WIRE FABRIC, SHALL CONFORM TO ASTM AI85. LONGITUDINAL REINFORCEMENT IN DUCTILE FRAME MEMBERS AND IN WALL BOW! DARY MEMBERS SHALL COMPLY WITH ASTM A106. 12 EINFGRGING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 315 AND 315. REINFORCEMENT MAY BE SPLICED ONLY WHERE INDICATED ON THE DRAWINGS, EXCEPT THAT REINFORCING INDICATED AS "CONTINUOUS" MAY BE SPLICED AS REQUIRED BY THE CONTRACTOR FOR CONSTRULTIBILITY, DEVELOPMENT AND SPLICE LENGTHS SHALL BE AS FOLLOWS: (db REFERS TO BAR DIAMETERS) CONDITION BARS k'=5000 GLA55 A PS c OO,—_.._ 0 GLA5P515 B GLA55 B = CLANS A_ Dp C`+t SPLICE LENS TENSION H 4 x6 1 =1 44 db 55 db 54 db 12 db 38 db 45 db 50 db 62 db p 0'o SRI0E H COM"RE5510NLENGT ALL S 46 - HT N S:6 5 Y7 i 30 db 44 db 30 db 38 db 48 do p DEVELOPMENT LENGTH DEG.LENGTH TOP 3.AR5 ___ 51 db 0db 12 db 62 db pLdt f�dh DENKED. LENGTHBARS HOOdc ALL 22 db 1'1 db n L DENCGMPRE5510N. LENGTH ALL 22 db 11 db BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE MAY NOT BE FIELD BENT UNLESS NOTED OTHERWISE ON THE DRAWINGS OR APPROVED BY THE - STRUCTURAL ENGINEER. CONCRETE PROTECTION FOR REINFORCING STEEL SHALL BE AS FOLLOWS: CONDITION BAR SIZES CLEAR COVER UNFORMED SURFACES GAST AGAINST-E.ARi4 ALL 5 INCHES FORMED AND FINISHED SURFACES EXPOSED TO EARTH OR WEATHER 445 OR SMALLER xb OR LARGER I1 INCHES 2 INCHES COLUMN AND BEAM REINFORCEMENT INCLUDING TIES AND STIRRUPS ALL Ih INCHES INTERIOR 51RFAGES OF WALLS AND SLABS FI OR SMALLER 5) INCHES ADDITIONAL CONCRETE COVER MAY BE REQUIRED FOR FIRE PROTECTION - SEE PLAN NOTES WHERE APPROPRIATE. DIVISION 4: MASONRY CONCRETE MASONRY ASSEMBLAGES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF F'M = 1500 P5I. CONCRETE MASONRY WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS. ALL CELLS CONTAINING REINFORCEMENT SHALL BE GROUTED_ CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C30 TYPE I. UNIT DENSITY SHALE EXCEED 110 PGF. THE UNIT STRENGTH 5HALL EQUAL OR 0XG ED .100 PSI. UNITS SHALL BE PROTECTED FROM INCLEMENT WEATHER. ALL MASONRY MORTAR SHALL CONFORM TO IBC SECTION 2103.2.1 FOR TYPE 5 MORTAR. WATER USED IN MORTAR, GROUT SHALL BE CLEAN AND FREE OF DELETERIOUS AMOUNTS OF ALGID, ALKALIES, ORGANIC MATTER OR OTHER HARMFUL SUBSTANCES, ALL MASONRY GROUT SHALL CONFORM TO IBC SECTION 21053. GROUT SHALL HAVE A COMPRESSIVE STRENGTH OF 2000 P51 OR GREATER GROUT SLUMP AT THE TINE- OF GROUTING SHALL BE A MINIMUM OF 8 INCHES. SANG AyRESATE SHALL CONFORM TO ASTM C144, EXCEPT THAT NOT LESS THAN 3% OF THE SAND 541ALL PASS THE NUMBER 100 SIEVE, SAND AND PEA GRAVEL FOR GROUT SHALL CONFORM TO ASTM 0404, TABLE I, COARSE AGGREGATE. PLACE SAND CMEN,-,QND'NATR IN THE MIX_FR, IN THAT ORDER, FOR EACH BATCH OF SITE -MIXED MORTAR OR GROUT AND MIX FOR AT LEAST 2 MINUTES_ ADDLIME AND 0ONTIN0E MIXING AS LON, A5 NELEE55ARY TO SECURE A UNIFORM MA55, BUT NOT LESS THAN 10 MINUTES. RETEMPERING OF MORTAR IS PERMITTED BY ADDING WATER AND CAREFULLY WORKING IT INTO THE MORTAR. MORTAR THAT t5 UNUSED WITHIN 255 HOURS AND GROUT UNUSED WITHIN ly HOURS AFTER INITIAL MIXING SHALL BE REMOVED FROM THE WORK MASONRY CONSTRUCTION: UNITS SHALL BE MORTAR BEDDED THE FULL THILKNE55 OF THE FACE SHELL. CROSS WEBS NEED NOT BE BEDDED. THE FIRST COURSE OF MASONRY SHALL BE FULLY BEDDED, INCLUDING CROSS WEBS, OR SHALL BE CONSTRUCTED WITH INVERTED BOND BEAMS AND SOLID GROUTED. THE THICKNESS OF THE FIRST BED SHALL NOT "EXCEED -', INCH. JOINTS SHALL BE 5s INCH PLUS OR MINUS 5 IT1044 LAY ALL MASONRY UNITS WITH RUNNING BOND. MASONRY REINFORCING SHALL CONFORM TO AGTMM A615 (IWLUDING GJPPLEMENT 51), GRADE 60, fU = 60000 P51. REINFORCEMENT SHALL BE SECURED AGAINST DISPLACEMENT PRIOR TO GROUTING BY WIRE P051TIGNERS OR OTHER SUITABLE DEVICES AT INTERVALS NOT EXCEEDING 200 BAR DIAMETERS. DEVELOPMENT AND LAP SPLICE LENGTHS SHALL BE A5 FOLLOWS: BARS CONDITION cell f ()EV✓SPLICE LENGTH I 26" 1 32" 53" GROUT LIFTS SHALL BE LESS THAN 5=0" UNLESS APPROVED BY THE (H) LOIN& OFFICIAL. GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PACING BEFORE L055 OF PLASTICITY IN A MANNER TO FILL THE GROUT SPACE. MASONRY VENEER SHALL BE ANCHORED DIRECTLY TO STRUCTURAL MASONRY, CONGRET e OR STUDS WITH CORROSION RESISTANT WALL TIES OF AT LEAST 22 GAGE BY %", SPACED EITHER 12724" OR 15'36" /VERTICAL/HORIZONTAL) FACING. WALL TIES SHALL HAVE A LIP ENGAGING 0.1463) CONTINUOUS HORIZONTAL .LEANT REINFORCEMENT. HORIZONTAL JOINT REINFORCEMENT MAY BE BUTT SPLICED BETWEEN TIES. ANGHORAGE TO CONCRETE OR MASONRY EPDXY -GROUTED ANCHORS (THREADED ROD OR REINFGRGING BAR) SHALL BE GROUTED WITH `SET HIGH STRENGTH EPDXY" BY 51MPSON STRONG TIE INSTALL IN STRICT ACCORDANCE WITH 1050 REPORT ER 5213 HOLES FOR EPDXY ANCHORS SHALL BE THOROUGHLY GLEANED WITH A NYLON BRUSH A PRESSURIZED AR OR WATER IN STRICT ACCORDANCE WITH ER 5214 SHEETINDEX DESCRIPTON 50.1 510 FOUNDATION PLAN 53.1 SECTIONS E DETAILS REVIEWED PO5 CODE COMPLIANCE APPROVED AUG 282018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 25 2010 PERMIT CENTER asieonezT„ STARFIRE SPORTS w Z w UZ U_cwLu w —J 0 acs 07, L Zcr �L0<o 0 O > Z _LU CCfn Za E F (n i7-H PROJECT NO.: PROJECT INGR: DRAWN BY: CHECKED RP: GENERAL STRUCTURAL NOTES DAT DAT mov S0.1 4/55 I PI <14/S5.P2 4/55.1 V 52 (-0'-0")1 TMP. 4/53.1 V 52 _ 4/551 ---- r 4/55. a" c WAL1 ' 4/55.1 V -EDGE OF EXIST. SLAB 6/55.11 F.21 \c; 0 P4 a" 'MP P2 2-0 EXIST. G.M.U. WALL 7/55.1 V 3" G M WALL 5A6GLT EXISTING SLAB ON! P5 EXIST (a" 6AILL ,P1 5/55.1 LFP2 P2 P4 ,N NElAi 4" GONGRETE SLAB OVER 5L5-BASE PREPARED PER SOILS REPORT. REINFORCE 6/12x121Al2.5x1Al2.5 KKK @ SLAB MID -DEPTH. 'PI (-0'-8") FPI EXISTING 4'1 CONCRETE SLAB -ON -GRADE OVER SUB -SASE PREPARED PER 50Ib5 REPORT. SLAS REINFORCING 12xI2 NAM, @ 5LAS MID -DEPTH. 7OF OF SLAB IS AT . EP. DATUM ELEV. 0'=0" P4 r Cr P4 54 (4-4" EXISTING 41' GONGRETE SLAB SAME AS, MAIN BUILDING 4 PI EDGE OF -- SLAB 14'-0" 53 5/531 > 26-0'1 05, 0 1_0 19 s'iC) ••=5 231-01' 3 501-0" SAKO1.;T EXISTING SLAB ONIL' 53 5/55.1 > 50'-0" F2 50-0 P2 5/55.1 > 30-0 150'-0" 3) 5 (4J PAR =CADA ON FAN 1 52 .C) REVIEVJE5;:bR CODE COM ,LIANCE APPROVED AUG 2 8 2018 cONWAtA JUL 2 5 2010 PERMIT CENTER 00 CO 07 CD Z CI) 0 I-- ›- I— < 0 o Z 0- w y u) cc w E. < W cr co < - 1.1co 1— < u)--1 0 §" , < 8 Y r, I— cr D Fj U) ,-- 1— LU 1— Z (I) LLJ Z LLI LLI > 0 CC 2 < 0_ c7, M — z ry 0 >- 0 0 g a- 0 CD Li_ U) < rx cC LI 08 Wou rye,, u) 71 PROJECT NO.: VEC 17048 PROJECT ING, DAT DRAWN DV DAT CHECKED eV ArIDV FOUNDATION PLAN 1/5"=U-0" KEY PLAN S1.0 76° x EIG" FREMOLDED CONT.— MASTIC JOINT STRIP, (JOINT MAY BE SAA-TUT AT CONTRACTORS OP7QN) SEE PLAN FOR SLAB THICK 774,'SS AND TYPICAL ItiskIN" AIRES 6 JOINT CONTROL JOINT SECOND POUR BURKE "KEYKOLD" JOINT --- STOP REINFORCING I" (CLEAR OF JOINT EACH SIDE NOTE - FIRST POUR PLASTIC, VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN >> PLAN FOR SLAB THICKNESS AND REINF, TYPICAL 455:0749M PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN GONSTRIKTION JOINT PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS ON GRADE PER PLAN NOTES. Typical Slab Joint CONSTRUCTION / CONTROL JOINTS PER I/53.1 CENTERED IN SLAB, TYE. 4 Typical Joint at Existing File, Gap 2 #5 a 24. (2)44 @40"ac H. (GROUT CELLS IN/ REINF. SOLID) EXISTING SLAB PER PLAN SA00U1 AS REQUIRED SLOPE O GMU WALL WI NO 6 24'oc V. 4 (2)-K4 645"oc H (GROUT CELLS A/ REINS SOLID) EXISTING SLAB PER PLAN SAINGUT AS REQUIRED (3445 colir. 0.5 EXISTING 4,6 CONT. (27 6 2B) 773 ON 12"ou Nes Sall ot Existing Tie Seam 2 Slab 540520 EXISTING 4" SLAB ON METAL DECK 476 2)-54 H. 4244 6 1-0" 4421x62 G RDER ,„, EXISTING 4" SLAB ON METAL DECK 4156°' REFERENCa' 742I644 6 1-0" SOU PORTAL ONNJ FLANGE I44420 INIEB EXISTING 4'' ---4 SLAB ON METAL DECK / I HT 2g" (2)-K4 H. REFERENCE WIENS! 6 "7-6" 1721x62 GIRDER (3)-#5 GONT. NEIN SLAB PER PLAN 4 EXISTING 6°' ---7 SLAB ON METAL DECK 11 u (2)44 H. E =MEMEEM — EXISTING VERIFY EXISTING PILE CAP TIE BEANS TO REMAIN. PROVIDE BOND BREAK AT NEIN FOOTING TYP ENISTING 4-04 CONT. (2T 0 23) A/ P3 @ NON VS011 at Existing Foundation 5 Awamill =rm.. 0 PER PLAN EXISTING PLE NON Glob at Existing OM,) REFERENCE BNJ PORTAL E,x% FLANGE Nx20 AEB ALL OK WALLS ARE DESIGNED AS FREE STANDING NO SUPPORT FROM EXISTING STRUCTURE ABOVE MAINTAIN I 1/2° MIN GLEARNCE RORIE AND VERT TYP. EXISTING 4' SLAB ON METAL DECK 44-6 5RD5 5 EXISTING 4" —7 SLAB ON METAL DECK 21-#4 H, FFERENGE Y766(31 6 1NO" BA/ PORTAL ,Exl FLANGE 7.22 WEB ALL CHU WALLS ARE DESIGNED AS FREE STANDING 0110 SUPPORT FROM EXIST 66 STRUCTURE ABOVE MAINTAIN I 1/2MIN LEARNCE HORIZ AND VERT TYP. RTERENCE Albx3I 6 1,1° B6U PORTAL EN% FLANGE 73+2244 INEB New Wall Head Conditions Grid 26 0 3M WALL 24"oc. (24-64 6443. H. (GROUT CELLS IV REINF. SOLID) NEIN SLAB FER PLAN (3).5 'OONT. CD EXISTING PILE GAP TIE BEAMS TO IMAIN. PROVIDE BOND BREAK AT REA FOOTING THP EXISTING 4 Kb CONT. (2T 4 23) A/ Kan [2"“ New Sall at Existing, Foundation 4 VERT. WALL RE1NF. EMBED HIHILTI HIT -RE 500 V3 ADHE-SIVE EXISTING PILE CAP OR TIE BEAM Tr. Nov* Wall at Existing File Cap/Tie Beam 0 KS PALS x 1'410" 6 24' oc, 77-4 EMBED 4'' HILTI 4I7-RE 500 V3 ADHESIVE NEW SLAB PER PLAN IVC7 ,,mgro47( /Or —UME'TO RtMAIN Na4I16 1460: 1I4 — EcX0INSTTI2(rG4:255) 30 I43 El 6 i2"oc New Seal, ot Existing Tie Beam •- E4" OK WALL IN/ KS 24''oc V. 4. (2)-K4 645"oc H. (GROUT CELLS HV REINF. SOLID) EXISTING SLAB PER PLAN SAAGUT A5 REQUIRED EXISTING SLOPE (5750CONT. , ADD 2 55 T. (1 00.) EXTEND 2(-0" PAST OPNG. b'' /EXISTING 4-56 CONT. (27 4. 2B) A/ 53 6 12'oc New Sall at Existing Tie Seam 2 Slab F1==M1111== NEW EMIR 1111E11 NIIMIll I u•immi 2,<) 6 KS V (3 E III. I 2 BARS PER CELL • II II I EMI 241 JAMB GROUTED SOLID 2*000/1T. DOT. IN BOND B.M. (.1 RPM) BOND RENF. TYR 4'-5' TO P'-0' RD. ELEVATION OF 5" C.M.U. SAL 24" JAMB ROUTED SOLID OPENINGS 5'' CNI11 Nall Elevation at Openings 2 GRIDS 6-1 EXISTING 6" SLAB ON METAL DECK '4-6 0.5 ON METAL DECK EXISTING SLAB - VARIES) REFERENCE B/U PORTAL 5447/4 FLANGE 14xI5 AEB (2444 H. ,WA1 New Sall Head Conditions Grid 0.5 2 6 (24-54 H. [REFERENCE 15/3 PORTAL 005 FLANGE Po20 WEB New Nail Head Conditions Grid A 22 GRIDS 1-2 EXISTING 4" SLAB ON METAL DECK +1'4" 2).4 H. REFERENCE 31.21x44 6 1'40" BN PORTAL 10x43 FLANGE 46403 WEB Now 'Nall Head Conditions 5r 5.1 4 5.2 2s 25 2 REVIEWED r UR CODE COMPLIANC, APPROVED AUG 28 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 25 2018 PERMIT CENTER 50 co co NT cn 0 >05— </15 Z w cc to cc < co cr 1— UJH z W l= 2 W W > 0 00 I— CL4/0 < a. co z 0 0 g 0 a. 0 co —0-u I Li_ CC CO W < Ort z < 0 8 rYo. ri co 0 71 H PROJECT NO, PMECT DRAWN BY: CHECKED 1,11, VEC 17048 DAT DAT &DV CONCRETE DETAILS S3.1