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Permit D18-0199 - ARIZONA TILE - OFFICE AND SHOWROOM
ARIZONA TILE 11060 TUKWILA INTL BLVD COMPLEX 018-0199 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 111.2 of the 2015 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D18-0199 Occupant/Tenant: Arizona Tile Building Address: 11060 Tukwila Int'l Blvd Parcel No.: 0423049014 Property Owner: Sebco Inc 4020 E Madison St #320 Seattle, WA 98112 Use: Retail, Warehouse Occupancy Group/Division: M, S1 Type of Construction: III B Automatic Sprinkler System: Provided: Yes Required: Yes Design Occupant Load: M = 33 Occupants S 1 = 175 Occupants Jerry t, Building Official 3/2/00/7 Date THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Parcel No: Address: 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 0423049014 Permit Number: D18-0199 11060 TUKWILA INTL BLVD COMPLEX Issue Date: 9/19/2018 Permit Expires On: 3/18/2019 Project Name: ARIZONA TILE Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: SEBCO INC 4020 E MADISON ST #320, SEATTLE, WA, 98112 DAVID KEHLE 1916 BONAIR DR SW , SEATTLE, WA, 98116 POE CONSTRUCTION INC PO BOX 1838 , AUBURN, WA, 98071- 1838 POECOI*247QZ COLUMBIA BANK 721 SECOND AVE , SEATTLE, WA, 98104 Phone: (206) 433-8997 Phone: (253) 833-2400 Expiration Date: 5/1/2019 DESCRIPTION OF WORK: CONSTRUCT APPROXIMATELY 9,810 SQ FT OF OFFICE INCLUDING SHOWROOM WITHIN A SHELL STRUCTURE PER PLANS Project Valuation: $196,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIIB Electrical Service Provided by: TUKWILA Fees Collected: $32,856.47 Occupancy per IBC: S-1 Water District: TUKWILA Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: 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 Permit Center Authorized Signature: Ili Date: MO/ 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: M4frY1 Print Name. l'14I411"' Date: ///7/4c71 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: 28: TO SCHEDULE ALL FIRE INSPECTIONS CALL 206-575-4407. 4: 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) 5: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 6: 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) 7: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 10: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1013.1) 11: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1013.6.1) 12: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1013.6.3) 13: 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) 17: 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) 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 14: 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). 18: 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. 20: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2437. <� O 21: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 19: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 22: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 23: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 24: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 25: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 29: ***BUILDING PERMIT CONDITIONS*** 30: 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. 31: 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. 32: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 33: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 34: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 35: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 36: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 37: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 38: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 39: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 40: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 41: 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). 42: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. o a 43: 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. 44: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING 0601 WALL INSULATION CITY OF TUK Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:/www.TukwilaWA_yv_ Building Permit No. t [ Oi9q Project No. Date Application Accepted: / C ' ',-7 "( Date Application Expires: (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: 11060 Tukwila International Blvd Tenant Name: Arizona Tile King Co Assessor's Tax No.: 042304-9014.032304-9029 Suite Number: Floor: 1 New Tenant: l Yes El ..No PROPERTY OWNER Name: David Kehle Address: 1916 Bonair Dr SW Name: SEBCO Inc Phone: (206) 433-8997 Fax: (206) 246-8369 Email: dkehle@dkehlearch.com Address: 4020 E Madison City: Seattle State: WA Zip: 98112 CONTACT PERSON — person receiving all project communication Name: David Kehle Address: 1916 Bonair Dr SW City: Seatle State: WA zip: 98116 Phone: (206) 433-8997 Fax: (206) 246-8369 Email: dkehle@dkehlearch.com GENERAL CONTRACTOR INFORMATION Company Name: Poe Construction,Inc Address: 1519 W Valley Hwy N, suite 103 City: Auburn State: WA Zip: 98071 Phone: (206) 575-4283 Fax: Contr Reg No.: on file Exp Date: Tukwila Business License No.: on file H:\Applications\Fonns-Applications On Line\2011 Applications\pennit Application Revised - 8-9-11.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: David Kehle, Architect Architect Name: David Kehle Address: 1916 Bonair Dr SW City: Seattle State: WA Zip: 98116 Phone:(206) 433-8997 Fax: (206) 246-8369 Email: dkehle@dkehlearch.com ENGINEER OF RECORD Name: Columbia Bank Address: Company Name: N/A Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Columbia Bank Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION31-3670 Valuation of Project (contractor's bid price): $ 196,000 Existing Building Valuation: $ 9,700,000 Describe the scope of work (please provide detailed information): Construct approx. 9,810 sf of office including showroom within a shell warehouse, per plans Will there be new rack storage? Yes .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq f4): 226,076 Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 65 Compact: Handicap: 4 Will there be a change in use? ® Yes 0 No If "yes", explain: Initial tenant FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ® Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\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 1st Floor 97,402 9,810 0 0 III B S1 ,B 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq f4): 226,076 Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 65 Compact: Handicap: 4 Will there be a change in use? ® Yes 0 No If "yes", explain: Initial tenant FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ® Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — Va;ue of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AU ' ORIZE 1ijJ NT: Signature: Date: 06/27/2018 Print Name: David Kehle Day Telephone: (206) 433-8997 Mailing Address: 1916 Bonair Dr SW H:\ApplicationsWorms-Applications On Line12011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Seattle WA 98116 City State Zip Page 4 of 4 DESCRIPTIONS ACCOUNT 1 QUANTITY I PermitTRAK PAID $144.20 D18-0199 Address: 11060 TUKWILA INTL BLVD COMPLEX Apn: 0423049014 $144.20 Credit Card Fee $4.20 Credit Card Fee R000.369.908.00.00 0.00 $4.20 DEVELOPMENT $140.00 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 TOTAL FEES PAID BY RECEIPT: R16783 $70.00 $144.20 Date Paid: Wednesday, February 06, 2019 Paid By: DAVID KEHLE Pay Method: CREDIT CARD 08000D Printed: Wednesday, February 06, 2019 9:54 AM 1 of 1 ._ SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 02/06/2019 09:53:22 AM CREDIT CARD SALE VISA CARD NUMBER: **********4465 K TRAN AMOUNT: $144.20 APPROVAL CD: 08000D RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy O Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 09/19/2018 12:34:01 PM CREDIT CARD SALE VISA CARD NUMBER: **********6493 K TRAN AMOUNT: $20,000.00 APPROVAL CD: 02062G RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTra... 9/19/2018 Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 09/19/2018 12:34:01 PM CREDIT CARD SALE VISA CARD NUMBER: **********6493 K TRAN AMOUNT: $20,000.00 APPROVAL CD: 02062G RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy https://classic.convergepay.comNirtualMerchant/transaction.do?dispatchMethod=printTra... 9/19/2018 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $600.00 D18-0199 Address: 11060 TUKWILA INTL BLVD COMPLEX Apn: 0423049014 $600.00 Credit Card Fee $600.00 Credit Card Fee TOTAL FEES PAID BY RECEIPT: R15619 R000.369.908.00.00 0.00 $600.00 $600.00 Date Paid: Monday, October 15, 2018 Paid By: JAY BLASINGAME Pay Method: CREDIT CARD 09194G Printed: Monday, October 15, 2018 11:25 AM 1 of 1 SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 10/15/2018 11:18:45 AM CREDIT CARD SALE VISA CARD NUMBER: **********0971 K TRAN AMOUNT: $600.00 APPROVAL CD: 09194G RECORD #: 000 CLERK ID: Laurie X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy v Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $20,000.00 D18-0199 Address: 11060 TUKWILA INTL BLVD COMPLEX Apn: 0423049014 $20,000.00 PUBLIC WORKS $20,000.00 TRAFFIC IMPACT FEE TOTAL FEES PAID BY RECEIPT: R15428 R104.345.840.00.00 0.00 $20,000.00 $20,000.00 Date Paid: Wednesday, September 19, 2018 Paid By: JAY BLASINGAME Pay Method: CREDIT CARD 02062G Printed: Monday, October 15, 2018 11:52 AM 1 of 1 SYSTEMS OPage 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 09/19/2018 12:35:46 PM CREDIT CARD SALE VISA CARD NUMBER: **********0971 K TRAN AMOUNT: $10,666.97 APPROVAL CD: 02079G RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTra... 9/19/2018 O CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 09/19/2018 12:35:46 PM CREDIT CARD SALE VISA CARD NUMBER: **********0971 K TRAN AMOUNT: $10,666.97 APPROVAL CD: 02079G RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy Page 2 of 2 https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTra... 9/19/2018 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK 1 ACCOUNT 1 QUANTITY PAID $10,666.97 D18-0199 Address: 11060 TUKWILA INTL BLVD COMPLEX Apn: 0423049014 $10,666.97 Credit Card Fee $310.69 Credit Card Fee R000.369.908.00.00 0.00 $310.69 DEVELOPMENT $2,378.65 PERMIT FEE R000.322.100.00.00 0.00 $2,374.15 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 PUBLIC WORKS $7,858.92 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $7,858.92 TECHNOLOGY FEE $118.71 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15429 R000.322.900.04.00 0.00 $118.71 $10,666.97 Date Paid: Wednesday, September 19, 2018 Paid By: JAY BLASINGAME Pay Method: CREDIT CARD 02079G Printed: Wednesday, September 19, 2018 12:36 1 of 1 PM SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY I PermitTRAK PAID $1,589.50 D18-0199 Address: 11060 TUKWILA INTL BLVD COMPLEX Apn: 0423049014 $1,589.50 Credit Card Fee $46.30 Credit Card Fee R000.369.908.00.00 0.00 $46.30 DEVELOPMENT $1,543.20 PLAN CHECK FEE R000.345.830.00.00 0.00 TOTAL FEES PAID BY RECEIPT: R14818 $1,543.20 $1,589.50 Date Paid: Wednesday, June 27, 2018 Paid By: DAVID KEHLE Pay Method: CREDIT CARD 08990D Printed: Wednesday, June 27, 2018 2:02 PM 1 of 1 SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 06/27/2018 02:00:49 PM CREDIT CARD SALE VISA CARD NUMBER: **********0081 K TRAN AMOUNT: $1,589.50 APPROVAL CD: 08990D RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Page 2 of 2 https://classic.convergepay.comNirtualMerchant/transaction. do?dispatchMethod=printTra... 6/27/2018 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 Ass- o1 a� Prq� t: /ZOA%)4" Ty a of I1ns ection: Ldthstr rl10s. Address: //D6C0Tu%i A ate C led: C AIL i c"--_ Special Instructions: Date Wanted: a m Q Phone No: 2t(0-5-5/-45—$57 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: -ttffysz-i Inspector: Dat 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 REG CON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION D) x-0/99 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Proj ct: ArIZbA/A i Le. Ty f Inspec io : r L )w Address: I WOO ,4kw,l St rill 51v Special/�Instructions: �� C..>DN�' �• ""�'� et- 9 •c �C tin or Orme,c 4,., • Date Wanted: �_ 1 — I , a.m. p.m. Requester Cb ( 7 yr" sib r FAX c f — ez?,;'ex& Phone No: 04 (WC- ::.7- 141 _ ,,„_,L c S-81 81 -66 /- / 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: X. G1AZ- tnJ�'`�" ri,,,..6 plity4- cJ t ') i(i) /V Tei cSr_ C_ bran ;Ai tMc T ks m.0 � , r 4 yr" sib r FAX c f — ez?,;'ex& (WC- ::.7- 141 _ ,,„_,L c 1-1A1 P> df # m A7-0 46 I ,/Jeri j3c K R 2,6 x- 0 REINSPECTION FEE FEE REQUI : D. Prior to next inspection, fee must be paid ak6300 Southce}xtelr : vd., Suite 100. Call to schedule reinspection. 3-t— 6Dsf INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dto-0177 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: ,Z�.0/4- T� it- Type of I spection: 5kA., c1.7priL ddress:�� 110(00 7k�, L4 .-L.&Jj4 �: o vnL BL WI s Special Instructions: Date Wanted: 2-27-Z6 f a.m., P.m. Requester: '76 la 12 -PW1. g& _C -5—I I3S1 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a coy with permit INSPE iN N0. p Dee, beet 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: IV Z ‹il.0 Type of inspection: �� P�:(3S A-11444 Address: (QQ --r.)4411.4, 1 O it3'r4 at.4), Date Called: Special Instructions: Date Wanted: 1—zy.I/ V Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. MMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION bah of 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Type of Inspection: Address: II t>ao °—rac✓k-A- I,.) -r 131-0) Date Called: Special Instructions: Date Wanted: 1- 1,4-- 19 a.m. p.m. Requester: Phone No: ❑ Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: 6 L( ____D L. 6f Date: 1 �! 'f. �9 REINSPEC IQN FEE REQUIRED. Prior to next inspection, fee must be Inspector: paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. WAIN INSPECTION RECORD Retain a copy with permit ION NO. o/qq PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (205) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: //t. ZEA-7-1Lb- Type of Inspec ion: LATH Gybeimi . rte Address: 11010o i w/'1.4 tar z31- Date Calle . VS Special Instructions: Date Wanted: /2r /I'Zoi d" p.m. Requester: Phone No: pproved per applicable codes. EJ Corrections required prior to approval. OMMENTS: AdviAvic&A.g AkivoD REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. IVAPAI INSPECTION RECORD Retain a copy with permit ON N0. PERMIT NO. bl8-o 191 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: rluU v4 iL. Type of Inspection: w -Asi.lLc.T / OA) Address: l/0(007kw;LA-Xt2i; A dLvat Date Called: Special Instructions: Date Wanted: a.m. 1Z-7 —2-01 p.m. Requej�er: (,, i r✓ A,&Ceva�,i-r, Phone Noo:/ 206' — J /531 24 COMMENTS: Approved per applicable codes. Corrections required prior to approval. r � Date: /f c 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 be aim Project: fa12<Z 7J t �= Type of Inspection: G/ — / ac 7tziJ Address: /a60 Tg4A ,c,,,- aL✓A Date Called: Special Instructions: Date Wanted:,pp /2-1-1-/ 'Ij Pr. p.m. Requester: Phone No: Zo , 5-5S/ /SB/ ElApproved per applicable codes. DICorrections required prior to approval. COMMENTS: iscegta Inspector: Date: j2_ 411 ti3 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 Dig elf? Project: 44Zr% TL' Type of Inspection: V11#1 14 Address: //OW 176,A.A- Arg a Date Called: Special Instructions: Date Wanted: /" . 4_ 4 a.m. p.m. Requester: Phone No3a ❑ Approved per applicable codes. COMMENTS:11'�i ired prior to approval. l/ )e)ed e-t.PC, z, iwcs bvv4 me a,c& ix/4/Ls; 3, zusi ij aLL 6;i/i, � -►'" ckil oaf' inspector: 009- Date / / zo/V REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. C I= 4= IMF VIM SHUTLER CONSULTING ENGINEERS, Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425) 450-4075 FAX (425) 450-4076 JOB ARIZONA TILE CANOPY SHEET NO. COVER OF CALCULATED BY AH DATE 1/8/2019 CHECKED BY JH DATE SCALE JOB NUMBER 16-47.02 STRUCTURAL CALCULATIONS FOR: ARIZONA TILE CANOPY 11000 BUILDING 11060 TUKWILA INTERNATIONAL BLVD TUKWILA, WASHINGTON ARCHITECT: David Kehle Architect 1960 Bonair Drive SW Seattle, Washington 98116 (206) 433-8997 * Fax (206) 246-836 DESIGN CRITERIA: NEA REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 5 2019 City of Tukwila BUILDING DIVISION CODE INTERNATIONAL BUILDING CODE, 2015 EDITION FLOOR LOAD 25 PSF (SNOW LOAD) WIND LOAD 110 MPH ZONE, EXPOSURE 'B', Iw = 1.0 SEISMIC DESIGN INFORMATION: REVISION NO,1 Ss = 151.80% Si = 57.00% Cs = .182 R = 5.0 SIO = 2.0 IE = 1.0 SEISMIC DESIGN CATEGORY = "D" RISK CATEGORY = II SDs = 0.911 SDI = 0.912 RECEIVED CITY OF TUKWILA JAN 0 9 2019 PERMIT CENTER SHUTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB RA- TVA CQp' )b -L17. oa SHEET NO. - CALCULATED BY /'f OF DATE ig (It f IE SCALE OoNoPY FSI ti (/ ; DING ; rip' PU3 fl5_64-- is o lEh TI FOA 'S 3' sit,(2c� SON y's"L DM- BM—g * s A TT 1 k t m- i t. izsLot A -I L = aLi--0" W = '11/2 (0440 le -S) = d• Os Kit t K = b70Pte ihn-f_RTS Rob Sc1p RTS 330 tt t fQ 5) 5 T S DM -a L 9,5 ®'1 (,.C) 0. o 8 © Iy i 4- 5.E.F 4TTfi-C , ) V- e, 3,x (i-5 1;0-- M = b.a5'-` tM - 3 L= '-1`Q' p= `'4—.&jV R( = $.751r& mLL 1a = 1a,5* C Rel) Type PLBTM-36 or HSB°-36 Allowable Uniform Loads (psf) s -a DECK SPAN (ft -in.) SPAN GAGE CRITERIA 2'-0" 3'-0" 4'-0" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 11'-0" 12'-0" Stress 300 300 220 141 116 98 83 72 63 55 49 43 39 35 29 24 22 11360 N• 287 121 62 47 36 28 �3•18 15 13 :11 9 8 fi 4 11240 111 ••• 182 93 70 54 42 34 28 23 19 16 14 12 9 7 U180 ti.` N1r • 11. 124 .93 72 56 45 37 30 25 21 18 15: 12 9 Stress 300 300 288 184 152 128 109 94 82 72 64 57 51 46 38 32 11360 N,. 1.1: ; 150 77 58 44 35. 28 ;:: 23 19 16 13 11 10 r. 7 6 W 2� J 11240 111 ••• 225 115 86 67 52 42 34 28 23 20 17 14 11 8 111 11180; •++. 1N. 111 153 115 89 70 56., 45 ;. 37 31 .26 ,22 19 ; 14 11:.` Z Stress 300 300 300 251 208 174 149 128 112 98 87 78 70 63 52 44 1 Qv 11360 N . *4 207.: 106 79 61 48 39 31 26 22 18 15 13 10 8 0240 ••• ••• ♦•• 159 119 92 72 58 47 39 32 27 23 20 15 11 •31 26. 11180 1N N. 1��; 212. 159. 122 96 77; 63 ; 52 43 36 20 • 15 Stress 300 300 300 300 264 222 189 163 142 125 110 99 88 80 66 55 16 11360 N. 261. 133 • .• 100 77 61 • 49 ° 40 ; 33 .27 '23 1'9 17 13 10 11240 111 111 111 200 150 116 91 73 59 49 41 34 29 25 19 14 11180: .N :. 1N N1 267 ••200 154 121 ;97 79 65 ;54 46 39 $3. 25. Stress 300 300 235 150 124 104 89 77 67 59 52 46 42 38 31 26 2 11360 : 1ti 122 _ 94 74 59 ; 48 40 33 28 24 20 15 12 11240 ••• N1 ••• N1 111 ••• 111 111 141 14+ 49 42 35 30 23 18 11180. N.: Nr 14+ `:444 X11 4+1 414 11� . • 11� ��� :: N1 !t4- Stress tN Stress 300 300 296 190 157 132 112 97 84 74 66 59 53 47 39 33 J 20 W 11360: �••.. N..t N1 N. 146 1.13 89 71. 58 48 40 33 28• 24 18. 14 L/240 111 ••• ••• 111 411 ♦11 114 111 111 71 59 50 43 37 27 21 11180 1.1 *•4• N1N:,N1 .1•11. 44 444.11+ 11,:....4. •N ti+37:�. 28.:.. Stress 300 300 300 265 219 184 157 135 118 103 92 82 73 66 55 .46 011360 N. •.-.•N.• :258 1:94 149 117 94 76 63 ? :53 44 38. 32 24 19. 18 Q .. U240 111 111 1N 111 111 111 111 111 115 94 79 66 56 48 36 28 11180. 11. 111.• 1N' 1N .444. •+• 114 441 1+4.+. 444 .. ..1 .::64 . :.48 37. Stress 300 300 300 300 271 228 194 167 146 128 113 101 91 82 68 57 11360 ++14+ 11. • ; 44 241 •186 146 117: 95 :::.!7'5. 65 55 47 40 30 : 23: U240 111 111 111 111 111 111 111 111 143 118 98 83 70 60 45 35 0180+. N• .4 441 X14 .1N 114 144 1N.. N4 #4 141 44 80. 60:... 46 Stress 300 300 294 188 155 131 111 96 84 73 65 58 52 47 39 33 2 11360 11. 247 127 .'' 95 :73 58 46. 38 31 26 22 18 16 12 9 2 11240 111 111 111 111 143 110 86 69 56 46 39 33 28 24 18 14 11180.:4*...,.111 14 111 1+1 a 114.92. 75 62...,.:-52.:„:.43 37 32 .24. 18. Stress 300 300 300 237 196 165 140 121 105 93 82 73 66 59 49 41 16 W 20 11360 : 1H : 11. . 298 152 115 88 69: 56 45 37 U240 111 111 1N 229 172 132 104 83 68 56 0. 11180 44+ N4':: 11+ ♦11 .•• 44* 139 111 90 74 31 26 22:...19 14 11 47 39 33 29 21 17 62.52 ` . 44. .. 38 29 . '. 22 ;<:; Stress 300 300 300 300 274 230 196 169 147 129 115 102 92 83 68 57 1 0 11360 •4... 41• 11? 202 11792 1524. 60.. 49 41 35 29. 25,. 19 15 v 11240 1.1 111 111 1.1 228 175 138 110 90 74 62 52 44 38 28 22 U.180, 141: N 114 11. 2. X11 ��� 184: 99. :. 82 1:47 ,120 59 50:. , 38 . 29 >; 69 Stress 300 300 300 300 300 285 243 209 182 160 142 127 114 103 85 71 11360 144 N}.. 111 251 189 145 114. 92 74' 61 51 .43 37: 31 24 18 U240 /N 111 111 111 283 218 172 137 112 92 77 65 55 47 35 27 11180. 144 111 111 .11 144 ++• 229 183 149 .123 °.102 86 73 63 47 _ 36;; 16 See footnotes on page 27. www.vercodeck.com VERCO DECKING, INC. VR4 ■ 29 Shutler Consulting Engineers, Inc. 12503 Bel -Red Road Suite 100 Bellevue, WA 98005 (425) 450-4075 * Fax (425) 450-4076 Project Title: Engineer: Project ID: Project Descr: Lic. # : KW -06000346 Description : Canopy Beam - Gutter Side S -3 Printed: 7 DEC 2018, 11:17AM C 1PROGRA=7IENER °!1ENERCALC46` Software cop pg ht EGAL. I C. 983-x018 Buildd 1810 3f Licensee : SHUTLER CONSULTING ENGINEERS Calculations per Load Combination Set : ASCE 7-16 aterial . jope t Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending Fy : Steel Yield : E: Modulus : 50.0 ksi 29,000.0 ksi Beam self weight NOT internally calculated and added Uniform Load : D = 0.010, S = 0.0250 ksf, Tributary Width = 1.50 ft 1dN. suits Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.171: 1 C8x11.5 4.102 k -ft 24.027 k -ft +D+S+H 12.500ft Span # 1 Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.351 in Ratio = 0.000 in Ratio = 0.492 in Ratio = 0.000 in Ratio = 853 >=360 0 <360 610 >=240 0 <240 Design OK 0.021 : 1 C8x11.5 0.6563 k 31.617 k +D+S+H 0.000 ft Span # 1 Vetail Maximuh•Deflections' Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+S+H Vertical React�oris Load Combination 1 0.4918 12.571 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Support 1 Support 2 Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +0+0.60W+H +D+0.750Lr+0.450W+H +D+0.750S+0.450W+H +0.60D+0.60W+0.60H +D+0.70E+0.60H +D+0.750L+0.750S+0.5250E+H +0.60D+0.70E+H D Only Lr Only L Only S Only 0.656 0.113 0.188 0.188 0.188 0.656 0.188 0.539 0.188 0.188 0.539 0.113 0.188 0.539 0.113 0.188 0.469 0.656 0.113 0.188 0.188 0.188 0.656 0.188 0.539 0.188 0.188 0.539 0.113 0.188 0.539 0.113 0.188 0.469 D(0.015) S(0.0375) * * o o C8x11.5 Span = 25.0 ft Lllled Loads ppA = Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.010, S = 0.0250 ksf, Tributary Width = 1.50 ft 1dN. suits Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.171: 1 C8x11.5 4.102 k -ft 24.027 k -ft +D+S+H 12.500ft Span # 1 Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.351 in Ratio = 0.000 in Ratio = 0.492 in Ratio = 0.000 in Ratio = 853 >=360 0 <360 610 >=240 0 <240 Design OK 0.021 : 1 C8x11.5 0.6563 k 31.617 k +D+S+H 0.000 ft Span # 1 Vetail Maximuh•Deflections' Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+S+H Vertical React�oris Load Combination 1 0.4918 12.571 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Support 1 Support 2 Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +0+0.60W+H +D+0.750Lr+0.450W+H +D+0.750S+0.450W+H +0.60D+0.60W+0.60H +D+0.70E+0.60H +D+0.750L+0.750S+0.5250E+H +0.60D+0.70E+H D Only Lr Only L Only S Only 0.656 0.113 0.188 0.188 0.188 0.656 0.188 0.539 0.188 0.188 0.539 0.113 0.188 0.539 0.113 0.188 0.469 0.656 0.113 0.188 0.188 0.188 0.656 0.188 0.539 0.188 0.188 0.539 0.113 0.188 0.539 0.113 0.188 0.469 IMAMIN elr_ft Shutler Consulting Engineers, Inc. 12503 Bel -Red Road Suite 100 Bellevue, WA 98005 (425) 450-4075 * Fax (425) 450-4076 Project Title: Engineer: Project ID: Project Descr: Description : Canopy Beam - Gutter Side r caReaction$ Printed: 7 DEC 2018, 11:17AM Licensee : SHUTLER CONSULTING ENGINEERS Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 W Only E Only H Only 41111 • MI MINI SHUTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 JOB 4 r t A- 'rti- U/'4Wl tb -97'01 SHEET NO. - 5 OF CALCULATED BY ikt\- DATE 14 I) / i - FAX (425) 450-4076 SCALE PPR) al- CANrici1 c JS -ROb T : V6* Z75-* T slc�1 = 87 5 275 &L A1Tfr f D FROM St AAit. AN SDR A-MtI1.0RS U.15.a) (PTar - 1'R 40 *) p4O/)•39(ACy) = O.aa ,M\N mut k dir.-!,p to ?t4TE & Cti- -L SND R,m 1F.�T = u5* -?n CkOR.S Q1L\if PaR fib's A-TTF C + l'‘ OF /q 11 trk i r\l I M WV1 - bet ---111\16 : r .11§§1E1.0§RIRtIR§§1E§M§O§AMR§§ ri 4 4 4 sri 4 4 ui vi ai a; 4 4 Ky.: af, ; ; a 4 :P.; 1 • n +a a, 'CIS 0 el 41, 5.1; I • J11111111!111111111111111111111 l• I 1 1 11, ,.;Eluauu,„:13'd 46 ai;v1 ul,al:oin 4/1 411,411- N ' an: colatiluaanualiaauai&t rug. If -11141 r11 1 11 1 1 1 1 1 1 1 1g g 6' 3 ASHUTLER •- CONSULTING MEW 111= ENGINEERS, INC. 12503 Bel -Red Road, Suite 100 Bellevue, WA 98005 (425) 450-4075 * FAX (425) 450-4076 JOB '2I— ch4oPY SHEET No. J OF CALCULATED BY DATE �(� it ( %- SCALE CALCULATION OF SEISMIC DESIGN PARAMETERS BASED ON SECTION 118 OF ASCE 7-10 Seismic Criteria: Risk Category, I, II, III or IV (Table 1.5-1 of ASCE 7-10) = 11 Seismic importance factor, le (Table 1.5-2 of ASCE 7-10) Mapped spectral response for short periods, Ss (Site specific) Mapped spectral response acceleration at a period of 1 second, S1 (Site specific) Site soil class (From soils report) Response modification factor, R (Table 12.2-1 of ASCE 7-10) 0o (Table 12.2-1 of ASCE 7-10, footnote g for flexible diaphragms) Ct (Table 12.8-2 of ASCE 7-10) Average roof height Long period transition period, TL (Figure 22-12 of ASCE 7-10) Ta = Ct * (hn)x, X = 0.75 Fa (Table 11.4-1 of ASCE 7-10) F„ (Table 11.4-2 of ASCE 7-10) Maximum spectral response acceleration at short periods, SMs = Fa * Ss Maximum spectral response acceleration at 1 -second, SM1 = F„ * S1 Design spectral response acceleration at short periods, SDs = 2/3 * SMS Design spectral response acceleration at 1 -second, SD1 = 2/3 * SM1 Seismic Design Category based on short period response acceleration Seismic Design Category based on 1 -second period response acceleration Seismic Design Category, choose most severe of above two. Cs=SDs/(IR/ le) If T < TL then Cs(max) = SD1 / ( T * (R/I)) If T > TL then Cs(max) = Sal *TL / (T` * (R / I )) Cs(min) = 0.044 * SDs * le => 0.01 If S1 is equal to or greater than 0.6g, then Cs(min) = 0.50 * S1 / ( R/I ) Seismic Design Force V=Cs*W = 0.201 W Diaphragm Shear force Fpx(min)=0.2*SDS*le*WPX Fpx(max)=0.4*SDs*le*WPX ASCE 7-10 section 12.10.1.1 = 0.201 WPX = 0.403 WPX File:Seismic cover ASCE 7-10.xls, modified 7-25-13 = 1.00 151.00 57.00 0 5.00 2.00 0.02 15.00 6.00 ft. = 0.152 Sec. = 1.000 = 1.500 = 1.510 = 0.855 = 1.007 0.570 D D D = 0.201 Controls = 0.748 = N.A. = 0.044 = N.A. i AIM MI SHUTLER _N- CONSULTING NW Mil ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 JOB ilfk124011--d9Y SHEET NO. ., O CALCULATED BY Ar DATE OF la 10 FAX (425) 450-4076 SCALE i-ISt 1C 1 SrbN U _ 11I �a 59(10 Pte) Vs - 0.1 (0401)(1000s9 = pie- d NIANIA cawitatTI QJJS @ tAALL -104- KRracl-A04 yaw 9F 'i, " v Lo my (opo R....- _ .1nDi - iii. >. cA pktl r1` 411MI SHUTLER CONSULTING EMI t= 12503 Bel -Red Road, Suite 100 Bellevue, WA 98005 (425) 450-4075 * FAX (425) 450-4076 JOB 1-#117- COARTY L SHEET No. �7- I OF CALCULATED BY 6 DATE 9J )1 ) SCALE WIND LOAD ON COMPONENTS AND CLADDING Based on ASCE 7-10, Chapter 30, Part 2:Low-Rise Buildings (Simplified) Wind Criteria: Risk Category, I, II, III or IV (Table 1.5-1 of ASCE 7-10) Basic Wind Speed 1fi M iMPH (See Figure 26.5-1A, B or C of ASCE 7-10) Exposure B Average roof height 40.00 ft. Roof angle 0° to 7° Kn = 1.00 (See Section 26.8 and Figure 26.8-1 of ASCE 7-10) A = 1.09 Note: The minimum design wind pressure is 16 PSF per Section 30.2.2 of ASCE 7-10. Pnet = A * Krt * Pnet30 Zone Area Pnet3o (PSF) Pnet (PSF) 1 10 8.90 -21.80 23.76 1 20 8.30 -21.20 23.11 1 50 7.60 -20.50 22.35 1 100 7.00 -19.90 21.69 2 10 8.90 -36.50 39.79 2 20 8.30 -32.60 35.53 2 50 7.60 -27.50 29.98 2 100 7.00 -23.60 25.72 3 10 8.90 -55.00 59.95 3 20 8.30 -45.50 49.60 3 50 7.60 -33.10 36.08 3 100 7.00 -23.60 25.72 4 10 21.80 -23.60 25.72 4 20 20.80 -22.60 24.63 4 50 19.50 -21.30 23.22 4 100 18.50 -20.40 22.24 4 500 16.20 -18.10 19.73 5 10 21.80 -29.10 31.72 5 20 20.80 -27.20 29.65 5 50 19.50 -24.60 26.81 5 100 18.50 -22.60 24.63 5 500 16.20 -18.10 19.73 Hip Roof (7° < 0 <_ 27°) File:Wind Components ASCE 7-10.xls, Modified 1-27-14 Gable Roof (0 <_ 7°) Gable Roof (7° < 0 < 45°) LI Interior Zones Rmh.Zonat /Mk -ma{ ® End Zones 1111 Comer Zones Reis- m.l/NiY-7ea6 lb* -Um Interior Zones Roofs - Zone 1 / Walls - Zone 4 End Zones Roofs - Zone 2 / Walls - Zone 5 Corner Zones Roofs - Zone 3 i SHUTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB t'LLT 6' 10p 1 SHEET NO. J IC CALCULATED BY ft-44- DATE ► DATE SCALE OF W L b Opp 1- IN oh' `ih, " a6 raF i • PrTTRe- 4 A o ow,R .t 1,5 , v EGG) -(GCE` . r 'coSf 444 P = abesF Li -1-07 F = a PSF pLiF t _ & fry 16v.LOW 52 f> F 5 XT) -- 6. V- "3/01 �5, $k') = 1.9 3 5 *' fob, dawilcas5st •• _ 00 7�gog 4. - 14_4 - o. 5 b55 Fc t_ = o. :' 77F Fe � L p2 ns L, Fcs- N3 ►9 s� 0 FiN 1:1)Fcr Ag en = Rd90 > 19.55 Lighting Summary Revised August 2016 2015 Washington State Energy Code Compliance Forms for Commercial Buildings inducting R2, R3, R4 over 3 stories and all R1 Dat P fill; . n FOR :11174t7!.: ICIANCE APPROVED Project Info Project Title: I O(gOIttiat,p, 1µr`: $t O. Applicant Information. Provide contact information for individual who can respond to inquirie about compliance form information provided. Company Name: ��?�(�d„'� ((�; Compliance forms do not require a password to use. Instructional and calculating cells are write - protected. Company Address: 11 0 (pp -manta 1141 0,42 Applicant Name: dye) 14Ei1te f;mgitec Applicant Phone: / 3. 40 Applicant Email: A F l�rIJG .e t. tVAA IONA Project Description Building Additions Refer to Section C502.2.6 for additional requirements. L'nn 3 t , ❑ New Building 0 Addition Include PROJ-SUM form (included in envelope forms workbook) with lighting complliance Alt SEP 04 2018 City of Tt*uvita ILDINGOMMIN nn Compliance Method Interior lighting j Exterior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance 0 ❑ 0 Addition is combined with existing: For interior lighting projects, include new + existing interior lighting fixture wattage in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE fort. For exterior lighting projects, include new + existing exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG -EXT form. Interior and Exterior Lighting Alterations Select al! Lighting Power and Lighting Control elements that apply to the scope of the retrofit project. If project includes a combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the fixtures are replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. Refer to Section C503.6 for additional requirements. All alteration lighting controls shall be commissioned per C408.3. ❑ No changes are being made to the interior or exterior lighting systems and existing space uses and configuration are not changed. Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced x ❑ 0 Less than 50% of existing are replaced Lamp and/or ballast replacement only —1 0 0 existing total wattage not increased ` 50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -DCT form. Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total installed wattage for exterior luminaires. 0 0 Lighting Controls Interior lighting Parking garage Exterior lighting New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) New or moved lighting panel 0 0 0 Change of Space Use Interior space is reconfigured - ❑ luminaires unchanged or relocated only New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. bit Existing interior lighting systems in areas under-goingbles a chargee in1) pace Ce use are e. are). upgraded to J-- comply with LPAs for the new space types per Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG -!NT -BLD or LTG -INT -SPACE form. pl 1 EIEC ovL© CITY OF TUKWILA JUN 27 2018 PfRilEd CER c ER Lighting Summary, cont 2015 Washington State Energy Code Compliance Project Title: 11t(pO `1T -Wtbb Interior Lighting System Description LGT-SUM Forms for Commercial Buildings including R2, R3, R4 over 3 stories and alt R1 Revised August 2016 c) 'Date KATI 1110" 1. Lep * GitHoi'b , atib►N toy 3. (o .'Zecf;eo &4 - trzue. 1 co1(.07 Interior Lighting Power Allowance Method (] Building Area Method tiff Space -by -space Method Select method used in project Interior Lighting Controls All C405.2.1- C405.2.8 Controls o Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the required controls per C406.4. o C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply with: O C405.2 thru C405.5 Commercial Lighting Controls and LPA O C406.3 High Efficacy Lighting 0 Exterior Lighting System Description N.& • • 1 1 • • . - • . m cm mT•Ti 2015 Washington State Energy Code Compliance Forms for`Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: it 040 " vn ti 0 lc b J Date egetri t yt . Calculation Area "OTE s ® Lae(,L viviais, ° Addition - 0 Addition stand alone existing 0 Spaces where < 50% of 0 Spaces where a 50% of 0 luminaires are replaced luminaires are replaced For Building Department Use LPA Calculation Type • Standard 0 Additional Efficiency Package Option 0 C406.3 Reduced Interior Lighting Power To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to 0406.3 for additional requirements. '1.10 Maximum Allowed Lighting Wattage NOS 1 47 VA .._Eyck to Location (plan #, ro m Space Type Ceiling Height NOT 2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) -t..41 WMnettral4 3r,` 82,:5 42. b.% oo3 S -CZ, t4 t344 '=. '=.: *ttovezzetsk IZ.IM fI t, t. (t 8R&r TZ- 9.12- '-`- _ q $�o as 48 $33 ..tom 4 ite tel t t oa T. o 123) Cr&ofiltekd _ ZySZ b. qg Vie. t Total Area '1C1 glov. f Retail Display Allowance from LTG -INT -DISPLAY ..--- Proposed Retail Disp ay Lighting from LTG -INT -DISPLAY may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts I . —..... w -Air -A -a,. rv...a.... nu....,ft.,..o from 1 Tr;-INT-T1ISPI AY NOTE 8 Allowed Watts 44.4.1 NOTE 3 11V1JVaa,L a..abaaaiaab Location (plan #, room #) .........tr. NOTE 4, 5, 6 Fixture Description Number of Fixtures Watts/ Fixture NOTE 7 Watts Proposed to { b2o 12, • Ii - 142. '1.10 2(¢d ti. - 4-t=a 47 VA .._Eyck to ettoIr_ 11,. b$if�. 002.x 2 = t' ad1 •% 'S ._fa o 13 Total Proposed Watts Proposed Retail Disp ay Lighting from LTG -INT -DISPLAY may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts , 4h4 D Interior Lighting Power Allowance Note 1- List all unique space types per Table C405.4.2(2) that occur in the project scope. Select type space category per from drop down menu. Note 2 - indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - list all proposed lighting fixtures including exempt fighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage trackPousway systems, enter the larger of the attached luminaire wattage or 50 wattsAineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building liahtina systems to demonstrate compliance. Refer to C502.1. Lighting, Motor, and Electrical Permit Checklist, Pg. 1 LTG -CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all Rt Revised August 2016 'Date ,ZJ(lir Project Title: 't D(QD ITAttlutt4 t{• `+ Isuip The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Component 'Compliance information required in permit documents ApplicabiUty (yes,no,na) Code Section I Location mBuilding Department Documents ' Notes LIGHTING CONTRpLS 9 C405.2 Lighting controls, general For all lighting fixtures, indicate lighting control method on plans for spaces and lighting zone(s) served, or exception taken C405.2 Nla C405.1 Luminaire level lighting controls (LLLC) Lighting in dwelling units t -f C405.2.3' C405.2.1.1. C405.2.2.2 C405.2.4 C405.2.5 C405.2.2.1 C405.2.2.2 C405.2.3 C405.2.2 Manual controls Manual interior' lighting controls Method of automatic shut-off control Indicate on plans all fixtures provided with LLLC in lieu of C405.2 lighting controls; provide description of control capabilities and performance parameters For permanently installed lighting furfures in dwelling units, indicate lighting control method on plans for spaces and lighting zone(s) served, or demonstrate compliance with high efficacy exception Indicate on plans the method of manual lighting control (whether combined with occupancy sensor, automatic light reduction,. daylight responsive or specific application controls), location of manual control device and area or specifie application it serves Indicate on plans which method of manual 50% lighting load reduction is provided, or whether lighting load is reduced via occupancy sensors or daylight responsive controls Indicate on plans the method of automatic shut-off control , during unoccupied periods (occupancy sensor or time switch) for all lighting zones; Indicate locations where automatic shutoff is provided by other methods (occupancy sensor or digital timer switch) or which time switch control exception applies -4 -t •4 C405.2.1 C405.2.1.1 Occupancy sensor controls Indicate on plans the spaces served by occupancy sensors; Indicate whether occupancy sensor controls are configured to be manual -on, automatic 50% on, or serve a space eligible for automatic 100% -on per exception C405.2.1.2 Itr C405.2.6 Occupancy sensor controls - warehouses Digital timer switch Kitt - C405.2.2.1 C405.2.4.2 C405.2.4.3 Automatic time switch controls Daylight zones - Sidelight and toplight C405.2.4 Daylight responsive controls C405.2.5 C405.2.5 - Items 1&2 Additional controls - Specific application lighting controls Display and accent lighting Indicate aisleways and open areas in warehouse spaces provided with occupancy sensor controls that reduce lighting power by 50% Indicate required digital timer switch control function when. control is used Indicate locations of override switches on plans and the lighting zone(s) served, include area sq. ft. Indicate primary and secondary sidelight daylight zone areas on plans, include sq. ft.; Indicate toplight daylight zone areas on plans, include sq. ft.; For small vertical fenestration assemblies (rough opening less than 10 percent of primary daylight zone) where daylight responsive controls are not required, provide fenestration area to daylight zone calculation(s) Indicate on plans lighting zone(s) served by daylight responsive controls; Identify sidelight and toplight daylight zones that are not provided with daylight sensing controls and the exception(s) that ap2ply; Indicate on plans the lighting load reduction method - continuous dimming, or stepped dimming that provides at least two even steps between 0%-100% of rated power, Indicate that daylight sensing controls are configured to completely shut off all controlled lights in the lighting zone Identify spaces and lighting fixtures on plans that require specific application lighting controls per this section Indicate on plans that display and accent lighting, and display case lighting are controlled independently from both general area lighting and other lighting applications within the same space; Indicate manual and automatic lighting control method Lighting, Motor, and Electrical Permit Checklist, Pg. 2 LTG -CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 ` (� Project Title: It CAD y ' e"'4Y IDate ae`'4jiii The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the budding Department Notes Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Nl�r C405.2.5 - . Item 3 HoteUmotel guest rooms C405.2.5 - Item 4 Supplemental task lighting C405.2.5 - Item 5 Lighting for non - visual applications Compliance information required in permit documents Indicate method of automatic control - vacancy or captive key control of all installed luminaires and switched receptacles in guest room Indicate method and location of automatic shut-off vacancy control for supplemental task fighting, including under -shelf or under -cabinet lighting Indicate on plans eligible non -visual lighting applications, include sq. ft. area of each lighting control zone; Indicate on plans that non -visual lighting are controlled independently from both general area lighting and other lighting applications within the same space; Indicate method of manual lighting control and applicable C405.2.5 - Item 6 Lighting equipment for sale or demonstration automatic fighting control Indicate on plans that lighting equipment for sale or demonstration are controlled independently from both general area lighting and other lighting applications within the same space; _ Indicate method of manual lighting control and applicable C405.2.5 - Item 7 Means of egress lighting Location in Documents automatic lighting control Identify on plans egress fixtures that function as both normal and emergency means of egress illumination; Provide calculation of lighting power density of total egress lighting; If total egress lighting power density is greater than 0.02 W/sq. ft., indicate on plans egress fixtures requiring automatic shut-off C405.2.7 Exterior lighting controls during unoccupied periods; Indicate method of automatic shut-off control indicate on exterior lighting plans and fixture schedules the automatic lighting control method, control sequence, and locations served; For building facade and landscape lighting, indicate automatic controls shut off lighting as a function of dawn/dusk and fixed opening/closing time; For all other exierior lighting, indicate automatic controls shut off lighting as a function of available daylight; include control sequence that also reduces lighting power by at least 30% between 12am-6am, or from 1 hour after closing to 1 hour C405.5.1 Exterior building grounds lighting controls before opening, or based upon motion sensor For building grounds fixtures greater than 100 watts, indicate on plans whether fixtures have efficacy greater than 80 lumens or; are controlled by motion sensor, or are exempt lighting per C405.2.5 Area controls - Master control switches and circuit power limit C405.5.2 Indicate location(s) of master control switch(es) intended to control multiple independent switches; circuit breaker may not be used as a master control switch; Verify that no 20 amp circuit controlled by a single switch or automatic control is loaded beyond 80% 0406.4 Enhanced digital lighting controls To comply with additional efficiency package option, indicate on plans all interior lighting fixtures that are individually addressed and provided with continuous dimming, or exception taken; Include calculation of percent total installed interior lighting power that is configured with required enhanced lighting control functions (min 90% to comply with additional efficiency package C405.13 C408.3 Lighting system functional testing option) If claiming lighting system commissioning exemption provide supporting calculation; _ Identify applicable commissioning documentation requirements per Section C408 or eligibility for exception; Provide written procedures for functional testing of all automatic controls and describe the expected system response • Lighting, Motor, and Electrical Permit Checklist, Pg. 3 LTG -CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 ProjectTitle: liDteQ • " ti's tils1iti I,Vtra ago. The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Date frieji Applicability (yes,no,na) Code Section Component (Compliance information required in permit documents INTERIOR LIGHTING POWER & EFFICACY C405.4.1 C405.4.1 C405.4.2 Total connected interior lighting power Location in I building Department Documents Notes Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; Identify spaces eligible for lighting power exemption on plans and in compliance forms; indicate the exception applied; Identify lighting equipment eligible for lighting power exemption in fixture schedule and in compliance forms; indicate the exception applied; Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently 1 C405.3 Exit signs -r+ Indicate location of exit signs on plans and rated watts per fixture in lighting fixture schedule (maximum 5 watts per fixture) C405.1 Lighting in dwelling units - lamp efficacy C406.3 Reduced lighting power density - dwelling unit lamp efficacy If high efficacy exception is applied to permanently installed lighting fixtures in dwelling units, indicate in lighting fixture schedule if lamps in fixtures are high efficacy per R404.1. Calculate percentage of fixtures with high efficacy lamps in project (min 75% to comply with exception). For project with dwelling units, to comply with additional efficiency package option indicate in lighting fixture schedule if lamps in fixtures have efficacy rating of 60 lumens per watt or more. Calculate percentage of fixtures with lamps that have this efficacy rating (min 95% to comply with option). Lighting Power Calculation - Indicate compliance path taken C405.4.2.1 Building Area Method C405.4.2.2 Space -By -Space Method C406.3 Reduced lighting power density Complete required compliance forms — proposed wattage per building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans Complete required compliance forms — total proposed wattage does not exceed maximum allowed wattage. Identify locations of space types on plans, including retail display areas, lobby art & exhibit display areas, and ceiling heights as applicable To comply with additional efficiency package option, demonstrate in compliance forms that total connected interior lighting wattage is 75% less than the total maximum allowed lighting wattage via Building Area Method or Space -By -Space Method EXTERIOR LIGHTING POWER & EFFICACY C405.5.2 Table C405.5.2(1) C405.5.1 C405.5.2 Total connected exterior lighting power Exterior lighting zone Exterior building grounds lighting Exterior lighting power calculations Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; Identify exterior applications eligible for lighting power exemption on plans and in compliance forms; indicate exception Applied; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting; include exception claimed for each fixture or group of fixtures under exception category Indicate building exterior lighting zone as defined by the AHJ For building grounds fixtures rated at greater than 100 watts that are complying based on efficacy, indicate rated lamp efficacy (in lumens per watt) in fixture schedule Complete required compliance form — proposed wattage for exterior lighting plus base site allowed does not exceed maximum allowed Envelope Summary ' 2015 WSEC Compliance Forms for Commercial Buildings induding R2, R3, & R4 over 3 s ENV -SUM Project Info 1 Project �: a ll��at►==...__ G!�►.' �; . ' 1 VIP ct-4-1 Dat=rlrjr'-=1 Compliance forma do not require a ApplicantInformation. Provide contact information for individual who can respond to inquiries about compliance form information provided. Atite For , uiiding �; .�} • r E password to use. Instruccalculating Company Name: i i (,6 calculating cells are cels Company Address: � 0(00 VILA t Nt. �P SEP 0 4 2018 write protected. Applicant Name: tO etit.e & Hlliz Applicant Phone: -,43, fq Applicant Email: aiktll� Q d ,c City of Tukwila Project Description • New Building ■ Addition &Alteration Occupancy Type Selection required to enable forms. ® All Commercial 0 Group R - All R1 and R2, R3, R4 over 3 stories 0 Envelope Compliance Path Selection required to enable forms. 0 Prescriptive ® Component Performance Component Performance Calculation Type ®Standard 0 Cha nge of Occupancy/Conditioning 0 Selection required to enable ENV -UA and ENV-SHGC forms. • Additional Efficiency Package Option - C406.8 Enhanced Envelope To comply, demonstrate building thermal envelope performance is 15% lower than the Target UA. Air �arn"refl' s''ting • Air barrier testing per Section C402.5.1.2 ■ Air barrier testing not required included in project scope • Additional Efficiency Package Option - C406.9 Reduced Air infiltration To comply, demonstrate that measured air leakage of building envelope does pot exceed 0.25 chnW (air barrier surface area) under test pressure of 0.3 inch w.g. Vertical Fenestration and Skylight Area Calculation Prescriptive Path - Enter values for Total Vertical Gross Exterior Fenestration Above Grade % Vertical (rough opening) divided by Wall Area times 100 equals Fenestration vertical fenestration, skylights, gross walls and roof on this ENV -SUM worksheet T X 100 = Component Performance - Enter values in ENV -UA and/or ENV -UA -GROUP -R worksheet. These values auto -f1!! from Gross Exterior Roof Total Skylight divided byArea times 100 equals % Skylight ENV -UA and are write -protected on ENV-_ X 100 = Fenestration Area Compliance Vertical �4, Fenestration Iv t'tQe "1V Q -L--- EVED area CITY OF TEtSl VILA Skylight Area go eat.kie lb Qteu - JUN 27 2018 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 h G �'��0 CE i u ER Show locations of qualifying daylight zone areas and ft2 on project plans. For Daylight Zone Area Calculations - a) Sidelight areas include primary + 0 In buildings i 3 stories, 25% or more of NET floor area is in daylight zones per C402.4.1.1 0 In buildings < 3 stories, 50% or more of CONDITIONED floor area is within daylight zones per C402.4.1.1 Dayl ght Zone Calculations secondary daylght zone areas. b) Include overlapping toplight and sidelight daylight Daylight Zone Fenestration Alternate Not Selected. No Calculations Required Sidelight Daylight Zone Area Toplight Daylight Zone Area Percent Daylight Zone Area zone areas under Toplight • c) Refer to Chapter 2 for net floor area Spaces in Single Story Building Requiring Skylights Ust all enclosed spaces that exceed 2, 500 ftP, have ceiling height greater than 15 ft, and are space required to comply with "s provdslon. Code requires a minimum of 50% of the floor Space Areastl(ft) S - - or ception �� area to be within a skylight daylight zone for soecrfic space tvoas. Refer to C402.4.2 for'. e rt2 , Component Performance Path, pg., 1 2015 WSEC Compliance Forms for Commerdal Buildings induding ENV -UA Project Title: `t CU b `t�G (l tiobf 114-r. Stu fp Date orl tri Calculation Adjustments None Applied For Building Department Use Fenestration Area as % gross above -grade wall area No e4ja, M p Max. Target: Skylight Area as % gross roof area iso Max.Mp,itD Target: Vertical fenestration Alternates: None Selected on ENV -SUM Envelope Component Cavity+CI Plan/Detail # U -factor Source & Table #2 Proposed UA U -factor x Area (A) = UA (U x A Target UA U -factor x Area (A) = UA (U x A) R= Jje Ve0e--- b,0'Z eN C 1•44n.S set occ. I p R= R= Above Deck Ins Iation set &bti 4ifl V °pl. m cc) R= set occ. w o M R R= Metal Building set occ. 0 cw R= set occ.! y .Si R= R= Joist/single rafter set occ. p �^ set occ. I I `j Q R= R= Single raft, attic, other set occ. li Opaque Walls - Above Grade46 R= Cl •.• 0 � 493 Milt. set occ. I I 2 R= R= E' 4L.. bibterma 0. y Ylu ks.14i 83.03 7Job.4S Steel/metal fr m set occ. D. VA_ t"62012° Jo' v mR R I.., 4r114/ b.o • 14 Ci.f, set occ.' 1, 1 Metal Building set occ. Wood/Oth R= set occ. R= R= Wood Frame, other set occ. R= set occ.I I R= R- Mass Wall set occ• yR= set occ.: I e R_ Mass Transfer Deck set occ. c w R= set occ. o (9 ° �R= R= Group R Mass Wall set occ. ' Below Grade R= set occ. E0 U R R= Assumed to be Mass Wall set occ. R= set occ. 0 R R= Assumed to be Mass Wall set occ. R= set occ.I I o m R R= Mass Floor set occ. LL ami R= set occ.1 ER= LL R= Joist/Framing set occ. Page 1 Subtotal Component Performance Compliance (UA) UA ?2I oo5-14.11 Area UA 22440eg VIA1 Component Performance Path, pg. 2 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over ENV -UA Project Title: 1100,0 T(J Iuitto . I ; 'QW Date iklvtlt Fenestration Area as % gross above -grade wall area kb Q,y� Max. Target: For Building Department Use Skylight Area as % gross roof area 1/16 hI Max. Target: Building Component Ins. R Plan/Detail # • F -factor Source & Table # 8 F-factorctor Proposed UA x Perimeter = UA(U x Al Target UA F -factor x Perimeter = UA A) m 113 R= i� R d4�T ,� l set occ. (U x t11 .c R= Itob 13 I (01 '1$.11 Slab -On -Grade set occ. -444 6 4' O R_ 3 set occ.! = R= Heated Slab -On -Grade set occ. Schedule ID U -factor Source9:10 U -factor x Area (A) = UA (U x A) ,01.31 r U -factor x Area (A) = UA (U x A) Er, 41.htit. yt1 Z.' iti.5er set occ. o o� W 4/10%) 0.31 dlt. till/ Opaque Swing Doors set occ. b. 151 le X3.3 set occ.! l Opaque rollup & sliding set occ. )1 Vertical Fenestration•° in;;;; -Metal set occ.! I Non -Metal Frame set occ. Metal, fixe cee "'"1 . olve rtZZ CgteVia set occ . ! 1Nt V11i,1OO®{ o .?Xp $t, 12.94 Metal Frame, Fixed set occ. &at iv t o4 IMetal, op. set ()co.! Metal Frame, Operable set occ. m set occ./ °r 2 tal Entrance Door set occ. c 14°14514' "'5ry • b &'&44 V , set occ.! a a All types set occ. 2zq.tS 14131 Area' UA Area' UA Page 2 Subtotal 229 ,Zs , I G(I. 4 „ ...'.» �, TO COMPLY - The Proposed Total UA shall not Page 1 Subtotal MAO .7 d9 b . Sr Q9 exceed the Target Total UA. Project Total 22 ayq Is 10 ;4 sts5' .i I' %.3i , omponent Performance Compliance (UA) Note 1- If vertical fenestration or skylight area exceeds maximum allowed per C402.4.1, then Target Area Adjustment of all applicable envelope elements will be calculated automatically by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. Note 2 - Opaque assembly U -factors shall come from Appendix A or calculated per approved method as specified in C402151 Note 3 - Proposed CMU mass wall in non -Group R that meet Table C402.1.4 Footnote D requirements can enter the target U -value of 0.014 Note 4 - For semi -heated spaces utilizing the wall insulation exception, enter Target Wall U -factors under Proposed Wall U -factors so exterior walls are neutral to the calculation. Note 5 - Mass transfer slab edges must be covered with an assembly having an overal U -factor of 0.2. Note 6 - Demising walls, doors, and vertical fenestration separating spaces with different degrees of space conditioning (unconditioned, semi -heated, fully conditioned) shall be included only on the ENV -UA form for the space with the greatest degree of space conditioning. Note 7 - List Group R above grade mass walls here. List all other mass walls, Commercial and Group R, in the Opaque Walls - Above Grade section. Note 8 - Slab -on -grade F -Factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1. Note 9 - 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 10 - Fenestration assembly U -Factors 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. in • Permit Plans Checklist • • . 1 ENV -CHK 2015sCsomtpliiannce Forms for Commercial Buildings including R2,R3,& R4 over 3 stories and all R1 Revised Jun 2016 Project Title: tit b (OC- C i ti� 14SOD Date rho/1[1c :: The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes SCOPE 1.'� H1J`t C402.1.1 Low energy spaces Low energy spaces are identified on plans; include project information, and calculations if applicable, that demonstrate spaces are eligible for envelope provisions exemption C402.1.1.1 Semi -heated spaces $emh heated spaces are identified on plans, include cafculatJons that demonstrate spaces are eligible for wall insulation exemption il'ise C402.1.2 Equipment Buildings Provide building area, average wall and roof U -factor, and installed equipment information that demonstrates equipment building is eligible for envelope provision exemption C410.2 Walk-in and warehouse cooler and freezer spaces Cooler and freezer spaces are identified on plans; C410 envelope compliance forms provided (pending) C101.4.1 Mixed occupancy Spaces with different occupancy requirements are identified on plans / "i C5032 Change of space conditioning Existing unconditioned spaces changing to semi -heated or conditioned space, and existing semi -heated spaces changing to conditioned space, are identified on plans. Include calculations that demonstrate baseline and final level of conditioning. -r..2,4 Existing F, S and Uoccupanry spaces undergoing a change in occupancy are indicated on plans; include calculations that demonstrate upgrade complies with the current WSEC. `./L �.{ 1 0505.1�n� Change of occuupgrade Pre -2002 Group R spaces undergoing a change to a commercial occupancy are indicated on plans; include calculations that demonstrate complies with the current WSEC. Non -Group R occupancy spaces undergoing a change to Group R are indicated on plans; include calculations that demonstrate upgrade complies with the current WSEC. ENVELOPE PROVISIONS f �11 C103.2 0103.6.3 Compliance documentation Indicate envelope insulation compliance path and provide applicable forms; ENV -PRESCRIPTIVE or ENV -UA / ENV-SHGC for component performance T:2. If complying via total buidling performance, provide a list of all proposed envelope component types, areas and U -values l r !) 0303.1.1 C303.1.2 Insulation identification Indicate identification mark shall be applied to all insulation materials and insulation installed such that the mark is readily observable during inspectionLip --... Perth C303.1.3 C402.4.3 Fenestration product rating Fenestration products shall be labeled with rated U -factor, SHGC, VT, and leakage rating �u6� �f YC303.1.1 General insulation installation Indicate installation methods, thicknesses, densities and clearances to achieve the intended R -value of all insulation materials; Where two or more layers of rigid insulation will be used, indicate that edge joints between layers are staggered ..I ! r'� —I%C402.2.1 If C103.2 C402.2.2 Roof assembly insulation Indicate R -values) of cavity/continuous insulation on roof sections; Indicate framing materials on roof sections; ��//�` Indicate method of framing for ceilings below vented attics and vaulted ceilings perA102.2 (std, adv); L11iS" 11 ati Provide area weighted average U -factor calculation for insulation whose thickness varies by 1 inch or less; Indicate effective U -factors of tapered insulation entirely above deck per A102.2.6; include roof configuration and slope, maximum R -value at peak and minimum R -value at low point for all roof surfaces Indicate R -values for thermal spacers and each insulation layer, and liner system (LS) method for metal building roofs 0402 2 2 Skylight curb insulation Indicate curb insulation R -value on roof section if not included in skylight NFRC rating . _ t _ _ Gtil`s �C.� kf CO2.2 C402.2.3 C402.2.4 C303.2.1 Above/below grade wall insulation Indicate R-value(s) of cavity/continuous insulation on wall sections; T-2.Indicate framing materials on wall sections; -111.11, Indicate method of framing for wood const per A103.2 (std, int, adv); Indicate material density category, wall weight and heat capacity for qualifying mass walls; For qualifying ASTM C90 masonry walls, indicate loose -fill core insulation material and percentage of cores filled including grouted cores, bond beams, vertical fills, headers and any other grouted cores; Indicate method of protection of exposed exterior basement/crawlspace wall insulation 4 2012 Washington State Energy CodeComplianceForms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Project Title: 11 D V .' tr 4 .1i gyp I . I p Date d ktZ11/41 � Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes C103.2 C402.4.4LI/ Indicate Opaque doors rated U -factor (swinging) or R -value (non -swinging - roll-up/sliding) on wall sections or in door schedules - applies to doors with less than 50% area Ill l (1� N C402.2.5 _glazed Floor over outdoor or Indicate R-value(s) of cavity/continuous insulation on floor sections; unconditioned space Indicate framing material on floor sections; insulation Indicate material density category and weight of qualifying mass floors C402.2.6 C303.2.1 Indicate R -value of continuous insulation on wall section or foundation detail; i'Z `-ri Slab -on -grade floor insulation Indicatce insulation e from top of s at b s down vertically and/or horizontally the required Indicate method of protection of exposed exterior slab edge insulation whir C402.2.6 C303.2.1 Radiantly heated slab. Indicate R -value of continuous insulation on wall section or foundation detail; on -grade floor insulation Indicate insulation extends down vertically from top of slab and then horizontally under the entire slab; Indicate method of protection of exposed exterior slab edge insulation p N,` A 0402.2.6 Radiant heating system insulation Indicate insulation R -value behind radiant panels, U-bend/headers and bottom surface of radiantly heated floors (other than radiantly heated slab on -grade) . . rl C402.4.1 0502.2.1 C503.3.2 Vertical fenestrationLr maximum area Provide calculation for total vertical fenestration area as a percentage of gross above grade wall area (W WR) for new construction, additions and alterations In ENV -SUM i8 i7 lam• `J is. C402.4.1.1 C405.2.4.1 C502.2.1 C503.3.2 Increased prescriptive maximum vertical fenestration area with daylight zones and controls Provide calculations showing that the percentage of overall conditioned floor area within daylight zones is equal to or greater than 50% in 1 & 2 story builidngs: OR • Provide calculations showing that the percentage of overall net floor area within daylight zones is equal to or greater than 25% in buildings 3 stories or more; include the gross floor area and list of spaces omitted for the net floor area; Note in envelope plans that all lighting fixtures located within daylight zones shall be provided with daylight responsive controls per WSEC Section C405.2.4.1; indicate method of control in lighting fixture schedules Indicate that the VT of vertical fenestration is at least 1.1 times the rated SHGC C402.4.1.3 C502.2.1 C503.3.2 Increased prescriptive maximum vertical fenestration area with high-performance Indicate high performance U -factors and SHGC values in fenestration schedules; If applicable, provide area -weighted U -factor calculation(s) used for multiple fenestration elements within the same fenestration category per Table C402.3 C402.4.1.4 C403.6 Increased prescriptive maximum vertical fenestration area with DOAS mechanical systems Indicate that for eligibility, all occupied, conditioned spaces will be served by a dedicated outside air system (DOAS) that delivers ventilation air without requiring operation of the heating/cooling system per Section C403.6 0402.1.5 Wall/vertical fenestration target area adjustment Indicate if component performance with target area adjustment will be used to account for vertical fenestration area in excess of the prescriptive maximum allowed C402.4.1 0502.2.2area C503.3.3 Skylight maximum Provide calculation for total skylight area as a percentage of gross roof area (SRR) for new construction, additions and alterations in ENV -SUM �� 1.4,10402.1.5.2 Roof/skylight target area adjustment Indicate if component performance with target area adjustment will be used to account for skylight area in excess of the prescriptive maximum allowed Pr C402.4.3 0303.1.3 U -factors, SHGC and VT for all fenestration assemblies Indicate U -factors, SHGC and VT values in fenestration schedules; If applicable, provide area -weighted U -factor calculation(s) used for multiple fenestration elements within the same fenestration category per Table C402.3 • Indicate if values are NFRC or default if default then specify frame type, glazing layersJap width, low -e coatings, gas -fill �� 11 C402.4.3 Permanent shading devices For windows with overhangs or permanent projection shading devices, provide projection factor calculations (Equation C4-6) and associated minimum SHGC for north and non -north orientations Building Permit Plans Checklist, pg. 3 ENV-CHK iannce Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 2012 Washington State Energy Code Compliance Project Title: 1 D� s YtlAW1rVV4 t . Date jc 9 � ( k Applicability (yes,no,na) ode Section Component Compliance information required in permit documents Location in Documents Building Department Notes In single story buildings, provide list of enclosed areas that exceed 2,500 sf, have ceiling height greater than 15 ft, and are space types required to, comply with this provision. For each area identify space type, floor area, floor to ceiling height, and any exception taken; lA C402.4.2 Spaces in single story buildings requiring skylights For each area provide calculations for percentage of conditioned floor area located within a daylight zone including skylight and eligible sidelight daylight zones; For each area provide calculations for percentage of skylight area, OR; Provide calculations for skylight effective aperture (Equation C4-5); Indicate haze factor of skylight glazing material or diffuser AIR LEAKAGE Air barrier Indicate location of continuous air barrier on plans and sections; 14) be C402.5.1.1 construction and sealing Provide details for all joints, transitions in materials, penetrations in air barrier and note method of sealing (caulked, gasketed, or other approved method) C402.5.3 Rooms containing open combustion fuel buming appliances Indicate that room(s) containing non-direct vent appliances is isolated from inside the thermal envelope with a sealed air barrier, including doorway gasketing and sealing around ductwork and piping penetrations; used for space conditioning indicate insulation provided in wall, floor and ceiling of the room envelope, and insulation required on combustion air ductwork Access openings and doors to shafts, Indicate locations of all access openings and doors to shafts, chutes, stairways and elevators; C402.5.4 chutes, stairways and doors Indicate method of gasketing, weatherstripping and sealing of these openings Outdoor air intakes, Indicate locations of all stairway enclosure, elevator shaft and building pressurization relief openings, outside air intakes and exhaust openings; 0402.5.5 0403.2.4.3 • exhausts and relief openings Note in envelope plans that all relief, outside air intake and exhaust openings shall be provided with dampers in accordance with Mechanical Section C403.2.4.3 Indicate method of sealing between light fixture housing and wall or ceiling; C402.5.8 Recessed lighting in building envelope Note in envelope plans that all recessed lighting fixtures shalt be IC rated and have an air Leakage rating not greater than 2 cfm per ASTM E283 test include these requirements in lighting fixture schedules C402.5.6 Loading dock seals Indicate weather seal at cargo and loading dock doors Indicate locations and dimensions of vestibules and air curtains; Indicate exception and criteria utilized for all building entrances and exits that do not have a vestibule or air curtain; 0402.5.7 Vestibules Indicate required performance for air curtains installed per exception 7; For unconditioned vestibules, indicate which envelope assembly (interior or exterior) complies with the requirements for a conditioned space Indicate on plans the air barrier boundaries and area catculations on all six sides of the air barrier; Indicate air barrier test method in accordance with ASTM E779 or approved equivalent; C103.2 Building leakage Indicate required maximum leakage rate for compliance. C402.5.1.2 air test Include the following requirements in project documents: (1) Submit air . barrier test report to jurisdiction once test is completed; (2) If test results exceed 0.4 cfm/fl2 at 0.3 in. wg, then visually inspect air barrier and seal noted sources of leakage; (3) Submit a follow-up report to jurisdiction noting corrective measures taken; (4) Include air barrier test report in compliance documentation provided to owner. If "no" is selected for any question, provide explanation: End of Building Permit Plans Chec TABLE A103.3.7.1(4) - continued DEFAULT U -FACTORS FOR CONCRETE AND MASONRY WALLS Framing Type and Depth Rated R -Value of Insulation Alone Assembly U -Factors for Solid Concrete Walls Assembly U -Factors for Concrete Block Walls: Solid Grouted Assembly U -Factors for Concrete Block Walls: partially Grouted (cores uninsulated except where specified) 1 in Metal Clips at 24 in. on center horizontally and 16 in. vertically (also, where allowed by Section C402.1.3, for assemblies with a ratio of metal penetration area/ mass wall area of <0.0004 or <0.04% of the mass wall area)5 1.0 in. R-3.8 U-0.210 U-0.195 U-0.182 1.0 in. R-5.0 U-0.184 U-0.172 U-0.162 1.0 in. R-5.6 U-0.174 U-0.163 U-0.154 1.5 in. R-5.7 U-0.160 U-0.151 U-0.143 1.5 in. R-7.5 U-0.138 U-0.131 U-0.125 1.5 in. R-8.4 U-0.129 U-0.123 U-0.118 2.0 in. R-7.6 U-0.129 U-0.123 U-0.118 2.0 in. R-10.0 U-0.110 U-0.106 U-0.102 2.0 in R-11.2 U-0.103 , U-0.099 U-0.096 2.5 in. R-9.5 U-0.109 U-0.104 U-0.101 2.5 in. R-12.5 -T - --.. U-0.092 _ U-0.089 U-0.086 2.5 in. R-14.0 U-0.086 ' U-0.083 U-0.080 3.0 in. R-11.4 U-0.094_ U-0.090 U-0.088 3.0 in. R-15.0 U-0.078 ; U-0.076 U-0.074 3.0 in. , R-16.8 U-0.073 U-0.071 U-0.069 3.5 M. R-13.3 U-0.082 U-0.080 U-0.077 3.5 in. R-17.5 U-0.069 U-0.067 U-0.065 3.5 in. R-19.6 U-0.064 U-0.062 U-0.061 4.0 in. R-15.2 U-0.073 U-0.071 U-0.070 4.0 in. R-20.0 U-0.061 U-0.060 U-0.058 4.0 in. R-22.4 U-0.057 U-0.056 U-0.054 5.0 in. R-28.0 U-0.046 U-0.046 U-0.045 6.0 in. R-33.6 U-0.039 U-0.039 U-0.038 7.0 M. R-39.2 U-0.034 U-0.034 U-0.033 8.0 in. R-44.8 U-0.030 U-0.030 U-0.029 9.0 in. R-50.4 U-0.027 U-0.027 U-0.026 10.0 in. R-56.0 U-0.024 U-0.024 U-0.024 11.0 M. R-61.6 U-0.022 U-0.022 U-0.022 Continuous Insulation Uninterrupted by Framing No Framing R-1.0 U-0.425 U-0.367 U-0.324 R-2.0 U-0.298 U-0.269 U-0.245 R-3.0 U-0.230 U-0.212 U-0.197 R-4.0 U-0.187 U-0.175 U-0.164 R-5.0 U-0.157 U-0.149 U-0.141 AE -24 2012 Washington State Energy Code �► •. 11-, uuk t s� 6itheoc azz-- <11;0 tittoi3c/ - 44CAft, ; = CMG ctt¢e: 1,07q •79* 0/0+ , GAN : %e (214.1►off ► Tilxv tizrt,t,t, = its a L= 0. o i • Mbocoe. ... U, b J DOJ1 3(P qac ItAttov ,V +* • H VtbN At`lht t6 te0= 107 t' • t(ik4c4hoor,Pc- CtIC) 14 Vim -+' 9217.3,5'11090 x/- 64427% Iq 1x1')c2 x'. = 4'" -ms) I- t cct2. V 1' �c41Ze n : l2' -o Z 2'bj l ,/ of 427 � -4'2J .7aq ./114441, i �rt l�Z =114 i 4114.X21::- 10AL 3'7. 02' 1 b 1 : , : 'CD 1b`.t4" Inc, g �� p� _ �'x zz,s = NoL1. • A.10,6�+ �7 )., 33 3zi31 ✓ viLoaete Rues -6 12=62" - X' I --&I[Q,t 19taIn-� >< cit = c eve 10'-(," ti64t7ooQ__ 314.-1' 9 15 �s 1c �... 1Z00 Meb'r tD.Siix 331 up (50 v" ✓ � ! : 1 I vooX'' - 1911(o'x3 .114-2' 34. _ 6464'✓ 19'x3' x3 hl ft112¢ Gp lo ►Zi -Co" • 80, 5 Yt2.- s ?l •Z‘>- *11G P4 : 80.5,c 20 & - 1/0*),Z5"- / 1t6t tol '01/4 WA AtbSs : Element: SKETCH OF ELEMENT Note: Make copies of this form for every building element. Framing Ratio (if applicable) = 6. 021, Average U Value = 'Value far Egmont (Avg.) _ (U Solid (Framing Ratio) + U (Cavity Radio)] 12 Area of Element' _ ' Area of Element is net area after openings such as doors, windows and sylights have been subtracted, Materials Thickness (inches) R / Inch Thickness R Value Solid R Value Cavity 1) 1w/ t7�.& ¢. _ `���' D. ce I o, sco 2) 60. 3) `(�1, `SA -.. 4 '1202 G )UMW -14046j ` 2.co 6) 2IN D kgeliU► aii 2) 11,2„ 7) 6/ , 5D0/.." vv. 8) Agta dR. ,fs OM 9) 10) 11) Total U U R Values . - *0/4- Value = 1/R j 6. 021, Average U Value = 'Value far Egmont (Avg.) _ (U Solid (Framing Ratio) + U (Cavity Radio)] 12 Area of Element' _ ' Area of Element is net area after openings such as doors, windows and sylights have been subtracted, 4"s f lemenl: 1wC SKETCH OF /ELEMENT Note: Make copies o1 thls form tor every bulldinp elemont Framinc Ratio (if applicable) It Material Cut -CX ba �,rl eoQ It-tf,u ,o Ft Q Thickness Fl/In Inches Thickness F Value R va'‘re Solid Cavity .. all 11.1-rAs •iy L -Summation R VLJtS IJ = 1/R U Veue for Element (Avg.) kea of Element " kea at Element ►s nei a -ea after openings such as dDors, 'rt -leo and sk/i9!- s ha -ye been subtacted. Element: SKETCH OF ELEMENT Note: Make copies of this form for every building element. r: Framing Ratio (if applicable) eft% �'P.. Wale2_ - twti51,b-rat *tit •t0a00 WerAt4411410 Average U Value = *Value forE'emenf (Avg.) = (U Solid (Framing Rano) + U (Cavity Ratio)j/2 Area of Element* * Area of Element is net area after openings such as doors, windows and sytights have been subtracted. Materials Thickness (inches) R / Inch Thickness R Value Solid R Value Cavity 1) u laE.�a �imil Mel 2) "6 OP_ s/® t V•Sty 112, 11*1 4)j 5) &it .61 X17 4tW.g -1c' 10 6) i'Nul-ut l/� buG. (Os .12„5.7- o e q 7) VtrfArDt ja ELGtit 8) 9) _ 10) 11) Total R Values U Value = l/R •2 41 b i C Average U Value = *Value forE'emenf (Avg.) = (U Solid (Framing Rano) + U (Cavity Ratio)j/2 Area of Element* * Area of Element is net area after openings such as doors, windows and sytights have been subtracted. • Element: Lexi tkt, /TILT -UP SKETCH OF ELEMENT Note: Make copies of this form tor>very bullding element. Framing Ratio (11 applicable) e Material Thickness inches R/In Thickness R Value Solid R value Catiiti GA tail (o • 4ibice bui. .(of A AO . • . Summation R Values /111--' U V&.'ve for Element (Avg.) _ Ivrea o; Element' ' Area o1 Element b net &ea alter openings such as doors, windows and skylights have been subtrAtte d. Element._.,� SKETCH OF ELEMENT Note: Make copies of this form for every building element. 1 11 11 r Framing Ratio (if applicable) MaterialThickness inches RIIn Thickness R Value Solid R va!Je Cavity ....._ ..lic? *PO *Les M 9tivo 6fi "%. �y18' 21 4 tt IT al 14ir 114Mut, tb.1 , Mwvia. 6i u :evuo ` 2.1. ourmvaulfui o. 1,1- • • . Summation R Values n �2•� tJs9R U Value for Element (Avg,) Area of Element" * Area of Element is net area atter openings such as doors, windows and skyt ghts have been subtracted. S david l ........................ architect January 08, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn; AZT TI Exterior Canopy NW Office D18-0256 11060 Tukwila International Blvd Dear Staff, The tenant has requested that a metal canopy be installed over the main entry in the NW office nodule, north side. This is now shown on the TI floor plan (T-2) and a new sheet T-13 partial elevation and section. Please review and approve for the TI permit. David Kehle Encl. 4 Revised T-2, T-13, rev S1 and 2 sets calculations REVISION NO, Z blB oviJ 1916 Bonair Drive S.W. Seattle, WA 98116 RECEIVED CITY OF TUKWILA JAN O92019 PERMIT CENTER (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com A S d kehle architect January 02, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn; AZT TI Exiting Revisoins D18-0256 11060 Tukwila International Blvd Dear Staff, The tenant storage plan and the exiting scheme originally proposed need to be changed to reflect the fire wall and exiting on each side. The attached revised sheets T-1 and T- 2 reflect the new pathway for exiting and the required exit doors. Kirby Electric has the pathway lighting and exit door lighting including the outside exit lights on an emergency circuit. I am suggesting a sign on the inside of the south door of the showroom as "not an exit" for clarification as well as the SW door in the westerly warehouse as "not an exit". This should make the exiting from these spaces very apparent. If necessary, I would be glad to meet with the Fire Dept. to review and go over exit signage. Siia, ncere) , RECEIVED CITY OF TUKWILA David Kehle JAN 0 9 2019 Encl. 4 Revised T-1, T-2. PERMIT CENTER REVISION NO�� D�8-oig9 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com MEMORANDUM www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards TO: File FROM: Public Works — Joanna Spencer, Development Engineer DATE: August 30, 2018 SUBJECT: Arizona Tile at 11060 Tukwila International Blvd TL no. 0423049014 Estimated Transportation Impact Fee Building Permit no. D18-0199 Prior to issuance of this Building permit for this project pay a Transportation Impact Fee in the amount of $27,858.92 City Engineer to determine final transportation impact fee amount. The trip generation was calculated using the Institute of Transportation Engineers (ITE) Trip Generation, Ninth Edition & Parking and Trip Generation Study by Kimley-Horn and Associates, Inc., 12740 Gran Bay Parkway West, Suite 2350, Jacksonville, Florida, 32258, dated March 2017. Previous use of building — Truck Sales — (ITE land use code 841) Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. at 2.62 trips per 1,000 sq. ft. (GFA) x 21 (21,206 sq. ft) = 55 trips. Proposed use of building — for trip generation used Warehouse -- (ITE land use code 150)Peak Hour of Adjacent Street, One Hour Between 4 and 6 p.m. at 0.85 trips per 1,000 sq. ft. (GFA) x 87 (87,592 sq. ft) = 74 trips and Office (ITE land use code 710) Peak Hour of Adjacent Street, One Hour Between 4 and 6 pm. at 1.5 trips per 1,000 sq. ft. (GFA) x 21 (21,206 sq. ft) = 15 trips, which brings it to 89 proposed new trips.. Therefore, the net trip generation is 89 trips minus 55 trips = 34 new p.m. peak hour trips. The calculated Transportation Impact Fee is 34 trips x $819.39 (Public Works Bulletin A3 — Transportation Impact Fees schedule — Zone 4) = $27,858.92 Joanna Spencer Development Engineer Public Works Department City of Tukwila Joanna.Spencer@TukwilaWA.gov 206-431-2440 Pm! A S kehled� rch ec August 13, 2018 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98118 Attn: Mr. Allen Johannessen Ms Joanna Spencer Re: AZT Tenant Improvement Permit D18-0199 11060 Tukwila International Blvd Dear Allen and Johannessen, cr.) RECEIVED CITY OF TUKWILA AUG 15 2018 PERMIT CENTER CORRECTION LTR# I am in receipt of your correction letter #1 dated August 7,2018 which included comments from both Allen and Joanna. The following are my responses to those comments: BUILDING DEPARTMENT: Mr. Allen Johannessen 1. Wall sections have been cut on Sheet T2 corresponding to sections on sheet T6 and T7. 2. The wall schedule referred to the type of wall they were (furring to 12'-6", furring to 10'- 6", separation wall, office walls etc.). However, I have added tags to the walls in the floor plan relative to the wall types. 3. The blank box was a piece of furniture, but I have removed it from the plan. 4. The demising wall between the office and warehouse was the separation wall referred to in the wall schedule. I have added the wall tag on that wall and added the detail cuts for wall to slab and wall to roof deflection track on the plan 5. The door on the north of the showroom is 1A and was covered by the exit path. 6. The building is a shell construction, and this is the first tenant in the building, so no demo is required and the existing is an open shell. PUBLIC WORKS: MS JOANNA SPENCER 1. A public works construction permit for the DDCVA will be applied for. The sprinkler shop drawings have been submitted to the fire department as required. 2. The King county Non -Residential Sewer Use Certificate was submitted to Valley View sewer district for the new side sewer connection. I am assuming that there are credits for the existing fixtures that were removed when Horizon Ford was removed. 3. Arizona Tile is taking the entire building with their offices and showroom as well as the storage racking and display. It is all apart of the tenant improvement for AZT. (206) 433-8997 1916 Bonair Drive S.W. b t 0 CI fax (206) 246-8369 Seattle, WA 98116 email: dkehle@dkehlearch.com I am assuming as we discussed when the project was first starting that there will be a credit for the Horizon Ford use on the site before the demolition. I did not flag or cloud these revisions as it would be too cluttered and confusing on the drawing and the only sheet being revised was Sheet T-2. I trust this will answer your comments and the permit will be ready to issue. If you have any other concerns or comments, please let me know. Sincerely, David Kehle Cc: Jay Blasingame 2 sets of sheet T-2 ,FW: application for SEBCO. From: Subject: Date: To: "Alan Peterson" <alan@poeconstruction.com> FW: application for SEBCO. Tue, August 14, 2018 1:25 pm "'Dave Kehle (dkehle@dkehlearch.com)"' <dkehle@dkehlearch.com> Page 1 of 2 Dave, In the email below are the quantities that Bob gave to Valley View. The attachment above is from an inspection Valley View did in the Horizon Ford building to documen the fixtures we should be getting credit for. Bob never filled out the King County from and I don't recall signing it when I picked up the permit, but Valley View did collect the information. Thanks, Alan Peterson Poe Construction Office 253-833-2400 Direct 253-218-0982 Mobile 206-551-1315 From: Bob Westgard Sent: Tuesday, August 14, 2018 12:28 PM To: Alan Peterson Subject: FW: application for SEBCO. From: Andrew LaRue [mailto:andrewl@valleyviewsewer.org] Sent: Tuesday, August 14, 2018 12:06 PM To: Bob Westgard Cc: Luis Maldonado Subject: RE: application for SEBCO. Hello Bob, CORRECyTION LTR# Your provided fixture count is in the email below. Luis and Rob inspected this building before demo and compiled the attached fixture count. When I checked our permit files, I did not seethe new permit for work that took place recently. I have included Luis to see if he can track down the current permit Let us know if the document you need is included in the attached forms. Andrew LaRue General Manager Valley View Sewer District Phone: 206-242-3236 C 11: 206-396-9290 e Fax: 206-242-1527 E-mail: andrewl@valleyviewsewer.orq<mailto:andrewl@valleyviewsewer.org> 3460 S 148th St Ste 100 Seattle, WA 98168 1 Web www.valleyviewsewer.org bie-botcri RECEIVED CITY OF TUKWILA AUG 15 2018 PERMIT CENTER haps://webmail.integra.net/src/printer_friendly_bottom.php?passed_ent_id=0&mailbox=l... 8/14/2018 FW: application for SEBCO. Page 2 ot 2 From: Bob Westgard [mailto:bobw@poeconstruction.com] Sent: Tuesday, June 26, 2018 9:48 AM To: Andrew LaRue <andrewl@valleyviewsewer.org> Subject: RE: application for SEBCO. Andrew, here is a better list. 1 drinking fountain, 1 kitchen sink, 1 urinal, 6 lavatory sinks, 7 water closets, and 1 mop sink. Thanks Bob. From: Andrew LaRue [mailto:andrewl@valleyviewsewer.org] Sent: Tuesday, June 26, 2018 9:17 AM To: Bob Westgard Subject: RE: application for SEBCO. What type is each fixture? Sorry I did not clarify that. Each has a separate value. See the attached sheet and you'll see what I mean. Andrew LaRue General Manager Valley View Sewer District Phone: 206-242-3236 Cell: 206-396-9290 Fax: 206-242-1527 E-mail: andrewl@valleyviewsewer.org<mailto:andrewl@valleyviewsewer.org> 3460 S 148th St Ste 100 Seattle, WA 98168 1 Web www.valleyviewsewer.org From: Bob Westgard [mailto:bobw@poeconstruction.com] Sent: Tuesday, June 26, 2018 8:47 AM To: Andrew LaRue <andrewl@valleyviewsewer.org<mailto:andrewl@valleyviewsewer.org>> Subject: application for SEBCO. Hello Andrew, The fixture count for new building is 16. Thanks Bob. Attachments: winmail.dat Size 2.1M T pe:.application/ms-tnef https://webmail.integra.net/src/printer_friendly_bottom.php?passed_ent id=0&mailbox=l... 8/14/2018 API david December 1, 2016 Valley View Sewer District 3460 So. 148th St., Suite 100 Tukwila, WA 98168 Attn: Mr. Dana Dick RE: 11000 Building 11060 Tukwila International Blvd Development Permit D16-0281 Dear Dana As a part of the correction letter correction letter 1, dated 11-02-16, Joanna Spencer of PW has requested that I submit for a capping permit for this site. The current user is Horizon Ford. A new tilit- up concrete warehouse with future offices will be constructed on the site. There will be a demo permit for the existing buildings and site with future building permit with construction late spring 2017. I have included your form filled out with me as the contact person for now. I have also included the demo drawing with the capping highlighted and the future building site plan. Please advise if you need anything else for this and let me know that you have received the application. I can then give that to Joanna. My e-mail is dkehle@dkehlearch.com. Si; -go 40/ David Kehle 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com August 07, 2018 City of Tukwila Department of Community Development DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0199 ARIZONA TILE - 11060 TUKWILA INTERNATIONAL BLVD Dear DAVID KEHLE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seaUstamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. For clarification, there are wall section details on sheetsT-6 and T-7 that I could not find referenced on the floor plan as to the location for those details. Please clarify. 2. The wall schedule has several walls specified, however not all walls on the floor plan are referenced to those in the schedule. Please clarify. 3. To the right of office 15, by door N7 is a blank box with no notes or references. Please clarify or remove the box. 4. I could not see a wall reference for the demising wall to the storage area. Provide the reference for clarification. Indicate the rating of that wall. 5. North of showroom 1, the exterior door is indicated with a circled A where others have a number. Please clarify with the referenced doors. 6. A demolition plan or existing plan was not provided. Please clarify or provide a demo plan. Note: Contingent on response to these corrections, further plan review may request for additional corrections. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) As of today, Public Works has not received a PW construction permit application for installation of a Detector Double Check Valve Assembly (DDCVA) inside the building. Plans for DDCVA shall be prepared, stamped and signed by NICET Level III certificate of competency holder. Tenant improvement permit cannot be issued until application for DDCVA is received. • 2) Applicant shall submit King County Non -Residential Sewer Use Certification and list all plumbing fixtures to be installed under Arizona Tile TI permit. • 3) Sheet T-1 shows rack storage in the remaining portion of the warehouse building. Is the rack storage and display area part of Arizona Tile business operation? Please provide explanation in writing. PW needs to take this info under consideration to assess correct traffic impact fees, since none were paid under the shell building permit. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, "m49 ?-5,1 Bill Rambo Permit Technician File No. D18-0199 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0199 DATE: 01/09/19 PROJECT NAME: ARIZONA TILE SITE ADDRESS: 11060 TUKWILA INTERNATIONAL BLVD Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 2 after Permit Issued DEPARTMENTS: f (Wo 1\111\11 °I Building Division 14 Pe I \ Public Works kfiA p(c) 0.11161 Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 01/10/19 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 02/07/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0199 DATE: 01/09/19 PROJECT NAME: ARIZONA TILE SITE ADDRESS: 11060 TUKWILA INTERNATIONAL BLVD Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: t-� tc\1\1111; Building Division r3(/) Pti 461 ublic Works PRELIMINARY REVIEW: pe? 0,61#1 Fire Prevention Structural to la" q1k1,1 Planning Division 111 Permit Coordinator rim Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 01/10/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 02/07/19 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 q,ERMIT CORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0199 DATE: 08/15/18 PROJECT NAME: ARIZONA TILE SITE ADDRESS: 11060 TUKWILA INTERNATIONAL BLVD Original Plan Submittal Revision # before Permit Issued Revision # after Permit Issued X Response to Correction Letter # 1 DEPARTMENTS: 4W C 9-20-( Building Division p Ai? t6 Public Works Fire Prevention Structural n Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 08/16/18 Structural Review Required DATE: El APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) Notation: J-34dib{/rj DUE DATE: 09/13/18 Approved with Conditions Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0199 DATE: 06/27/18 PROJECT NAME: ARIZONA TILE SITE ADDRESS: 11060 TUKWILA INTERNATIONAL BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: A3 Ct yr?- 140-(6 Building Division IN Cor Pu lic Works Auk '7 -{3 -ie �� 4Q Planning Division Fire Prevention Structural IN Permit Coordinator II PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVI.EWER'S INITIALS: DATE: 06/28/18 n Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Corrections Required (corrections entered in Reviews Denied (ie: Zoning Issues) DUE DATE: 07/26/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping 0 PW Staff Initials: w� 12/18/2013 PROJECT NAME: Av\2cIv\ x 1 SITE ADDRESS: IOU) 0 T .;6 . ) PERMIT NO: lel-Or 9 ORIGINAL ISSUE DATE: Q 1R-ig REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF ITLS 1 1—q 1/ IM/L .)--'40—r 1 Summary of Revision: i- f t e,c%.i.-ill Prill'\ "dell rte- (9a I Received by: CZ),2---- / Received by: - REVISION NO. (please DATE RECEIVED STAFF INITI LS ISSUED DATE STAFF INITIALS Summary of Revision:-elnr'1 CAS' 4-0 .e i..eridw- d, -f- '4\-e., rte- (9a I Received by: CZ),2---- / (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Steve Lancaster, Director 1 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ./169 111 0 Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # Plan Check/Permit Number: after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: OSP *i 1®(00 ttkV) (GA WEi211-61IC0113G1P Contact Person: It O V/ Phone Number: ( -433 M 614-- Summary of Revision: Project Address: 4c o— R€CEIVED CITY OF TUKWILA 0 PERMIT CENTER Sheet Number(s): t 1'31 ik 4 &e.11 • "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 0 Entered in Permits Plus on tapplications\forms-applications on line'revision submittal Created: 8-13-2004 Revised: City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Steve Lancaster, Director 1 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: t2 i ! d 671,\ I Plan Check/Permit Number: t2 1 V ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # [X Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 413e° Alt 1 t Project Address: 1 O%0 I 7((o Mrevbokb L-► too �--t Contact Person: \MD 44 Phone Number: ,qQ•- -3� - "1-+—� Summary of Revision: UViONO bdt1L/4 Titfilk$41, RECEIVED CITV OF TLJKWILA JAN 0 9 201 Sheet Number(s): 4 Z vt "Cloud" or highlight all areas of revision including date of revisio� Received at the City of Tukwila Permit Center by: C3— Entered in Permits Plus on lapplicationslforms-applications on line revision submittal Created: 8-13-2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: �� Y �!/ Plan Check/Permit Number: D18-0199 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 111. Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Arizona Tile Project Address: 11060 Tukwila International Blvd Contact Person12'tO tki Phone Number: ' 4 '" Summary of Revision: *-istibotec RECEIVED CITY OF TIJKWILA AUG 15 71156 PERMIT CENTER Sheet Number(s): 174 -- "Cloud" or highlight all areas of revision including date pf revision Received at the City of Tukwila Permit Center by: 0 --Entered in TRAKiT on e"(S—( Q' C:\Users\bill-r\Desktop\Revision Submittal Form.doc Revised: August 2015 esidential Sewer l n Certification Mage Treatment Capacity Charge o be completed for all new sewer connections, econnections or change of use of existing connections. »lease Print or Type (.5,(4,(s'T �t�i�� €. 'roperty Street Address ;ity wqe I(05 State ZIP ►wner's Name )wner's Mailing Address State ZIP )wner's Phone Number including Area Code 'roperty Contact Phone Number including Area Code 'arty to be Billed (if different from owner) lddress :ity State ZIP L. Fixture Units 0 .� `' .2'. (4. {- ' 1 ya 1 Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 I Hose bibb (interior) 2.5 2.5 I Clothes washer or laundry tub 4 2 Sink, bar or lavatory 2 1 111 41 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 1 i I Sink, wash fountain, circle spray 4 3 Jrinal, flush valve, 1 GPF 5 2 1 1 Jrinal, flush valve, >1 GPF 6 2 Nater closet, tank or valve, 1.6 GPF 6 3 i i i 1 Nater closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total Fixture Units _ 20 RCE King County Department of Natural Resources and Parks Wastewater Treatment Division For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # C7LiL' (Ant Lt Subdivision Name Subdiv. # Building Name (if applicable) City or Sewer District S L v rt n•t c.t4 w�a 2 to • Lay 'a Connection • Lot # Block # Side Sewer Permit # ~l Lig I Please report any demolitions of pre-existing structures on this property. Credit for a demolition may be given under some circumstances. (See King County Code 28.84.050, 0.5) Demolition of pre-existing structure? ❑ Yes ❑ No Was structure on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes [] No Sewer disconnect date Type of structure demolished Request to apply demolition credit to multiple structures? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Estimated Wastewater Discharge: Gallons/days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) _ 187 RCE C. Total Residential Customer Equivalents: (add A & B) A +B Total RCE ursuant to King County Code 28.84.050, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity large. The amount of the charge is established annually by the Metropolitan King County Council at a rate per month, per residential customer or residential istomer equivalent, for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. 1 future billings can be prepaid at a discounted amount. uestions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-477-5516. understand that the information given is correct. I understand that the capacity charge levied will be based n this information. 1 understand that any deviation may result in a revised capacity charge. ignature of Owner/Representative Date rint Name of Owner/Representative 10_6969w_nonres_sewer cap_chg 1058-indd White — King County Yellow — Local Sewer Agency Pink — Sewer Customer (Rev. 10/16) •®+20mi Sewage Treat ewer USe C ertificatio rob t Capacity Charge e completed for all new 0/ reconnections or change of sewer connections, use of existing connections. Please Print or Type o Pro City erty S reet Address ik4l Owner's Name Owne's ailing Address "- tq City r Ow er's Phone Nu tu��. N - ir ber including Area Co ....-1,...41. Prope Contact� Phone Number including Area Code Party to be Billedif ( different from owner) Address State State City State A. Fixture Units Fixture Units x Number of Fixtures = Kind of Fixture Total Fixture Units Fixture Units No of Fixtures Bathtub and Show•Public Public I"i1Ptl� Shower, per head .Cp Air if es. ZIP tetI ZIP Dishwasher Total Fixture Units �© IZ123© ovv"'„�v mral emsmain vvvo"-,,vvm Sink, other (service) 0©-vm ®vAMI allE Water closet, tank or valve, 1.6 Gp 6 ®-v� Water closet, tank or valve, >1.6F ©-� GPF 0 �� IMINISION Total Fixture Residential Customer E Units Wall 20 fixture units equal 1.0 RCEgRCEent (RCE) Total Fixture Units 20 = Drinking fountain (each head) Hose bibb (interior) Clothes washer or laundry tub Sink, bar or lavatory Sink, Clinic flushing Sink, wash fountain, circle spray RCE ZIP For King County Use Only Account # No. of RCES Monthly Rate Property Tax ID # Ol f43�1 Subdivision Name (�J Subdiv. # Building Name (if a PPlicabie)_ City or Sewer District 1/ -- Date Date of Connection Side Sewer Permit # Please re � T pod any demolitions of Credit for a demolition preUnde in g� (See King County Code 28.84.050, be given under s p„ Some circumstances. Demolition of pre_existin Was stn, g structure? _ cture on Sanitary Sewer? „ es ❑ No Was Sewer connected beforeYes 0 No date �� Sewer disconnect y1�90? li Yes 0 No TYPe of structure demolished 7 43 Request to apply demolition c ��° credit to multiple structures? B. Other Wastewater Flow Yes 44 Type of Facility/Process: (in addition to Fixture Units identified in Section A) RECEIVED Ul D pngentounty Wastewater rr Natural I eatmer Lot # Block # Estimated Wastewater Discharge: _ Gallons/days 187 gallons per y eq uals 1.0 R 1iResidential CustomerEquivalenWir CENTER Discharge (gal/day) _187 RCE C. Total Residential (add A & B) Customer Equivalents: TUKWIU AUG 15 2018 Pursuant to King County Code 28. A charge. amount of the char 840ee mens + B all sewer Gusto customer equivalent, fora 8. is established annual) Who establish a All future TheiKin can be ppnar of s esta Y by the Metro new service which uses Total ca Are aid at a discounted amouhe nt!Aose of the chapohtan King Coun metropolitan sew E subject to a pacity Questions a ivafe the carge is to recover council at a rate age facilities s regarding pacify chargecosts of per month, hall be I understand that the info this form should be referred toProviding sewa per residential information or King9e treatment ca cu; on this information. I understand that a is co ect. I cO1" parity for ne understand at sTreatment Division at will devia ;l . result that the capacity Signature of Owner/Re Y result in charge4j'S51g, Owner/Representative a revised ca levied will be pacify charge, based rint Name of Owner/Re presentative 51o_6969w_nonressewer cap oh9_1o58.indd Date gj f I e White - King County Yellow - Local Sewer Agency Pink - Sewer Customer SIDE SEWER PERMIT APPLICATION ALLOW 24/48 HOURS FOR ISSUANCE OM> (14tretg Wrep) 11O('0 rmo 1110246 -Oak, 016 zvaNtich COAir Or 435-81€11- c -8ta -c tom. 0.42,,t74. 1014 ; 03z,e4. ologi For Office Use (Pre -Permit Completion) PERMIT# IL+97 RECEIPT # ") k.4 Es. (c, ) ACCOUNT # IC/SS ACCOUNT # PACER CREDIT CHECK: YES / NO DELINQUENT CHARGES: ki'' , (.`/5//,,(.' METRO BILLING START DATE: DATE OF CONNECTION: t • Z (n • 2-0 1 `3 Circle: RESIDENTIAL / iME L / AADU / DADU affiLkl Et ale lee .tritiEP--. CHARGES: CHARGE IN LIEU OF ASSESSMENT GENERAL FACILITY CHARGE * SYSTEM FACILITY CHARGE SWSSD / MIDWAY CHARGE UNIT CHARGE DEVELOPER EXTENSION PAYBACK METRO FORM: YES/NO PERMITS: SIDE SEWER SIDE SEWER (PRIVATE PUMP) REPAIR (SPOT) $15.00 REPAIR (TRENCH) �PPIt�� $70.00 For Office Use $100.00 $150.00 $100.00 RIGHT OF WAY PERMIT RECORDING FEES IC CONTRACT + LIEN SS CONTRACT + LIEN IC + SS + LIEN TEMP SVC AGREEMENT EASEMENTS (2 PAGES) CERT. OF FUTURE CONNECTION Noe - 'TOTAL CHARGES $139.00 $140.00 $142.00 $112.00 $74.00 $73.00 $ —70 _ cs o COMMENTS / LEGAL: INSTALLMENT CONTRACT CHARGES 1st CONTRACT PAYMENT $ RECORDING FEE PERMIT FEE OTHER TOTAL 1$ INFILL LOT UNIT CHARGES*" • ULID 20 1$875.50 • ULID 24 / $3387 00 • ULID 34 / $4335.90 • ULID 33 / $7803.00 • CDS ! $4875.00 • ULID 43 / $8286.00/5.5% (2006) • ULID 41 / $3856.00/5 5% (2007) • ULID 45 1$6400.0016.0% (2007) • CDBG (I) / $2000.0012.0% (2012) • W OF 33 / $3176.00/3.0% (2014) * If residence was billed in ULID prior to ULID 18 (RVSD) or ULID 20 (VVSD) no GFC is collected unless out of billing for 5 years Inside ULID boundary or abutting properly Not complete list. Check connection charge layer. POE CONSTRUCTION INC Washington State Department of `% Labor & Industries Hotnc Espanol Contact Search L&l A -Z index Help Page 1 of 3 My L&I Safety & Health Claims & Insurance Workplace Rights Trades & Licensing POE CONSTRUCTION INC Owner or tradesperson Principals WILLIAMS, WAYNE WALTER, PRESIDENT PETERSON, ALAN DONALD, VICE PRESIDENT POE, CHARLES EARL, SECRETARY POE, FRED W (End: 01/01/1980) CLARK, DENNIS M, CHIEF OPERATING OFFICER (End: 01/16/2006) FRY, KYLE R, TREASURER (End: 02/18/2010) POE, CHARLES E, PRESIDENT (End: 04/10/2015) WILLIAMS, WAYNE W, VICE PRESIDENT (End: 04/10/2015) PETERSON, ALAN DONALD, SECRETARY (End: 04/10/2015) REIFSCHNEIDER, CAROL M, SECRETARY (End: 07/09/2003) WELFRINGER, SUZANNE M, TREASURER (End: 07/09/2003) Doing business as POE CONSTRUCTION INC WA UBI No. 171 004 362 PO BOX 1838 AUBURN, WA 98071-1838 253-833-2400 KING County Business type Corporation Governing persons ALAN PETERSON CHARLES POE; WAYNE WILLIAMS, KYLE RAY FRY; 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. POECOI*247QZ Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=171004362&LIC=POECOI*247QZ&SAW= 9/19/2018 POE CONSTRUCTION INC Effective — expiration 11/09/1976— 05/01/2019 Bond Safeco Ins Co of America Bond account no. 69s009891 $12,000.00 Received by L&I Effective date 05/11/2012 04/20/2012 Expiration date Until Canceled Insurance . _ ...................... Phoenix Insurance Company, The Policy no. DTC0526D9242PHX18 $1,000,000.00 Received by L&I Effective date 04/24/2018 05/01/2018 Expiration date 05/01/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ................................................. . No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 240,917-00 Doing business as POE CONSTRUCTION INC Estimated worker reported Quarter 2 of Year 2018 "51 to 75 Workers" L&I account contact TO / KARLA BOWMAN (360)902-5535 - Email: BOWK235@Ini.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 06/18/2015 Inspection no. 317936341 Location 9726 47th Ave SW Building 17 Lakewood, WA 98499 Inspection results date 03/26/2014 Inspection no. No violations No violations Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=171004362&LIC=POECOI*247QZ&SAW= 9/19/2018 POE CONSTRUCTION INC 316969146 Location 4123 142nd Ave E Sumner, WA 98390 Inspection results date 01/29/2014 Inspection no. 316961697 Location 4123 142nd Ave E Sumner, WA 98390 Inspection results date 11/05/2013 Inspection no. 316891829 Location 14512 32nd St E Sumner, WA 98390 No violations No violations Page 3 of 3 v Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=171004362&LIC=POECOI*247QZ&SAW= 9/19/2018 DOOR SCkUL FOVI LEPER HANDLES ON ALL DOORS 1,14,14 3'-0" X T-0" STOREFRONT DOOR, ALUMINUM FRAME, EXIT PADDLE INSIDE, KEYED OUTSIDE, CLOSER, MAX. 1/2" THRESHOLD, WEATHERSTRIP (U=0.60) 2-E3 3'-0 X T-0" H. MTL DOOR INSULATED, H. MTL 15,23,31 FRAME, LOCKSET (INSDIE HANDLE TURNS FREELY 34,52 TO EXIT), 1 1/2 NRP BUTTS, CLOSER, MAX. 1/2" THRESHOLD, LATCH GUARD, DRIP CAP, WEATHERSTRIP (U=031) (3,4 ARE 2 HOUR RATED) 16,32,33 14'X16' OVERHEAD DOOR, 2" EPS INSULATION, WEATHERSTRIP, SLIDE LATCH (U=021) 1S-22,24-30 91X10' OVERHEAD DOOR, 2" EPS INSULATION, 35-38,41-50 WEATHER STRIP, SLIDE LATCH, WITH DOCK SEALS (U=021) DELETE DOOR 49 (SEE BELOW) 39 91X10' COILING OVERHEAD DOOR, 3/4 HOUR RATED, WEATHERSTRIP, SLIDE LATCH, DOCK SEALS 40 3'-0' X T-0" H. MTL DOOR INSULATED FIRE RATED 3/4 HOUR, H. MTL FRAME, LOCKSET (INSIDE HANDLE TURNS FREELY TO EXIT), 1 1/2 NRP BUTTS, CLOSER, MAX 1/2" THRESHOLD, LATCH GUARD, DRIP CAP, WEATHERSTRIP (U=0.31) 53-54 14'X16' COILING OVERHEAD 3 HOUR RATED FIRE DOOR WTH SMOKE ACTIVATION OR CLOSE WITH POWER 1055 TO SMOKE DETECTOR. NOT LIMITED TO 156 SF PER 106.8 EXCEPTION 2. MAX WIDTH OF PROTECTED OPENING IS 25% OF WALL LENGTH = 45' MAX. 56 SAME AS 53,54 BUT TO BE 16'WX16'TALL 51 55 28 49 11 12'X14' DRIVE IN DOOR, FIX IN DOWN POSITION, LOCK, SEAL OUTSIDE, SIGN "DOOR BLOCKED", TENANT TO FURR DELETE DOOR, FUTURE KNOCK DOOR 11'x16' DELETE DOOR 25' CHANGED TO 3' -0"Xi' -0" STOREFRONT DOOR, LOCK, THRESHOLD, CLOSER, WEATHERSTRIP, SAFETY GLAZING DELETE DOOR 11 DOOR 2 TO RE FUTURE OPENING, SOLID CONCRETE NOW ADD MOTORIZED OPERATORS ON DOORS 32,33,21,16,53, NEW DOOR SCHEDULE N1,N13 NEW 3'-0"XS'-0" SOLID CORE WOOD,WITI4 SAFETY GLASS WINDOW STAINED, TIMELY PRE FINISHED FRAME, 2 PAIR BUTTS, HARDWARE GROUP 3 N2 NEW CASED OPENING, 3'-0" X 8'-0" TIMELY PRE FINISHED FRAME N3,N8 NEW 3'-0"X 8'-0" DOUBLE ACTING SOLID CORE WOOD, STAINED, TIMELY PRE FINISHED FRAME, BOMMER HINGES WITI4 PUSH PLATES EACH SIDE, KICKPLATE HARDWARE GROUP 4 N4 -N6 NEW 3'-0" X 8'-0" SOLID CORE WOOD WITH SAFETY GLAZING, STAINED, TIMELY PRE FINISHED FRAME, 2 PAIR BUTTS N 1 NEW 3'-0' X 8'-0" HOLLOW METAL DOOR, PAINTED, TIMELY HOLLOW METAL FRAME, PAINTED, 2 PAIR BUTTS, SAFETY GLAZING INSULATED), HARDWARE GROUP 2, (U=035) N9N10 NEW 3'-0"X 8'-0" SOLID CORE WOOD STAINED, TIMELY PRE FINISHED FRAME, 2 PAIR BUTTS, HARDWARE GROUP 6 NI1,N12 NEW 3'-0"X 5'-0" SOLID CORE WOOD STAINED, TIMELY PRE FINISHED FRAMES, 2 PAIR BUTTS, HARDWARE GROUP 4 N13 NEW 3'-0"XS'-0" SOLID CORE WOOD STAINED, TIMELY PRE FINISHED FRAME, 2 PAIR BUTTS, SAFETY GLAZING, HARDWARE GROUP 4 N14 NEW 3'-0" X 8'-0" SOLID CORE WOOD DOOR, STAINED, TIMELY PRE FINISHED FRAME, 2 PAIR BUTTS, SAFETY GLAZING, HARDWARE GROUP 2 N15 NEW 3'-0"XS'-0" SOLID CORE WOOD STAINED, TIMELY PRE FINISHED FRAME, 2 PAIR BUTTS, HARDWARE GROUP 1 Nib NEW 3'-0" X 8'-0" HOLLOW METAL DOOR, PAINTED, HOLLOW METAL FRAME PAINTED, 2 PAIR BUTTS, HARDWARE GROUP 2 (U-035) HARDWARE GROUPS: HARDWARE SCHLAGE SATURN, LEVER GROUP 1, 2 PAIR HINGES, LOCKSET, CLOSER GROUP 2, 2 PAIR I -TINGES, LOCKSET, CLOSER, WEATHERSTRIP, SWEEP, KICK PLATES, TI-IRESHOLD, SILENCERS GROUP 3, 2 PAIR HINGES, PASSAGE SET, CLOSER GROUP 4, 2 PAIR HINGES, PUSH,PULL CLOSER, MOP PLATE, KICK PLATE, SILENCERS, WALL STOP GROUP 5, 2 PAIR HINGES, LOST, CLOSER, KICK PLAE, SILENCERS, WALL STOP GROUP 6, 2 PAIR 1-11NG.ES WITH t^LGSgR_PRIv4GYLOCK_ SILMNG�RS_ WALL STOP WALL SCHEDULE: A EXTERIOR FURRED: EXISTING TILT UP CONCRETE WALL, 112 RIGID INSULATION CONTINUOUSNEW, 3 5/8" X 20 GA. STEEL STUD * 24 TO 12'6" AFF". R 21 BA' AND + 102" (CENTER L INENAPOR BARRIER AND 5/8" GYP BD (U=0.04) Al ABOVE 12'-6" INSTALL 6" R-19 STICK PIN BATT INSULATION WITH FS 25 VINYL TO FACING VAPOR BARRIER TO ROOF DECK (U=0.045) FURR AT SPANDREL, EXISTING GLAZED SPANDREL PANEL (U=036), 3 5/8" STEEL STUD AT 24" O.C. (ALIGN WITI4 CONCRETE FURRING), R-21 BATT INSULATION TO FIRST MULLION, VAPOR BARRIER, 5/8" GYP BD (U=0.04) ABOVE WINDOW HEAD, INSTALL 1 AND 1A. PROVIDE 6 "X16GA STRAPPING AT +15" AFF TO CL. C. FURRED CONCRETE: EXISTING CONCRETE WALL, PURR LIKE A ONLY TO 10'-6" AFF WITH METAL STRAPPING (U=0.04) ABOVE10'-6" INSTALL 6" R-19 STICK PIN INSULATION WITH FS 25 VINYL FACING VAPOR BARRIER TO ROOF DECK (U=0.04) D IN FILL: NEW 6" X20 GA STEEL STUD AT 24" O.C., WITH EXTERIOR METAL DOOR TO REMAIN DOWN AND LOCKED, SEAL EDGES, R-112 RIGID INSULATION AND 1/2" PLYWOOD, R-25 BATT INSULATION„VAPOR BARRIER, 5/8” GYP ED (ALIGN WITH CONCRETE FURRING. E. SEPARATION WALL: 8"X 20 GA STEEL STUDS AT 24" O.C. FULL HEIGHT TO ROOF DECK WITH DEFLECTION TRACK, 5/8" GYP BD EACH SIDE, R-25 BATT INSULATION, R 11.2 RIDGID INSULATION ON WAREHOUSE SIDE, VAPOR BARRIER ON WARM SIDE (U= 0.026) F. INTERIOR STUD: 3 5/8" X 20 GA STEEL STUD AT 24" O.0 TO 12'-6" AFF, SOUND BATT INSULATION, 5/8" GYP BD EACH SIDE, TWO ROWS OF 6" X 16 GA STEEL STRAPPING AT +51" AND +96" TO CENTER LINE IN SAMPLE ROOM, ADD STRAPPING TO INSIDE AND ADJACENT TO ORDER DESK, PROVIDE WATER RESISTANT GYP BD IN RESTROOMS G. SAME AS F WITHOUT STRAPPING, WATER RESISTANT GYP P. H. INTERIOR STUD: 3 5/8" X 20 GA STEEL STUD AT 24" O.C. TO 10'6" AFF, 5/8" GYP BD EACH SIDE, TWO ROWS OF 6"X 16 GA STEEL STRAPPING AT +51" AND +102 "AFF, BOTH SIDES OF NORTH WALL, INSIDE EAST AND SOUTH WALLS, 5/8" GYP BD. I RESTROOM WALLS: 3 5/8" GYP BD X 20 GA STEEL STUD AT 24" O.C. TO 9' AFF (CEILING), WITH 5/8" WATER RESISTANT GYP BD EACH SIDE (INSIDE RESTROOMS), SOUND INSULATE. J PLUMBING WALL: STAGER 3 5/8" GYP BD X 20GA STEEL STUDS AT 24" O.C. ON 8" Z.1 STL TRACK SILL PLATE, TO 9'AFF (CEILING) WITH 5/8" WATER RESISTANT GYP BD EACH SIDE, SOUND INSULATE K INTERIOR OFFICE: 3 5/8" X 20 GA STEEL STUD AT 24" O.C. TO 10'-6"AFF WITH SOUND BATT INSULATION, 5/8" GYP BD EACH SIDE. NEW CANOPY ABOVE NEW RECESS SLAB FOR TILE ENTRY `i 41 ACCESSIBLE ENTRY 'EXIT PATHWAY WITH BATTERY /BACKED UP LIGHT FIXTURES. suowRoort SHOWROOM SEP REI BUI FILE Y PermltNo. �ll�"i Plan review approval Is subject to errors ana omissions. Approval of construction aocuments aoes 'iot auth: rize the violation of any adopted code or ordinance. R • j approved Flea Copy and nowleagea: City of i Kwua BUILDING DIVISION RATE PERMIT UIRED FOR: Mechanical { Electrical /Plumbing Gas Piping ityy of Tukwila DING DIVISION REVISIONS No changes snail be made to the scope of work without or;or .aporoval of the Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may Include additional plan review. EXIT PATHWAY WITH BATTERY BACKED UP LIGHT FIXTURES. !ROOM FINISH SCHEDULE: EGGSHELL ENAMEL THROUGHOUT, FLOOR: CERAMIC TILE BY AZT BASE: CERAMIC TILE BY AZT WALLS: GYP BD LEVEL 5 FINISH 96" TO 144" CLG: SUSPENDED ACOUSTIC +12' AFF 2,5-1,15 FLOOR: CARPET TILE BASE: 4" RUBBER WALLS: GYP BD PAINTED, LEVEL 5 FINISH CLG: SUSPENDED ACOUSTIC +10' AFF 3,4,13,14, FLOOR: CERAMIC TILE PERMIT, BY AZT 16,18 BASE: CERAMIC TILE BY AZT WALLS: GYP BD LEVEL 5 FINISH 96" TO 144" LEVEL 5 FINISH IN HALL AND BREAK !ROOM CLG: SUSPENDED ACOUSTIC 10' AFF 9-12 FLOOR CERAMIC TILE PEI:.::. ANENT 5Y AZT BASE CERAMIC TILE BY AZT WALLS: CERAMIC TILE TO +4S" AFF BY AZT GYP BD PAINTED ABOVE, LEVEL 5 FINISH CLG: GYP IBD PAINTED, LEVEL 5 FINISH 11 FLOOR: EXPOSED CONCRETE SEALEDjIM-80 JOINT FILLER BASE: NONE, RUBBER BASE ON BYP BD WALL WALLS: EXPOSED CONCRETE, NO PAINT, PAINT STEEL COLUMNS SAFETY YELLOW TO +96" OF, GYP BD WALLS, PAINTED, LEVEL 4 FINISH CLG: EXPOSED WOOD ROOF STRUCTURE, NO PAINT 5i ALLIGN WALLS AND FURRING ADD 6" STRAPPING WALL TYPE ME PLATF ACCESS LADDER TO PLATFORM AND TO ROOF HATCH i 4— N th 0 W 0 0- DRAWN BY 06-01-10 0 w 0 0 0 DESCRIPTION w 0 u_ 0 4 - cit G 0 F rn(.0 nth CO CO to co toN 00 w ox CL WAREHOUSE EX. ELECT 0 7(7 FINISH NOTES: 1. ALLOW FOR 1 ACCENT WALL COLOR PER ROOM 2. LEVEL 5 GYP BD FINISH THROUGH OUT EXCEPT BEHIND D ISLAYS, +96" TO 144" 3. SUSPENDED ACOUSTIC CEILING TO BE ARMSTRONG 2'X2' PRELUDE 15/16" WITH DUNE TEGULAR 2'X2' TILE 4. CARPET TILE-MOHAIU( ICONIC EARTH COLLECTION, DRIFTWOOD GROUND 953 CREAM SLATE -RANDOM INSTALLATION 5. WALL PAINT : MAIN: FRAZEE STERLING COIN 8182W -EGGSHELL ACCENT 1 FRAZEE STONEWALL 8183 -EGGSHELL ACCENT 2 DUNN ENDWARDS RULE CHIP 5861 -EGGSHELL 6. WAREHOUSE WALL: ICI SWISS COFFEE 2012 -EGGSHELL 1. HARD LID CEILINGS: ICI SWISS COFFEE 2012 -MATTE 8. HOLLOW METAL DOOR AND FRAMES: BLACK SEMI GLOSS 9. BOLLARDS PIT ANGLES, GUARDRAILS: SAFETY YELLOW -SEMI GLOSS 10. WOOD DOORS: STAIN/LACQUER - SHERWIN WILLIAMS WOOD CLASSICS 3132 BEACHWOOD STAIN, 2 COATS CLEAR COAT. 11. ORDER DESK, COFFEE STATION, PRINTER COUTNER- SHERWIN WILLIAMS, TRICORN BLACK SW6258 SATIN, PROVIDE BLACK LACQUER SAMPLES TO AZT FOR APPROVAL FINISH NOTES:: A. BREAKROOM MILLWORK PLASTIC LAMINATE, VERTICAL SURFACES, WILSON ART ASIAN NIGHT -1949k-18, HORIZONTAL SURFACES -WILSON ART ARDEN PARK CARRERA- Y0311k-22, BLACK MELAMINE ADJUSTABLE SHELVING. NOTES: 1. NEW HOLLOW METAL DOORS AND FRAMES TO BE PAINTED BLACK 2. DOOR WINDOWS TO BE 24" X 36"SAFETY GLAZING IN METAL FRAMES THAT ARE FACTORY PAINTED TO MATCH TIMELY DOOR FRAMES. 3. 18" WIDE FULL HEIGHT SIDE LIGHTS AT OFFICES AND BREAKROOM TIMELY FRAMES 4. TIMELY PER FINISHED FRAMES TO BE ALUMATONE FINISH SC108 5, SOLID CORE WOOD DOORS TO BE "HALEY" ROTARY CUT WHITE BIRCH, SHERWIN WILLIAMS "WOOD CLASSICS" 3132 BRICHWOOD SATIAN, 2 COATS CLEAR SEALER,PROVIDE STAIN SAMPLES TO AZT FOR APPROVAL 6. LOCKSETS AND PASSAGE SETS TO BE SCHLAGE AL SERIES, SATURN LEVER SATIN. 1. DOORS 1,1A,N1,1•I3,N5,NS,NS,N10 WILL HAVE TRANSITION THRESHOLDS BETWEEN SLIGI-ITLY UNEVEN FINSIH FLLOR HEIGHTS. COORDINATE WITH AZT INSTALLATION CREW. SOME FIELD ADJUSTMENT, OR FIELD CUTS COULD BE NECESSARY AT UNDER SIDE OF DOOR, OR AT THE FRAMES AT THESE LOCATIONS. SIGN I ` IDE DOOR 4,"NOT F 1. SHOWROOM FACEPLATES, OUTLETS ORDER DESK TO EE BLACK 2. BOLLARDS TO BE LOCATED AT ALL DRI DRIVE THROUGH DOORS, PAINT SAFETY YELL 3. PROVIDE 4'X8' FIRE RATED PLYWOOD BACK B SWITCHES REDUCE ILET STALL IN IT CLOSET SEE BLOW UP SHEET T-3 H MOVE 1 OR WATER TANK FULL SI £ • Y STAND AND OVER D T LOOK DRAIN. ELEV -V EL' FOR OMPLIANCEI ROVED WINDOW SCHEDULE: EXISTING STOREFRONT INSULATED GLAZING,; AND THERMAL BROKEN ALUMINUM FRAMES U=0.036 WI NEW ALUMINUM STOREFRONT TO MATCH EXISTING (U=036) SAFETY GLAZING PER CODE. W2 NEW 8'X4'-6" +42" AFF INSULATED GLAZING IN TIMELY PER FINISHED FRAME W3 NEW 18" FULL HEIGHT SIDE LIGHTS IN TIMELY FRAMES, SAFETY GLAZING 052019 f Tukwila G DIVISION OFFICE FLOOR FL4N SCALE: I/8" = 1'-0" OFFICE 9 TWO EXITS. 18 SF * 1/100 = 98 ,4NTS, •�� VED 0 KWILA JAN 092019 CITY d 99 PERMIT CENTER t -z C:\Documents and Settings\AII Users\Documents\CAD\2015\15-03 SEBCO HORIZON FORD\TENANT TILE\CD'S\T-1-T-4,T-8.dwg, T-2,1/8/201910:53:41 AM t t 3' -IP' EX. INSULATED UJINDOW EX. PAINTED CONCRETE TILT UP NEW DIAMOND SHAPED PLATE PAINTED WITH CLEVES FOR TURNBUCKLE TIE ROD NEW STEEL TIE ROD WITH TURN BUCKLES, PAINTED NEW STEEL BEAM, FASCIA, PAINTED NEW CANOPY ROOF, STANDING METAL SEAM ROOFING 1 1/2" METAL DECKING CONTINUOUS GUTTER AT BUILDING PAINT UNDER SIDE OF CANOPY DECKING AND STRUCTURE EX. INSULATED STORE FRONT FURRED SECT ION: CANOFT SCALE: 3/8"" = 1'-0" % NEW RECESSED CONCRETE FOR ENTRY TILE TYPICAL REVEALS PAINTED TILT UP CONCRETE WALLS WITH ACCENT COLORS(3) CORNICE /FLASHING PAINTED 25' NORTH Lv4TlON :CANOPY SCALE: I/d" = I' -ID" 0 r NEW PAINTED METAL CANOPY 1 INSULATED GLAZING IN THERMAL BROKEN FRAMES (U=0.36) SPANDREL GLASS (5P) an 94.0rigt • REVIEV\ ED FOR CODE COMPLIANCE APPROVED FEB 0 5 2019 City of Tukwila BUILDING DIVISION RECtsVED CITY OF TUKWILA JAN 0 9 2019 PERMIT CENTER .0- 0 0 m z Q t 0 w 6 DESCRIPTION }- 1 0 0 X a 111 a 00 N N w CL 0 41 0 ccs T-13 D CANOPY LOCATION SEE ENLARGED PLAN THIS SHEET • ao: • 1 -6= EXISTING BUILDING OUTLINE SCALE: 1 "=80' 25'-0" 8' -4" 8' - 4" 8'-4" (TIE ROD c D-1.0 0) A-1.0 A-1.0 TIE ROD 0.7 or -TIE ROD 0-1.0 cpJ (TIE ROD x of X L4x4xY4 LEDGER C8x 1 1.5 C-1.0 OPP. 1 DECK & SLOPE PER ARCH. TYPICAL CANOPY FRAMING PLAN SCALE: Y4"=1'-0" #3 CLEVIS & PIN R3/8" (TYP.) PER ARCH. TY2x10x0'-10" w/4-5/8"0 EXP. BOLTS (EMBED 45/8") STEEL DECK PER ARCH. GUTTER PER ARCH. 4 PER ARCH. 1 _ CHANNEL. PER PLAN CHANNEL PER PLAN SECTION A-1.0 SCALE: 3/4"=1'-0" 2Y" 1Y" 2 ► � 2 PER ARCH. STEEL DECK PER PLAN F 3/8x4x0'-6" w/2-3/4"0 A325N BOLTS 16 CHANNEL PER PLAN (TYP.) SECTION C-1.0 SCALE: 3/4"=1'-0" PER ARCH. (4' -0 MAX.) SECTION D-1.0 ( CORNER PER ARCH. CHANNEL PER PLAN CHANNEL BEYOND MT - P.C. PANEL SEE ELEVATION FOR SIZE & REINFORCING STEEL DECK PER ARCH. GUTTER PER ARCH. 1/ ANGLE PER PLAN 4LEDGER PER PLAN 2@>1 .o C-1.0 EA. END SECTION E-1.0 SCALE: 3/4"=1'-0" 46x4x3/8x0'-9" w/2-5/8"0 EXP. BOLTS @ 6" GAGE (EMBED 45/8") P.C. PANEL SEE ELEVATION FOR SIZE & REINFORCING CHANNEL PER PLAN P.C. PANEL SEE ELEVATION FOR SIZE & REINFORCING SECTION B-1.0 SCALE: 3/4"=1 '-0" CHANNEL PER PLAN CP SECTION D-1.0 SCALE: 3%"=1 '-0" GENERAL NOTES CODE: INTERNATIONAL BUILDING CODE, 2015 EDITION BUILDING RISK CATEGORY = II LIVE LOADS: UNIFORM LOADS: LOCATION CANOPY SNOW LOAD DATA: Pg=20PSF Ce=0.9 Ct=1.0 Is= 1.0 LIVE LOAD 25 PSF (SNOW) Pf = 25 PSF (WITHOUT DRIFT) Pd = N/A W = N/A REDUCIBLE NO WIND DESIGN INFORMATION: WIND SPEED (BASED ON TABLE 1609.3.1 OF IBC 2015): V„ ti = 110 MPH EXPOSURE "B" X= 1.05 KZt 1.00 SEISMIC DESIGN INFORMATION: Ss=151.80% SDs=0.911 S1= 57.0% SD1 0.912 Cs = 0.182 IE = 1.0 SITE SOIL CLASS = E SEISMIC DESIGN CATEGORY= D Vasil = 85 MPH ANCHORAGE TO CONCRETE: EXPANSION BOLTS INTO CONCRETE SHALL BE SIMPSON STRONG -BOLT 2 AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. SPECIAL INSPECTION AND INSTALLATION PER ICC -ES REPORT ESR -3037. EXPANSION BOLTS INTO CONCRETE SHALL BE HILTI KWIK BOLT TZ AS MANUFACTURED BY HILTI, INC. SPECIAL INSPECTION AND INSTALLATION PER ICC -ES REPORT ESR -1917. ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER. ANCHORAGE SUBSTITUTION REQUESTS REQUIRE ADDITIONAL ENGINEERING SERVICES. STRUCTURAL STEEL: STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 (Fy = 36,000 psi) OR ASTM A992 GRADE 50 (Fy = 50,000 psi). APPLY PRIMER COATS PER ARCHITECTURAL SPECIFICATIONS. WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE IN ACCORDANCE WITH AWS D1.1 AND BY WABO CERTIFIED WELDERS. USE FRESH E70XX LOW HYDROGEN ELECTRODES. MACHINE BOLTS TO BE A307. HIGH STRENGTH BOLTS FOR STEEL TO STEEL CONNECTIONS SHALL BE ASTM A325N (TYPE 3) OR ASTM A490 (TYPE 3), INSTALLATION AND SPECIAL INSPECION PER AISC SPECIFICATIONS. ALL A325N OR A490 BOLTS SHALL BE PRETENSIONED IN STANDARD BOLT HOLES UNLESS NOTED OTHERWISE ON PLANS. MINIMUM BOLT PRETENSION PER AISC 16.1 TABLE J3.1 UNLESS NOTED OTHERWISE. ACCEPTABLE PRETENSIONING METHODS ARE TURN -OF -NUT, CALIBRATED WRENCH, TWIST -OFF -TYPE (ASTM F1852), OR DIRECT -TENSION INDICATOR (ASTM F959) PER AISC SPECIFICATIONS. STATEMENT OF SPECIAL INSPECTIONS: SPECIAL INSPECTIONS SHALL BE PERFORMED AS OUTLINED IN THE STRUCTURAL NOTES. TESTING SHALL BE IN ACCORDANCE WITH THE SPECIAL INSPECTION SECTION OUTLINED ON THIS DRAWING SHEET. A SEPARATE STATEMENT OF SPECIAL INSPECTIONS AS REQUIRED PER IBC SECTION 1705 SHALL BE PROVIDED BY OTHERS FOR ALL MATERIALS, SYSTEMS, COMPONENTS AND WORK NOT INCLUDED IN THE STRUCTURAL DRAWINGS. SPECIAL INSPECTION FOR SEISMIC RESISTANCE: SPECIAL INSPECTION FOR SEISMIC RESISTANCE IS REQUIRED FOR THE FOLLOWING COMDONEN'; S AND SYSTEMS: 1) ANCHORAGE TO CONCRETE CONTRACTORS RESPONSIBILITY (IBC SECTION 1704.4): THE CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND OR SEISMIC FORCE RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM, OR WIND/SEISMIC RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING: 1. ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS; 2. ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; 3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION OF THE REPORTS; AND 4. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITIONS) IN THE ORGANIZATION. SPECIAL INSPECTIONS: SPECIAL INSPECTIONS PER IBC SECTION. 1705. A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS FOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, SHUTLER CONSULTING ENGINEERS, THE OWNER AND THE ARCHITECT BY THE TESTING AGENCY FOR REVIEW. THE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING AGENCY APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING INSPECTIONS SHALL BE PROVIDED AS A MINIMUM; ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING DEPARTMENT SHALL ALSO BE PERFORMED. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. SHOP DRAWINGS: SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS CONSISTING OF REPRODUCTIONS OR COPIES OF ANY PORTIONS OF THE STRUCTURAL DRAWINGS WILL NOT BE ACCEPTED AS SHOP DRAWINGS NOR REVIEWED BY THE S RUCTURAL ENGINEER AS SUCH. 1) STRUCTURAL STEEL ITEMS ( q? THE ENGINEER OF RECORD WILL REVIEW SHOP DRAWINGS FOR DE N1Ogsv. LY. VERIFICATION OF DIMENSIONS AND QUANTITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE NOT GUARANTEED BY THE ENGINEER OF RECORD. DRAWINGS FOR COMPONENTS DESIGNED PRIMARILY BY THE MANUFACTURER SHALL BEAR THE STAMP OF A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER AND BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR A CURSORY REVIEW FOR COMPLIANCE WITH THE INTENT OF THE STRUCTURAL DRAWINGS AND FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE AND TWO COPIES; REPRODUCIBLE WILL BE REVIEWED AND RETURNED. SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER. SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE STRUCTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. SPECIAL CONDITIONS: THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION. DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES. REVlE1A,ED F OR ITRECEIVED Y OF TUKWILA CODE COVPLIANCE APPROVED JAN 0 9 2019 FEB 0 5 2019. PERMIT CENTER City of Tukwila BUILDING DIVISION I- U 0 CL w W z_ Co z Lu 2 W 0 2 CHECKED. BY DESCRIPTION H w C9 z_ U_ d PERMIT SET W 0 CO 0 N rn 0 N 00 >- o o 1` o 0 - o a)oo o� ,L ow -41 o g4:11 .. - ai - W D co N 0 CD CD 00 - a 0 • 0. E 2 .E .3 E N i N U � p E m a -(1.73>' c Z. aoC a o € U Z o m d >' 2 ci) N E N O O 0 0) 0o N 8 1-4 0 14 E -7-1p 1-4 --±17 - -Z _ i1 144 CD _-.72J O I-�-lli 77▪ H 7-71 S1-0 1 OF 1 SEE OFFICE BLOW UP SHEET T-2 ALL CONCRETE RAMPS TO HAVE HEAVY BROOM FINISH 1 EXIT. PATHWAY WITH BATTERY BACK UP LIGH FIXTURES. 1 1 1 RACKING AND DISPLAYS ARE FOR INFORMATION ONLY AND TENANT WILL APPLY FOR A SEPARATE RACK PERMIT. MAXIMUM PRODUCT HEIGHT WILL BE 20' AFF e 6 0 © ® wide x 18' toll. • 14 wide x 18' toll wide x18. from Ram Grade) 0 ok compressor .14' wide x 15' tall. 1x8' dock leveler W/Doddck & Dock lights rx8' dock leveler W/Doddok & Dock lights 7x8' dock leveler W/Doddolk 7x8' dock leveler W/Doddok sit down dnq deck shippdesk Scale EXIT PATHWAY WITH BATTERY BACK UP LIGHT FIXTURES. -7 UMW DOCK BUMPERS • • SAFETY RAILING AND / ANGLES, PAINT SAFETY YELLOW di --Ir--ir--Ir--ir-,r--ir-Ir-1 1 1 1 1 1 1 1 11 1 11 1 1 1 1 1 1 1 11 1 1 I- --11- --1 I --i I - --I I---IF--I I - --I I- --1 1 1 11 1 11 1 11 1 11 ; 11 1 11 1 11 1 i F--11---11- -11- --I I- -i F -i 1---II--i i1111111111 1111111111111 1--i F -i l --i F -i F -i l --i F --II- --1 1111111 1111111 1111111111 F-iF-iF--IF-iF-iF-iF-iF-i 11111111 II11111I 11111111 1---11---11- --I F-- F--1 F--11- -1 F -i 1111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 L -JL -J L_ -IL _J L -J L_J L_J L_J �n 111 ■ ■M1 11 1 1 111 ■ u� 14'-0' 14'-0' 14'-0' 14'-0' ■ ■ ■ ■ 111 1 111 111 111 u� 1 1 111 111 111 s ■ ■ SIGN INSIDE DOOR: "NOT AN EXIT" 111 L__ inuommo 11101111111110110110111111 Elll �n 111 EEO 111 1 1 11 1 11 1 I I 1 1 1 1 11 1 11 1 11 1 1 F-iF-iF-iF-iF-iF-iF-iF-in 11 11 1 11 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 F-11--iF-i1--iF-iF-1F-iF-i 1%11%11%11%11%11%11%11%1 -ift-iF-iF-iF-iF-i 11it 11111111111111111111 F-iF-iF-iF-iF-iF-iF-iF-i 11111111111 II 11111111111 F-iF- iF- iF-iF-iF- iF-iF-i 1111111%11%11 1 1 1 1 1 1 1 1 1 1 1 L_J L_J L_J L_J L_J L_J L_J L_J r-, 11 11 1 11 1 11 1 11 1 11 1 11 1 11 1 1 F-iF-iF-iF-iF-1F-iF-1F-i 111111111111111111111111•• tri iF-I i 11 1 -11-1 11 1 11 -4 1 F-iF-iF-iF-iF-iF-iF-iF-i 111111111111111111111111 F-ift-iF-iF-iF-iF-iF-iF-i 1111111111111111 r, 11 11111 F-iF-iF-iF-iF-iF-iF-iF-i 111111111- 11111111111111 L_J L_J L_J L -JL -J L_J L_1 L_J r-1 r-, r-1r-1r-,r-lr-1r-1 i 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 1 /111,111111111111;11h11%1 1111111/111,11111111%1111 11111111111111111111111 11■ I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 F-iF--1F-iF-iF-iF-iF-iF-i 11 11 1 11 1 11 1 I I 1 I I 1 11 1 11 1 1 L_J L -JL -J L_J L_J L_J L -J L_J r -1r -,r -1r -,r -,r -,r-1 r-1 1 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 1 --1F-iF-iF-iF- 1 1 11 1 11 1 11 1 11 1 11 1 1 1 1 11 1 i• --11--iF-11--iF-iF-iF-i 1 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 1 F-iF-iF-iF-iF-iF-iF-iF-i 111111111111111111111111 -iF-iF-iI--1F-i 1 1 1 1 1 1 1 1 1 1 1 1 1 X 11 t 1 1 t 1 1 1 I F-iF-iF-iF-iF-iF-iF-iF-i 1111 ,•, t l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L_J4 JL_J L_J L_J L_J L -J L_J EXIT PATHWAY WITH BATTERY BACK UP LIGHT FIXTURES. 1111111111111111111111111111 1;111111,1 -iF-iF-iF-iF-iF-i 11111 II 11111111111111111111111111111 1"-i1--iF-iF-iF-iF-iF-i1--iF-i1--iF-1I--1 111i111111111'f.1111111I11I 1111 1111111 -11--iF-iF-i1--iF-1F-iF-iF-i1--i1--i1- -i 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 1 L -J L_J L_J L_J L_J L_J L_J L_J L_J L_J 6" DIA. CONCRETE FILLED STEEL PIPE WITH DOMED TOP,PAINT SAFETY YELLOW SEPARATE PERMIT RE UIREL FOR: Mechanical Electrical Plumbing d Gas Piping City of Tukwila BUILDING DIVISION 8" REINFORCED CONCRETE SLAB PIPE 3OLLAD SCALE: 3/4" = 1'-0" EMBEDD STEEL BOLLARD IN CONCRETE 5' GRAVEL PATH BETWEEN LANDINGS. PUSH LANDSCAPE TO THE SOUTH 5' SIDEWALK TO PROPERTY LINE, GRAVEL TO STREET ASPHALT SPRINKLER RISER A D FIR ALARM PANEL ACCESS REVISIONS No chances snail be rnaae to the scope of work without pr!or approval of the Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may •nciurie aczlitiorai Dian review. N REMOVEABLE 1 1/4" OD PIPE SAFETY RAIL PAINT SAFETY YELLOW, IN RECESSED 1 1/2" ID. PIPE SLEEVE. BUILD IN LENGTHS OF 4'. PROVIDE DUAL SLEEVES AT ENDS OF RAILINGS.. TYP 3"X3" STEEL ANGLE WITH WELDED NELSON STUD, (SEE STRUCTURAL), PAINTED SAFETY YELLOW. INTERIOR RECESSED DOCK SAFETY 'P,ILI\G IN CODE SECTION 1015.4, EXCEPTION 4, IN AREAS NOT OPEN TO THE PUBLIC IN GROUPS F,H AND S, GUARDS SHALL HAVE OPENINGS THAT DO NOT ALLOW PASSAGE OF A SPHERE 21" IN DIAMETER. A\D PIT A\GLE SCALE: 3/4" = 1'-0" 1 1 NORTH SCALE: 1" = 20' LOO SLA\ WAREHOUSE OCCUPANT LOAD 87,592 SF © 1/500 = 175 OCC REQURES MIN TWO EXITS. NOTE: EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT—CANDLE AND A MINIMUM AT ANY POINT OF 0.1 FOOT—CANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITED TO DECLINE TO 0.6 FOOT—CANDLE AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT—CANDLE AT THE END OF THE EMERGANCY LIGHTING TIME DURATION. A MAXIMUM—TO—MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. 11 11 1 11 1 11 1 11 1 11 1 11 1 1 1111%11%11%11%11%117H I'1 11 1 11 1 11 1 11 1 11 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L_J L_J L_J L_J L_J L_J L_J r-, r- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 F-iF-iF--1F-iF-i 1 1 11 111 111 1 11 111111 11■1 111111 1 11 11111 -iF-iF-iF-iF-iF-iF-i F-iF-iF-iF--11- 1% itItizoi.11111 F-iF-iF-iF-iF-iF-iF-i F-iF- 111111111111111111111 1%11%11%11%11%i F-iF-iF-iF-iF-iF-iF-i F-iF- iF-iF-iF-i S 11 1 11 1 11 1 11 1 1 1 1 1 1 t 1 I t l l t 1 1 1 I I 1 11 1 1 F-iF-iF-iF-iF-iF-iF-i F-iF-iF-iF-iF-i 1111111111 '1111111111 111111111111111 L_J L_J L_J L -J L_J L_J L -J L-JL-JL-JL_JL-J 1r 1 1 1 1 I 1 I 1 1 1 1 1 I 1 1 1 F-iF-iF-iF -iF-i 1 1 1 1 1 1 I 1 I 1 1 1 1 1 I F- iF- iF-iF-iF-i 1111111 11111111 F -i F -i F-1 F -i F --I 1%11%11/11/11Z! L_J L_J L_J L -J L_J MIMMINIMOMMI =NO= 1 r -1r -Yr -1r -,r-, r -1r-1 I1111il1Ii11111 111111 F-iF-iF- iF--IF-i F-iF-i 111111111111111 111111 F-iF-iF-iF-iF-i F-iF-i 111111111111111 111111 F-iF-i F-iF-i 111111111111111 111111 L -J L_J L -J L_J L -J ■ 1 1 11 1 1 111111 F1 11i 111 FT11%1 -J L_J 5 SIDEWALK TO SIDEWALK AT EAST MARC WAY NOTE: 1. PAINT ALL WAREHOUSE COLUMNS SAFETY YELLOW FROM FF TO +96" AFF 2. PAINT ALL BOLLARDS AT DRIVE IN DOORS TO BE SAFETY YELLOW. 3. PROVIDE MM80 CONCRETE JOINT FILLER THROUGHOUT WAREHOSE. FILE O Y Permit No. u Plan review approval is subject to errors ana omissions Approval of construction documents does not auth.lnze the violation of any adopted code or ordinance R- -- • ,y•Dorovea Field Copy and nowledged: By: Date: City of TukwIla BUIL DING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED Fg 05 2019 City of Tukwila BUILDING DIVISION bi RECEIVED CITY OF TUKWILA JAN 0 9 2019 PERMIT CENTER 0 19 9 00 N c\1 O T Q z m_.1 —co co LLI w O F=T= O 124 zz F�1 z I= E -Cd CD I z F-1 ® O� H 0 24I aTE -DAVID &KEHL f HIN `�`t�k7E_CFb�'b5 TON t, PROJECT 1503 AZT DRAWN BY D. KEHLE Po CHECKED BY DAVID I 0 I o w Li Q Q 0 0 DESCRIPTION SUBMIT FOR REVIEW SUBMIT FOR. PERMIT • REV EXIT PATHWAY 1 oo 06-27-18 I I W N 0 Q (.0 0 0 0 M t/) i_ __,9 _ .l ",_ r -1r -,r -1r -,r -,r -,r-1 r-1 1 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 1 --1F-iF-iF-iF- 1 1 11 1 11 1 11 1 11 1 11 1 1 1 1 11 1 i• --11--iF-11--iF-iF-iF-i 1 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 1 F-iF-iF-iF-iF-iF-iF-iF-i 111111111111111111111111 -iF-iF-iI--1F-i 1 1 1 1 1 1 1 1 1 1 1 1 1 X 11 t 1 1 t 1 1 1 I F-iF-iF-iF-iF-iF-iF-iF-i 1111 ,•, t l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L_J4 JL_J L_J L_J L_J L -J L_J EXIT PATHWAY WITH BATTERY BACK UP LIGHT FIXTURES. 1111111111111111111111111111 1;111111,1 -iF-iF-iF-iF-iF-i 11111 II 11111111111111111111111111111 1"-i1--iF-iF-iF-iF-iF-i1--iF-i1--iF-1I--1 111i111111111'f.1111111I11I 1111 1111111 -11--iF-iF-i1--iF-1F-iF-iF-i1--i1--i1- -i 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 1 L -J L_J L_J L_J L_J L_J L_J L_J L_J L_J 6" DIA. CONCRETE FILLED STEEL PIPE WITH DOMED TOP,PAINT SAFETY YELLOW SEPARATE PERMIT RE UIREL FOR: Mechanical Electrical Plumbing d Gas Piping City of Tukwila BUILDING DIVISION 8" REINFORCED CONCRETE SLAB PIPE 3OLLAD SCALE: 3/4" = 1'-0" EMBEDD STEEL BOLLARD IN CONCRETE 5' GRAVEL PATH BETWEEN LANDINGS. PUSH LANDSCAPE TO THE SOUTH 5' SIDEWALK TO PROPERTY LINE, GRAVEL TO STREET ASPHALT SPRINKLER RISER A D FIR ALARM PANEL ACCESS REVISIONS No chances snail be rnaae to the scope of work without pr!or approval of the Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may •nciurie aczlitiorai Dian review. N REMOVEABLE 1 1/4" OD PIPE SAFETY RAIL PAINT SAFETY YELLOW, IN RECESSED 1 1/2" ID. PIPE SLEEVE. BUILD IN LENGTHS OF 4'. PROVIDE DUAL SLEEVES AT ENDS OF RAILINGS.. TYP 3"X3" STEEL ANGLE WITH WELDED NELSON STUD, (SEE STRUCTURAL), PAINTED SAFETY YELLOW. INTERIOR RECESSED DOCK SAFETY 'P,ILI\G IN CODE SECTION 1015.4, EXCEPTION 4, IN AREAS NOT OPEN TO THE PUBLIC IN GROUPS F,H AND S, GUARDS SHALL HAVE OPENINGS THAT DO NOT ALLOW PASSAGE OF A SPHERE 21" IN DIAMETER. A\D PIT A\GLE SCALE: 3/4" = 1'-0" 1 1 NORTH SCALE: 1" = 20' LOO SLA\ WAREHOUSE OCCUPANT LOAD 87,592 SF © 1/500 = 175 OCC REQURES MIN TWO EXITS. NOTE: EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT—CANDLE AND A MINIMUM AT ANY POINT OF 0.1 FOOT—CANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITED TO DECLINE TO 0.6 FOOT—CANDLE AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT—CANDLE AT THE END OF THE EMERGANCY LIGHTING TIME DURATION. A MAXIMUM—TO—MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. 11 11 1 11 1 11 1 11 1 11 1 11 1 1 1111%11%11%11%11%117H I'1 11 1 11 1 11 1 11 1 11 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L_J L_J L_J L_J L_J L_J L_J r-, r- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 F-iF-iF--1F-iF-i 1 1 11 111 111 1 11 111111 11■1 111111 1 11 11111 -iF-iF-iF-iF-iF-iF-i F-iF-iF-iF--11- 1% itItizoi.11111 F-iF-iF-iF-iF-iF-iF-i F-iF- 111111111111111111111 1%11%11%11%11%i F-iF-iF-iF-iF-iF-iF-i F-iF- iF-iF-iF-i S 11 1 11 1 11 1 11 1 1 1 1 1 1 t 1 I t l l t 1 1 1 I I 1 11 1 1 F-iF-iF-iF-iF-iF-iF-i F-iF-iF-iF-iF-i 1111111111 '1111111111 111111111111111 L_J L_J L_J L -J L_J L_J L -J L-JL-JL-JL_JL-J 1r 1 1 1 1 I 1 I 1 1 1 1 1 I 1 1 1 F-iF-iF-iF -iF-i 1 1 1 1 1 1 I 1 I 1 1 1 1 1 I F- iF- iF-iF-iF-i 1111111 11111111 F -i F -i F-1 F -i F --I 1%11%11/11/11Z! L_J L_J L_J L -J L_J MIMMINIMOMMI =NO= 1 r -1r -Yr -1r -,r-, r -1r-1 I1111il1Ii11111 111111 F-iF-iF- iF--IF-i F-iF-i 111111111111111 111111 F-iF-iF-iF-iF-i F-iF-i 111111111111111 111111 F-iF-i F-iF-i 111111111111111 111111 L -J L_J L -J L_J L -J ■ 1 1 11 1 1 111111 F1 11i 111 FT11%1 -J L_J 5 SIDEWALK TO SIDEWALK AT EAST MARC WAY NOTE: 1. PAINT ALL WAREHOUSE COLUMNS SAFETY YELLOW FROM FF TO +96" AFF 2. PAINT ALL BOLLARDS AT DRIVE IN DOORS TO BE SAFETY YELLOW. 3. PROVIDE MM80 CONCRETE JOINT FILLER THROUGHOUT WAREHOSE. FILE O Y Permit No. u Plan review approval is subject to errors ana omissions Approval of construction documents does not auth.lnze the violation of any adopted code or ordinance R- -- • ,y•Dorovea Field Copy and nowledged: By: Date: City of TukwIla BUIL DING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED Fg 05 2019 City of Tukwila BUILDING DIVISION bi RECEIVED CITY OF TUKWILA JAN 0 9 2019 PERMIT CENTER 0 19 9 00 N c\1 O T Q z m_.1 —co co LLI w O F=T= O 124 zz F�1 z I= E -Cd CD I z F-1 ® O� H 0 BOOR SCkULEFOVIPE LEVER HANDLES ON ALL DOORS 1,IA,14 3'-0" X 1'-0" STOREFRONT DOOR, ALUMINUM FRAME, EXIT PADDLE INSIDE, KEYED OUTSIDE, CLOSER, MAX. 1/2" THRESHOLD, WEATHERSTRIP (U=0.60) 2-13 3'-0" X T-0" k MTL DOOR INSULATED, k MTL 15,23,31 FRAME, LOCKSET (INSD IE HANDLE TURNS FREELY 34,52 TO EXIT), 1 1/2 NRP BUTTS, CLOSER, MAX. 1/2" THRESHOLD, LATCH GUARD, DRIP CAP, WEATHERSTRIP (U=031) (3,4 ARE 2 HOUR RATED) 16,32,33 14'X16' OVERHEAD DOOR, 2" EPS INSULATION, WEATHERSTRIP, SLIDE LATCH (U=0.21) 18-22,24-30 9'X10' OVERHEAD DOOR, 2" EPS INSULATION, 35-38,41-50 WEATHER STRIP, SLIDE LATCH, WITH DOCK SEALS (U=0.21) DELETE DOOR 49 (SEE BELOW) 39 9'X10' COILING OVERHEAD DOOR, 3/4 HOUR RATED, WEATHERSTRIP, SLIDE LATCH, DOCK SEALS 40 3'-0' X 1'-0" k MTL DOOR INSULATED FIRE RATED 3/4 HOUR, k MTL FRAME, LOCKSET (INSIDE HANDLE TURNS FREELY TO EXIT), 1 1/2 NRP BUTTS, CLOSER, MAX 1/2" THRESHOLD, LATCH GUARD, DRIP CAP, WEATHERSTRIP (U=0.31) 53-54 14'X16' COILING OVERHEAD 3 HOUR RATED FIRE DOOR WT14 SMOKE ACTIVATION OR CLOSE WITH POWER 1055 TO SMOKE DETECTOR. NOT LIMITED TO 156 SF PER 106.8 EXCEPTION 2. MAX WIDTH OF PROTECTED OPENING 15 25% OF WALL LENGTH = 45' MAX. 56 SAME AS 53,54 BUT TO BE 161WX16'TALL 51 55 28 49 11 12'X14' DRIVE IN DOOR, FIX IN DOWN POSITION, LOCK, SEAL OUTSIDE, SIGN "DOOR BLOCKED", TENANT TO FURR DELETE DOOR, FUTURE KNOCK DOOR 11'x16' DELETE DOOR 28' CHANGED TO 3'-0"X1'-0" STOREFRONT DOOR, LOCK, THRESHOLD, CLOSER, WEATHERSTRIP, SAFETY GLAZING DELETE DOOR 11 DOOR 2 TO BE FUTURE OPENING, SOLID CONCRETE NOW ADD MOTORIZED OPERATORS ON DOORS 32,33,21,16,53, NEW DOOR SCHEDULE N1,N13 NEW 3'-0"XS'-0" SOLID CORE WOOD,WITH SAFETY GLASS WINDOW STAINED, TIMELY PRE FINISHED FRAME, 2 PAIR BUTTS, HARDWARE GROUP 3 N2 NEW CASED OPENING, 3'-0" X 8'-0" TIMELY PRE FINISHED FRAME N3,N5 NEW 3'-0"X 8'-0" DOUBLE ACTING SOLID CORE WOOD, STAINED, TIMELY PRE FINISHED FRAME, BOMMER HINGES WITH PUSH PLATES EACH SIDE, KICKPLATE HARDWARE GROUP 4 N4 -N6 NEW 3'-0" X 8'-0" SOLID CORE WOOD WITH SAFETY GLAZING, STAINED, TIMELY PRE FINISHED FRAME, 2 PAIR BUTTS N1 NEW 3'-0' X 8'-0" I-IOLLOW METAL DOOR, PAINTED, TIMELY HOLLOW METAL FRAME, PAINTED, 2 PAIR 'BUTTS, SAFETY GLAZING INSULATED), HARDWARE GROUP 2, (U i 035) N9,N10 NEW 3'-0"X 8'-0" SOLID CORE WOOD STAINED, TIMELY PRE FINISHED FRAME, 2 PAIR BUTTS, HARDWARE GROUP 6 N11,N12 NEW 3'-0"X 8'-0" SOLID CORE WOOD STAINED, TIMELY PRE FINISHED FRAMES, 2 PAIR BUTTS, HAREDWARE GROUP 4 NI3 NEW 3'-0"XS'-0" SOLID CORE WOOD STAINED, TIMELY PRE FINISHED FRAME, 2 PAIR !BUTTS, SAFETY GLAZING, HARDWARE GROUP 4 N14 NEW 3'-0" X 8'-0" SOLID CORE WOOD DOOR, STAINED, TIMELY PRE FINISHED FRAME, 2 PAIR BUTTS, SAFETY GLAZING, HARDWARE GROUP 2 N15 NEW 3'-0"XS'-0" SOLID CORE WOOD STAINED, TIMELY PRE FINISHED FRAME, 2 PAIR BUTTS, HARDWARE GROUP I N16 NEW 3'-0" X 8'-0" HOLLOW METAL DOOR, PAINTED, HOLLOW METAL FRAME PAINTED, 2 PAIR BUTTS, HARDWARE GROUP 2 (U-0.35) HARDWARE GROUPS: HARDWARE SCHLAGE SATURN, LEVER GROUP 1, 2 PAIR HINGES, LOCKSET, CLOSER GROUP 2, j 2 PAIR HINGES, LOCKSET, CLOSER, WEATHERSTRIP, SWEEP, KICK PLATES, THRESHOLD, SILENCERS GROUP 3, 2 PAIR HINGES, PASSAGE SET, CLOSER GROUP 4, 2 PAIR HINGES, PUSH,PULL CLOSER, MOP PLATE, KICK PLATE, SILENCERS, WALL STOP GROUP 5, 2 PAIR HINGES, LOCKSET, CLOSER, KICK PLAE, SILENCERS, WALL STOP GROUP 6, 2 PAIR HINGES WITH CLOSER, PRIVACY LOCK, SILENCERS. WALL STOP WALL SCHEDULE: A EXTERIOR FURRED: EXISTING TILT UP CONCRETE WALL, 112 RIGID INSULATION CONTINUOUS NEW, 3 5/8" X 20 GA. STEEL STUD 24 TO 12'6" AFF,". R 21 SA' AND + 102" (CENTER L INENAPOR BARRIER AND 5/8" GYP BD (U20.04) AI ABOVE 12'-6" INSTALL 6" R-19 STICK PIN BATT INSULATION WITH FS 25 VINYL TO FACING VAPOR BARRIER TO ROOF DECK (U=0.045) B. FURR AT SPANDREL, EXISTING GLAZED SPANDREL PANEL (U=036), 3 5/8" STEEL STUD AT 24" O:C. (ALIGN WITH CONCRETE FURRING), R-21 BATT INSULATION TO FIRST MULLION, VAPOR BARRIER, 5/8" GYP BD (U=0.04) ABOVE WINDOW HEAD, INSTALL 1 AND 1A. PROVIDE 6 "XI6GA STRAPPING AT +15" AFF TO CL. G. FURRED CONCRETE: EXISTING CONCRETE WALL, FURR LIKE A ONLY TO 10'-6" AFF WITH METAL STRAPPING (U=0.04). ABOVE 10'-6" INSTALL 6" i'2-19 STICK PIN INSULATION WITH FS 25 VINYL FACING VAPOR BARRIER TO ROOF DECK (U=0.04) D IN FILL: NEW 6" X20 GA STEEL STUD AT 24" 0.C., WITH EXTERIOR METAL DOOR TO REMAIN DOWN AND LOCKED, SEAL EDGES, R-112 RIGID INSULATION AND 1/2" PLYWOOD, R-25 BATT INSULATION„VAPOR BARRIER, 5/8” GYP 81D (ALIGN WITH CONCRETE FURRING. E. SEPARATION WALL: 8"X 20 GA STEEL STUDS AT 24" O.C. FULL HEIGHT TO ROOF DECK WITH DEFLECTION TRACK, 5/8" GYP BD EACH SIDE, R-25 BATT INSULATION, R 11.2 RIDGID INSULATION ON WAREHOUSE SIDE, VAPOR BARRIER ON WARM SIDE (U= 0.026) F. INTERIOR STUD: 3 5/8" X 20 GA STEEL STUD AT 24" 0.0 TO 12'-6" AFF, SOUND BATT INSULATION, 5/8" GYP BD EACH SIDE, TWO ROWS OF 6" X 16 GA STEEL STRAPPING AT +51" AND +96" TO CENTER LINE IN SAMPLE ROOM, ADD STRAPPING TO INSIDE AND ADJACENT TO ORDER DESK, PROVIDE WATER RESISTANT GYP BD IN RESTROOMS G. SAME AS F WITHOUT STRAPPING, WATER RESISTANT GYP BD. H. INTERIOR STUD: 3 5/8" X 20 GA STEEL STUD AT 24" 0.C. TO 1016" AFF, 5/8" GYP 8D EACH SIDE, TWO ROWS OF 6"X 16 GA STEEL STRAPPING AT +51" AND +102"AFF, 80T1-1 SIDES OF NORTH WALL, INSIDE EAST AND SOUTH WALLS, 5/8" GYP 80. I RESTROOM WALLS: 3 5/8" GYP 8D X 20 GA STEEL STUD AT 24" O.C. TO 9' AFF (CEILING), WITH 5/8" WATER RESISTANT GYP BD EACH SIDE (INSIDE RESTROOMS), SOUND INSULATE. 4r J PLUMBING WALL: STAGER 3 5/8" GYP BD X 20GA STEEL STUDS AT 24" O.C. ON 8" STL TRACK SILL PLATE, TO 9'AFF (CEILING) WITH 5/5" WATER RESISTANT GYP 8D m EACH SIDE, SOUND INSULATE K INTERIOR OFFICE: 3 5/8" X 20 GA STEEL STUD AT 24" O.C. TO 10'-6"AFF WITH SOUND BATT INSULATION, 5/8" GYP 81, EACH SIDE. ACCESSIBLE ENTRY SHOWROOM ROOM FINISH SCHEDULE: EGGSHELL ENAMEL THROUGHOUT, 1 FLOOR: CERAMIC TILE 8Y AZT BASE: CERAMIC TILE BY AZT WALLS: GYP 80 LEVEL 5 FINISH 6" TO 144" CLG: SUSPENDED ACOUSTIC +12' AFF 2,5-1,15 FLOOR: CARPET TILE SASE: 4" RUBBER WALLS: GYP 81, PAINTED, LEVEL 5 FINISH CLG: SUSPENDED ACOUSTIC +10' AFF 3,4,13,14, FLOOR: CERAMIC TILE PERMANENT, 8Y AZT 16,18 EASE: CERAMIC TILE 8Y AZT WALLS: GYP 80 LEVEL 5 FINISH 96" TO 144" LEVEL 5 FINISH IN HALL AND BREAK ROOM CLG: SUSPENDED ACOUSTIC 10' AFF 9-12 FLOOR: CERAMIC TILE PERI1ANENT BY AZT BASE: CERAMIC TILE 8Y AZT WALLS: CERAMIC TILE TO +48" AFF BY AZT GYP 80 PAINTED ABOVE, LEVEL 5 FINISH CLG: GYP 8D PAINTED, LEVEL 5 FINISH 11 FLOOR: EXPOSED CONCRETE SEALED,MM-S0 JOINT FILLER 8ASE: NONE, RU88ER BASE ON EMP 8D WALL WALLS: EXPOSED CONCRETE, NO PAINT, PAINT STEEL COLUMNS SAFETY YELLOW TO +96" AFF, GYP 81, WALLS, PAINTED, LEVEL 4 FINISH CLG: EXPOSED WOOD ROOF STRUCTURE, NO PAINT FINISH NOTES: I. ALLOW FOR 1 ACCENT WALL COLOR PER ROOM 2. LEVEL 5 GYP BD FINISH THROUGH OUT EXCEPT BEHIND DISLAYS, +96" TO 144" 3. SUSPENDED ACOUSTIC CEILING TO 8E ARMSTRONG 2'X2' PRELUDE 15/16" WITH DUNE TEGULAR 2'X2' TILE 4. CARPET TILE-MOHAWK ICONIC EARTH COLLECTION, DRIFTWOOD GROUND 983 CREAM SLATE -RANDOM INSTALLATION 5. WALL PAINT : MAIN: FRAZEE STERLING COIN 8182W -EGGSHELL ACCENT 1 FRAZEE STONEWALL 8183 -EGGSHELL ACCENT 2 DUNN ENDWAROS RULE CHIP 5861 -EGGSHELL 6. WAREHOUSE WALL: ICI SWISS COFFEE 2012 -EGGSHELL 1. HARD LID CEILINGS: ICI SWISS COFFEE 2012 -MATTE 8. HOLLOW METAL DOOR AND FRAMES: BLACK SEMI GLOSS 9. BOLLARDS PIT ANGLES, GUARDRAILS: SAFETY YELLOW -SEMI GLOSS 10. WOOD DOORS: STAIN/LACQUER - SHERWIN WILLIAMS WOOD CLASSICS 3132 SEACHWOOD STAIN, 2 COATS CLEAR COAT. 11. ORDER DESK, COFFEE STATION, PRINTER COUTNER- SHERWIN WILLIAMS, TRICORN BLACK SW6258 SATIN, PROVIDE BLACK LACQUER SAMPLES TO AZT FOR APPROVAL FINISH NOTES:: A. BREAKROOM MILLWORK PLASTIC LAMINATE, VERTICAL SURFACES, WILSON ART ASIAN NIGHT -1949k -I8, HORIZONTAL SURFACES -WILSON ART ARDEN PARK CARA- Y0311k-22, BLACK MELAMINE ADJUSTABLE SHELVING. NOTES: 1. NEW HOLLOW METAL DOORS AND FRAMES TO BE PAINTED BLACK 2. DOOR WINDOWS TO BE 24" X 36"SAFETY GLAZING IN METAL FRAMES THAT ARE FACTORY PAINTED 70 MATCH TIMELY DOOR FRAMES. 3. 18" WIDE FULL HEIGHT SIDE LIGHTS AT OFFICES AND SREAKROOM TIMELY FRAMES 4. TIMELY PER FINISHED FRAMES TO BE ALUMATONE FINISH SC108 5, SOLID CORE WOOD DOORS TO 8E "HALEY" ROTARY CUT WHITE BIRCH, SHERWIN WILLIAMS "WOOD CLASSICS" 3132 BRICHWOOD SATIAN, 2 COATS CLEAR SEALER,PROVIDE STAIN SAMPLES TO AZT FOR APPROVAL 6. LOCKSETS AND PASSAGE SETS TO BE 5CHLAGE AL SERIES, SATURN LEVER SATIN. 1. DOORS 1,1A,N1J13,N5,N8,N9,N10 WILL HAVE TRANSITION THRESHOLDS BETWEEN SLIGHTLY UNEVEN FINSIH FLLOR HEIGHTS. COORDINATE WITH AZT INSTALLATION CREW. SOME FIELD ADJUSTMENT, OR FIELD CUTS COULD 8E NECESSARY AT UNDER SIDE OF DOOR, OR AT THE FRAMES A7 THESE LOCATIONS. EXIT PATHWAY WITH 5A77ERY BACKED UP LIGHT FIXTURES. ALLIGN WALLS AND FURRING SAMPLE ROOM ORDER DESK ADD 6" STRAPPING WALL TYPE ME PLATF ACCESS LADDER TO PLATFORM AND TO ROOF HATCH n WAREHOUSE EX. ELECT EVISI SIGN I ` IDE DOOR 4,"NOT F C 1. SHOWROOM FACEPLATES, OUTLETS ORDER DESK TO 8E BLACK. 2. BOLLARDS 70 8E LOCATED AT ALL D DRIVE THROUGH DOORS, PAINT SAFETY YELL 3. PROVIDE 4'X8' FIRE RATED PLYWOOD BACK 8 SWITCHES RI IN AND REDUCE ILET STALL IN IT CLOSET SEE SLOW UP SHEET T-3 BREAKROO 16 1-1 ELEV PIPED 7 WINDOW SCHEDULE: EXISTING STOREFRONT INSULATED GLAZING AND THERMAL BROKEN ALUMINUM FRAMES U=0.036 W1 NEW ALUMINUM STOREFRONT TO MATCH EXISTING (U=036) SAFETY GLAZING PER CODE. W2 NEW 8'X4'-6" +42" AFF INSULATED GLAZING IN TIMELY PER FINISHED FRAME W3 NEW 18" FULL HEIGHT SIDE LIGHTS IN TIMELY FRAMES, SAFETY GLAZING OFFICE FLOOR PLAN SCALE: 1/8" = 1'-0" OFFICE 9 TWO EXITS. SF 1/100 W CODE COMPLI APPROVED ANTS, REVIEErr _.OR FEB ©5 2019 City of Tukwila BUILDING DIVISION C:\Documents and Settinos\AIIUsers\Documents\CAD\2015\15-03SEBCO HORIZON ORD\TENANT TILE\CD'S\T-1-T-4.T-8.dwe. T-2.1/8/201910:53:41AM RE0 ITY OF T + WILA JAN U 9 2019. PERMIT CENTER N m th W O 0 DRAWN BY H c0 1 DESCRIPTION w 0 u F a CO A Q r co CO 0, N O) rnCO co co r� co d- N 00 IMPR0vI-:M � IST 1,4 0 c_D T-2 RCI. IVV. U`tILLIUUU/ 1 DUMPSTER ENCLOSURE ASPHALT AREA ASPHALT AREA ASPHALT AREA F wS UO ND ERMANENT EASEMENT AREA LECTRICAL TRACTION POWER STATION TO CENTRAL PUGET EGIONAL TRANSIT AUTHORITY REC. NO. 200440517003078 EXI TING GAS MAIN 2 -GAS VALVES \ 89°18'52" W POURED IN PLACE CURB ON PROPERTY LINE 646.64' EXISTING GAS MAIN 1365.5'40B' TRUCK LOADING 130' MIN. 1008.5'=8\ NOSE OF 65' TRACTER TRAILER SURVEY N tO Tfl • 0' BUILDIN (D SE7BAC kij -ke 5LANDS EX. H.C. RAMPS AND SIGNAGE AREA OF OFFICE IMFOvMEN1' EX. H.C. RAMPS AND SIGNAGE DRIVE IN RAMP RECESSED DOCK SMELL 13 DOCK DOORS 10 DOCK DOORS DESCRIPTION aD FIRE DEPT ACCESS PAT ASPH ALT AREA WALL CAN 16.5) co r ASPHALT AREA PP N56°11'53"W 27.81' N 20°12'23"E 16.12 N89°18'52"E 28.68' ASPHALT AREA OVERHEAD POWER LINE, APPROX. 24' ABOVE GRADE TO LOWEST LOCAL POWER AND PI -LONE, APPROX 48' TO 59' HIGHER VOLTAGE TRANSMISSION LINES. SEE ELCT ?ICAL CROSS-SECTIONS w z O Q Q w ASPHALT AREA FIRE DEPARTMENT ACCESS DOORS AT 100' O.C. z - SPRINKLER 0 0 WMH RIM=1 5.2' DISH CONCRETE EXTRUDED CURB W N89°18'52"W \ 5' LANDSCAPE N 87°4110" W 48" WATER MAIN w CONCRETE EXTRUDED CURB W 60' WIDE CONDEMNED BY THE CITY OF SEATTLE FOR PIPE LINE RIGHT OF WAY UNDER KING COUNTY SUPERIOR COURT CAUSE NO. 121648, PURSUANT TO CITY OF SEATTLE ORDINANCE NO. 37022, CONCRETE EXTRUDED CURB 20' BUILDING FRONT S.ETSACK 188.19' -a -PP CRASS a AC POTENTIAL FIRE DEPT ACCESS CURES CUT WITH BOLLARDS W N87°41'1O"W SOUTH 112TH STREET PRIVATE STREET W O N) WA ER BLOW -OFF -0 V LUMINAIRE T1ST ICS: BUILDING CODE: IBC 2015 ZONING: MIC/H SITE AREA:APPROX.5.19 ACRE (226,0985F) BUILDING AREA:FOOTPRINT 97,402 SF(43%) FUTURE FIRST FLOOR OFFICE: 4,500 SF WAREHOUSE: 92,902 SF TYPE OF CONSTRUCTION: III B SPRINKLERED ESFR PER TABLE 506.2,51 OCCUPANCY, SPRINKLER 1 STORY = 10,000 SF WITH 3 SIDES SETBACK OVER 20', 10,000 SF +(11500X.15) = 53,125 SF PARKING: REQUIRED: OFFICE 4,500 SF(5%) 2.5/1000 SF = 11 CARS WAREHOUSE 92,902 5P'1/2���=41 TOTAL CARS REQUIRED: 58 CARS (4 HAND ICAPED STALLS) TOTAL CARS SHOWN: 59 ZONING REQUIREMENTS: FRONT YARD SET BACK : 20 SECOND FRONT : 10' INTERIOR SIDE: YARDS 0' REAR YARD . 0' MAXIMUM HEIGHT: 125' PROPOSED HEIGHT: 40' PA4NELS PROPOSED COVERAGE: 43 % LANDSCAPE FRONT YARD: 5' INTERIOR : 0' REAR : 0' TAX ID NUMBER: 042304-9014, 032304-9029 LEGAL DESCRIPTION: THAT PORTION OF - THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 3± AND OF GOVERNMENT LOT 10 IN SECTION 4± OF TOWNSHIP 23 NORTH IN RANGE 4 EAST W.M. IN KING COUNTY, WASHINGTON, ALL LYING 'BETWEEN: THE EASTERLY MARGIN OF STAT ROAD NO 1 (TUKWILA INTERNATIONAL BOULEVARD, PACIFIC HIGHWAY SOUTH) A5 CONVEYED BY DEEDS UNDER RECORDNING NO'S 3909041 AND 3909049± AND THE WERSTERLY MARGIN OF EAST MARGINAL WAY SOUTH (STATE HIGHWAY 5-M, DUUAMISH ROAD) RIGHT OF WAY± LEGAL DESCRIPTION: AND LYING SOUTHERLY OF: ,4 LINE DRAWN PARALLEL WITH AND 359.23 FEET NORTH OF THE SOUTH LINE OF SAID SECTION 4 EXTENDED EAST± EXCEPT THE SOUTH 60 FEET THEREOF AS CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO 121645 BY THE CITY OF SEATTLE FOR PIPELINE RIGHT-OF-WAY, PURSUANT TO ORDINANCE NO. 31 022 ± AND EXCEPT THAT PORTION THEREOF AS CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 469551 BY THE CITY OF SEATTLE FOR TRANSMISSION LINE PURPOSES, PURSUANT TO ORDNANCE NO. 82956 ± AND EXCEPT THAT PORTION THEREOF A5 CONVEYED TO KING COUNTY FOR WIDENING -6AID EAST MARGINAL WAY SOUTH, RECORDED JUNE 09,1958 UNDER RECORDING NO. 8806090815± AND EXCEPT THAT PORTION THEREOF LYING BELOW THE 500 FOOT VERTICAL DEPTH LEVEL BELOW THE SURFACE OF HTE PROPERY, AS RESERVED UNDER RECORDING NO 6262412, RECORDED NOVEMBER 09,1961. FRONTAGE IMPROVEMENTS NOT REQUIRED PER PUBLIC WORKS OWNER TO ENTER INTO AN AGGREEMENT FOR PAYMENT IN LIEW OP CONSTRUCTING STREET IMPROVEMENTS. ,cPRELIM SITE PLAN SIX NORTH SCALE: 1" = 30' SCOPE OF WORK: TO CONSTRUCT A NEW INTERIOR 900 SF OFFICE AND SHOJI ROOM PER PLANS WITHIN AN EXISTING WAREHOUSE 51 -TELL SEPARgE PEFi:v1IT REQUIRED F02: Mvhanical Ela:tr ical /Plumbing 121 Czs Piping Cry of R!< ib BUR. :V S ON REVISIONS No changes shall bo mado to the scope of work without prior approval of Tukwila Building Division NOTE: Revisions will require a new plan submittal and may include addltionai plan review fess. ENERGY CODE: 1. THE BUILDING WILL USE ALL THE DEFAULT VALUES AS A MIN. - 2. LIGHTING WILL BE PER THE STATE ENGERY CODE 3. MAX. 80% OF A 20 AMP BREAKER FOR ALL SWITCHES 4. ALL EXTERIOR JOINTS TO DISSIMALR MATERIALS WILL BE CAULKED AND MADE AIR TIGHT SEPARATE PERMITS: 1. HVAC 2. REFRIGERATION 3. PLUMBING 4. ELECTRICAL 5. SPRINKLER (ESFR) 6. RACKING 1. SIGNAGE FILE COPY Permit No. Pi (6' 0V\°1 Plan review approval is subject to errors and omicoions. Approval of construction documents does not au Ihoriz3 the violation of any adopted coda or ordinance. R ocolpt of approved Field Copy and conditions is acl.n , I;;;; Ld: By: Date: V'f//1 g City of Tukwila BUILDING DIVISION BUILDING CODE: IBC '015 ZONING: MIC/H SITE AREA:APPROX.5.19 ACRE (22 =,085 ) BUILDING AREA:FOOTPRINT 91,402 SF(43%) NEW FIRST FLOOR OFFICE: 90I0 SF WAREHOUSE: TYPE .:OF CONSTRUCTION: 11i SPRINKLERED ESFR PER TABLE 506.2,51 OCCUPA SPRINKLER 1 STORY = 10,000 A. REVIEWED FOR CODE COMPLIANCE APPROVED WITH 3 SIDES SETBACK OVER SEP 04 2018 City of Tukwila BUILDING DIVISION 10,000 SF +(1500X.15) = 83,125 SP PARKING: REQUIRED: OFFICE 9,800 We 2.5/1000 SF = 25 CARS WAREHOUSE 81,592 SF'1/2000=44 TOTAL CARS REQUIRED: 69 CARS (4 HAND ICAPED STALLS) TOTAL CARS SHOWN: 69 RECEIVED CITY OF TUKWILA JUN 27 2018 PERMIT CENTER 9t 199 C:\Documents and Settings\All Users\Documents\CAD\2015115-03 SEBCO HORIZON FORD\TENANT TILE\CD'S\T-0,T-5-T-7.dwg, T-0, 6/ 5/2018 3:01:52 PM SEE OFFICE 5LOW UP SLEET T-2 IEXIT PAtH1UA WITH 5A77ERT BACK UP LIG FIXTURES. Drywall Fill -1n 1 1 1 1 1 1 1 1 1 1 11 RACKING AND DISPLAYS ARE FOR INFORMATION ONLY AND TENANT WILL APPLY FOR A SEPARATE RACK PERMIT. MAXIMUM PRODUCT HEIGHT WILL 5E 20' AFF 0 s a ® ® ® ® @ @ 41 . 0 09 ® 111 .14' wide x 16' tall . . 14' wide x 16' tall 0 II Woks x16'ea (from Finish Grade) 14' wide x 16' tall INV NO 3 ■ re= 101 • • EMMUMbil is()WIMMMUMMI • �i- 1=11=111 111111111111=1100111 r_ I EII1EED I 1:El][1:11 6" DIA. 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BUILD IN LENGTHS OF PROVIDE DUAL SLEEVES AT ENDS 01 RAILINGS.. TYP 3"X3" STEEL ANGLE WITH WELDEI NELSON STUD, (SEE STRUCTURAL), PA SAFETY YELLOW. INTEf210R RECESSED DOCK IN CODE SECTION 1015.4, EXCEPTION OPEN TO 71-4E PUBLIC IN GROUPS F,I I SHALL OT HAVE OPENINGS THAT ALI A SPHERE 21" IN DIAMETER. S4FETY RAILING AND PIT ANGLE SCALE: 3/411 = 11_/T11 SEPARATE STORAGE RACK PERMIT REQUIRED All rack storage fixtures over 5'-9" high shall be installed under the provisions of a separate storage rack building permit. All rack storage fixtures greater than 8 -feet high shall have the method of anchorage/bracing designed by a professional engineer. Periodic special inspection is required in all cases during the anchorage of racks over 8 -feet in height. Special inspection requirements shall be specified on the rack permit plan. b[Rio ctq REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 4 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 27 2018 PERMIT CENTER C:\Documents and Settings\AII Users\Documents\CAD\2015\15-03 SEBCO HORIZON FORD\TENANT TILE\CD'S\Copy of T -1-T;4 w 3c a Lu Q z 0 H 0 060-01-18 5. >- ca 0 w W 0 Lu 0 DESCRIPTION } ot 0 u. CD 03 0 CV N O) C3) (0 CO CO 1 am- 0 0 W ) > EL. Li 0 co ct Z T- O O CO _J r- rnQ O) L'LnI 1 41 4 4.1 Wg, L.ayoutl, 6/2(101811:12OSAM DOOR SCEUL PROVIDE LEVER HANDLES ON ALL DOORS 1,I4,14 3'-0" X T-0" STOREFRONT DOOR, ALUMINUM FRAME, EXIT PADDLE INSIDE, KEYED OUTSIDE, CLOSER, MAX. 1/2" THRESHOLD, WEATHERSTRIP (U=0.60) 2-13 3'-0 X T-0" H. MTL DOOR INSULATED, H. MTL 15,23,31 FRAME, LOCKSET (iNSDIE HANDLE TURNS FREELY 34,52 TO EXIT), 1 1/2 NRP BUTTS, CLOSER, MAX. 1/2" THRESHOLD, LATCH GUARD, DRiP CAP, WEATHERSTRIP (U=031) (3,4 ARE 2 HOUR RATED) 16,32,33 14'X16' OVERHEAD DOOR, 2" EPS INSULATION, WEATHERSTRIP, SLIDE LATCH (U-021) 18-22,24-30 9'X10' OVERHEAD DOOR, 2" EPS INSULATION, 35-38,41-50 WEATHER STRIP, SLiDE LATCH, WITH DOCK SEALS (U=0.21) DELETE DOOR 49 (SEE BELOW) 39 9'X10' COILING OVERHEAD DOOR, 3/4 HOUR RATED, WEATHERSTRIP, SLiDE LATCH, DOCK SEALS 40 3'-0' X 1'-0" H. MTL DOOR INSULATED FiRE RATED 3/4 HOUR, H. MTL FRAME, LOCKSET (INSIDE HANDLE TURNS FREELY TO EXiT), 1 1/2 NRP BUTTS, CLOSER, MAX 1/2" THRESHOLD, LATCH GUARD, DRIP CAP, WEATHERSTRIP (U=031) 53-54 14'X16' COILING OVERHEAD 3 HOUR RATED FIRE DOOR WTH SMOKE ACTIVATION OR CLOSE WiTH POWER 1055 TO SMOKE DETECTOR. NOT LIMITED TO 156 SF PER 106.8 EXCEPTION 2. MAX WIDTH OF PROTECTED OPENING IS 25% OF WALL LENGTH = 45' MAX. 56 SAME AS 53,54 BUT TO BE 161WX16'TALL 51 12'X14' DRIVE IN DOOR, FiX IN DOWN POSITION, LOCK, SEAL OUTSIDE, SiGN "DOOR !BLOCKED", TENANT TO FURR 55 DELETE DOOR, FUTURE KNOCK DOOR 11'x16' 28 DELETE DOOR 28' 49 CHANGED TO 3'-0"X1'-0" STOREFRONT DOOR, LOCK, THRESHOLD, CLOSER, WEATHERSTRIP, SAFETY GLAZING 11 DELETE DOOR 11 DOOR 2 TO 5E FUTURE OPENING, SOLID CONCRETE NOW ADD MOTORiZED OPERATORS ON DOORS 32,33,21,16,53, NEU. DOOR SCHEDULE NiNI3 NEW 3'-0"X8'-0" SOLID CORE WOOP,WITH SAFETY GLASS WINDOW STAINED, TiMELY PRE FINISHED FRAME, 2 PAiR !BUTTS, HARDWARE GROUP 3 N2 NEW CASED OPENING, 3'-0" X 8'-0" TIMELY PRE FINISHED FRAME N3,N8 NEW 3'-0"X 8'-0" DOUBLE ACTIN SOLiD CORE WOOD, STAINED, TIMELY PRE FINISHED FRAME, SOMMER HINGES WITH PUSH PLATES EACH SiPE, 1 1CKPLATE HARDWARE GROUP 4 N4 -N6 NEW 3'-0" X 8'-0" SOLiD CORE COWOOD WITH SAFETY GLAZING, STAINED, TIMELY PRE FINISHED FRAME, 2 PAiR BUTTS N1 NEW 3'-0' X 8'-0" I4OLLOW METAL DOOR, PAINTED, TIMELY HOLLOW METAL FRAME, PAINTED, 2 PAiR BUTTS, SAFETY GLAZING INSULATED), HARDWARE GROUP 2, (U=035) N9,N10 NEW 3'-O"X S'-0" SOLip CORE WOOD STAINED, TIMELY PRE FINISHED FRAME, 2 PAiR !BUTTS, HARDWARE GROUP 6 NIl,N12 NEW 3'-0"X S'-0" SOLID CORE WOOD STAINED, TiMELY PRE FINISHED FRAMES, 2 PAIR BUTTS,14AREDWARE GROUP 4 N13 NEW 3' -0"X81-0" SOLID CORE WOOD STAINED, TIMELY PRE FINISHED FRAME, 2 PAiR KITTS, SAFETY GLAZING, HARDWARE GROUP 4 N14 NEW 3'-0" X 8'-0" SOLID CORE WOOD DOOR, STAINED, TIMELY PRE FINISHED FRAME, 2 PAIR BUTTS, SAFETY GLAZING, HARDWARE GROUP 2 N15 NEW 3' -0"X131-0" SOLID CORE WOOD STAINED, TIMELY PRE FINISHED FRAME, 2 PAiR BUTTS, HARDWARE GROUP 1 NI6 NEW 3'-0" X 8'-0" HOLLOW METAL DOOR PAINTED, HALLOW METAL FRAME PAINTED, 2 PAIR BUTTS, 14ARDWARE GROUP 2 (U-0.35) HARDWARE GROU HARDWARE SCH AGE SATURN. LEVER GROUP 1, 2 PAiR HINGES, LOCKSET, CLOSER GROUP 2, 2 PAIR HINGES, LOCKSET, CLOSER, WEATHERSTRIP, SWEEP, KICK PLATES, THRESHOLD, SILENCERS GROUP 3, 2 PAiR WINGCS, PASSAGE SET, CLOSER GROUP 4, 2 PAIR HINGES, FUSH,PULL CLOSER, MOP PLATE, KiCK PLATE, SILENCERS, WALL STOP GROUP 5, 2 PAIR HINGES, LOCKSET, CLOSER KICK PLAE, SILENCERS, WALL STOP GROUP 6, 2 PAiR 1 -TINGES WITH CLOSER, PRIVACY LOCK, SILENCERS, WALL STOP WALL SCHEDULE: A EXTERIOR FURRED: EXISTING TILT UP CONCRETE WALL, 112 RIGID INSULATION CONITINUalS,NEW, 3 5/8" X 20 GA. STEEL STUD * 24 TO 12'6" AFF,". R 21 BA' AND + 102" (CENTER LiNENAPOR BARRIER AND 5/8" GYP BD (U=0.04) Ai ABOVE 12'-6 INSTALL 6" R-19 STICK PIN BATT INSULATION WITH FS 25 ViNYL TO FACING VAPOR BARRIER TO ROOF DECK (U=0.045) 8. FURR AT SPANDREL, EXISTING GLAZED SPANDREL PANEL (U=036), 3 5/8" STEEL STUD AT 24" O.C. (ALIGN WiTH CONCRETE FURRING), R-21 BATT INSULATION TO FiRST MULLION, VAPOR BARRIER, 5/8" GYP EO (U=0.04) ABOVE WINDOW HEAD, INSTALL 1 AND IA. PROVIDE 6 "X16GA STRAPPING AT +15" AFF TO CL. C. FURRED CONCRETE: EXISTING CONCRETE WALL, FURR LiKE A ONLY TO 10'-6" AFF WiTI4 METAL STRAPPING (U=0.04). ABOVE 10'-6" INSTALL 6" R-19 STICK PiN INSULATION WiTH FS 25 VINYL FACING VAPOR BARRIER TO ROOF DECK (U=0.04) D iN FiLL: NEW 6" X20 GA STEEL STUD AT 24" O.C., WITH EXTERIOR METAL DOOR TO REMAIN DOtLN AND LOCKED, SEAL EDGES, R-112 RiGiD INSULATION AND 1/2" PLYWOOD, R-25 BATT INSULATION„VAPOR BARRIER, 5/S” GYP 8D (AL IGN WITH CONCRETE FURRING. E. SEPARATION WALL: 8"X 20 GA STEEL STUDS ,4T 24" O.C. RILL HEIGHT TO ROOF DECK WiTH DEFLECTION TRACK, 5/8" GYP 8D EACH SiDE, R-25 BATT INSULATION, R 11.2 RiDGID iNSILATiON ON WAREHOUSE SIDE, VAPOR BARRIER ON WARM SIDE (U= 0.026) INTERIOR STUD: 3 5/8" X 20 GA STEEL STUD AT 24" 0.0 TO 12'-6" AFF, SOUND !BATT INSULATION, 5/8" GYP BD EACH SIDE, TWO ROWS OF 6" X 16 GA STEEL STRAPPING AT +51" AND +96" TO CENTER LINE IN SAMPLE ROOM, ADD STRAPPING TO INSIDE AND ADJACENT TO ORDER DESK, PROVIDE WATER RESISTANT. GYP 8D IN RESTRQOMS G. SAME AS F WiTHOUT STRAPPING, WATER RESISTANT GYP BD. 14. INTERIOR STUD:. 3 5/8" X 20 GA STEEL STUD AT 24" 0.C. TO 10'6" AFF, 5/8" GYP 8D EACH SiDE, TWO RCS OF 6"X 16 GA STEEL STRAPPING AT +51" AND +102 ",4FF, EOTH SIDES OF NORTH WALL, INSIDE EAST AND SOUTH WALLS, 5/8" GYP BD. RESTROOM WALLS: 3 5/8" GYP SD X 20 GA STEEL STUD AT 24" O.C. TO 9' AFF (CEILING), WITH 5/8" WATER RESISTANT GYP 8D EACH SimE (INSIDE RESTROOMS), ,=N SOUND INSULATE. J PLUMBING WALL: STAGER 3 5/8" GYP BD X 20G4 STEEL STUDS AT 24" O.C. ON 8" m STL TRACK SiLL PLATE, TO 9 AFF (CEILING) W1T14 5/8"WATER RESISTANT GYP 8D EACH SIDE, SOUND INSULATE K INTERIOR OFFICE: 3 5/8" X 20 GA STEEL STUD AT 24" O.C. TO 10'-6"AFF WITH SOUND BATT INSULATION, 5/8" GYP 8D EACH SiPE. 'ROOM FiNiSH SCHEDULE: EGGSHELL ENAMEL THROUGHOUT 1 FLOOR: CERAMIC TILE 8Y AZT BASE: CERAMIC TILE SY AZT WALLS: GYP 8D LEVEL 5 FINISH 96" TO 144" CLG: SUSPENDED ACOUSTIC +12' AFF 2,5-1,15 FLOOR: CARPET TILE BASE: 4" RUSSER WALLS: GYP 8D PAINTED, LEVEL 5 FINISH CLG: SUSPENDED ACOUSTIC +10' AFF 3,4,13,14, FLOOR: CERAMIC TiLE PERMANENT, SY AZT 16,18 DAZE: CERAMIC TiLE MY AZT WALLS: GYP SD LEVEL 5 FINISH 96" TO 144" LEVEL 5 FINiSI-1 IN 14ALL MD BREAK ROOM CLG: SUSPENDED ACOUSTIC 10' AFF 9-12 FLOOR: CERAMIC TILE PERMANENT 8Y AZT SASE CERAMIC TILE BY AZT WALLS: CERAMIC TILE TO +48" OF SY AZT GYP 8D PAINTED AEOVE, LEVEL 5 FiNiSH CLG: GYP BD PAINTED, LEVEL 5 FINISH 11 FLOOR: EXPOSED CONCRETE SEALED,MM-80 JOINT FILLER BASE: NONE, RUSSER BASE ON BYP 8D WALL WALLS: EXPOSED CONCRETE, NO PAiNT, PAiNT STEEL COLL,IMNS SAFETY YELLOW TO +96" AFF, GYP ED W,4LLS, PAINTED, LEVEL 4 FINISH CLG: EXPOSED WOOD ROOF STRUCTURE, NO PAiNT FINISH NOTES: 1. ALLOW FOR 1 ACCENT WALL COLOR PER ROOM 2. LEVEL 5 GYP 8D FINISH THROUGH OUT EXCEPT BEHIND DISLAYS, +96" TO 144" 3. SUSPENDED ACOUSTIC CEILING TO SE ARMSTRONG 2'X2' PRELUDE 15/16" WITH DUNE TEGULAR 2'X2' TiLE 4. CARPET 'TILE-MOHAWK ICONIC EARTH COLLECTION, DRIFTWOOD GROUND 983 CREAM SLATE -RANDOM INSTALLATION 5. WALL P,41147 : MAIN: FRAZEE STERLING COIN 8182W-EGGS14ELL ACCENT 1 FRAZEE STONEWALL 8183-EGGS14ELL ACCENT 2 PUNN ENOWARDS SULE CHIP 5861 -EGGSHELL 6. WAREHOUSE WALL: ICi SWiSS COFFEE 2012-EGGSI-TELL 1. HARD LID CEILINGS: ICi SWISS COFFEE 2012 -MATTE 8. 14OLLOW METAL DOOR AND FRAMES: SLACK SEMi GLOSS 9. BOLLARDS PiT ANGLES, GUARDRAILS: SAFETY YELLOW -SEMI GLOSS 10. WOOD DOORS: STAiN/LACC LER - SI-IERUIN WILLIAMS WOOD CLASSICS 3132 SEACI- UJOOD STAiN, 2 COATS CLEAR COAT. 11. ORDER DESK, COFFEE STATIM, PRINTER CCXITNER- SI -ER IN WiLLiAMS, TRICORN SLACK 5W6258 SATIN, PROVIDE SLACK LACQUER SAMPLES TO AZT FOR APPROVAL FINISH NOTES:: A. BREAKROOM MILLWORK PLASTIC LAMINATE, VERTICAL SURFACES, WILSON ART ASIAN NIGHT -1949k-18, HORIZONTAL SI RFACES-WILSON ART ARDEN PARK CARRERA.. Y0311k-22, BLACK MELAMINE ADJUSTABLE SHELVING. NOTES: 1. NEW HOLLOW METAL DOORS AND FRAMES TO SE PAINTED SLACK 2. DOOR WINDOWS TO BE 24" X 36 "SAFETY GLAZING iN METAL SES THAT ARE FACTORY PAINTED TO MATCH TiMELY DOOR FRAMES. 3. 18" WiDE FULL HEIGHT SiDE LiGHTS AT OFFICES AND SREAKROOM TiMELY FRAMES 4. TiMELY PER FINISHED FRAMES TO SE ALUMATONE FiNISH SC108 5, SOLiD CORE WOOD DOORS TO SE "HALEY" ROTARY CUT UNITE !BIRCH, SHER IN WILLIAMS . WOOD CLASSICS 3132 SRICI4WOOD SATiAN, 2 COATS CLEAR SEALER,PROViDE STAiN SAMPLES TO AZT FOR APPROVAL 6. LOCKSETS AND PASSAGE SETS TO SE SCHLAGE AL SERIES, SATURN LEVER SATiN. DOORS 1,1AJ11,N3J 5,N8N9,N10 WILL HAVE TRANSITION THRESHOLDS BETWEEN SLIGHTLY UNEVEN FINSIH FLLOR HEIGHTS. COORDINATE WiTH AZT INSTALLATION CREW. SOME FIELD ADJUSTMENT, OR FIELD CUTS COULD SE NECESSARY AT UNDER SiDE OF DOOR OR AT THE FRAMES AT NESE LOCATIONS. ADD 6" STRAPPING WALL TYPE 50'-4" ACCESSIBLE ENTRY SHOWROOM EXiT PATHWAY WITH BATTERY SACKED UP LiGHT FIXTURES. z 0 E 0 r- h A ALL IGN WALLS AND FUR .0 1 0011100 FLOOR PLAN NOTES: • 1. SHOWROOM FACEPLATES, OUTLEtS ORDER DESK TO SE SLACK. 2. BOLLARDS TO SE LOCATED AT ALL D DRiVE THROUGH DOORS, PAINT SAFETY YELL 3. PROVIDE 4'X8' FIRE RATED PLYWOOD BACK SWiTCHES,AND DRI iN AND WINDOW SCHEDULE: EXISTING STOREFRONT INSULATED GLAZING U=0.036 Wi NEW ALUMINUM STOREFRONT TO MATCH CODE. SEE BLOW UP SHEET T-3 ELEV PIPED T AND THERMAL BROKEN ALUMINUM FRAMES EXISTiNG (U•036) SAFETY`GLAZiN PER 11J2 NEW =5'X4'-6" +42" AFF. INSULATED GLAZING iN TiMELY PER FINISHED FR, W3 NEW 18" FULL HEIGHT SIDE LIGHTS iN TIMELY FRAMES, SAFETY GLAZING SFe1/1.00=98 OFFICE FLOOR PLAN SCALE: 1/8" = 1'-0" CORRECTION LTR# I) ol 9'1 C:\Documents and Settings\Ail UserssDocuments\CAD12015115-03 SEBCO HORIZON FORDiTENANT TILEiCD'S1T:1-T-4,T-8. , T-2, 8!13/2018 225:19 CERAMIC TILE FULL HEIGHT CERAMIC TILE SA rA)IRESTROOM-ELEVATION5-IRR-12 PAINTED GYP BP HEIGHT, TYP. / TYP. TOILET PARTITIONS 0 0 a 4 cA . TV FULL WIDTH X11 RROR • k4w .121.1'` 1 - ", Cil 1 __ 01 N \ ‘ ‘ CERAMIC TILE SA rA)IRESTROOM-ELEVATION5-IRR-12 PAINTED GYP BP HEIGHT, TYP. / TYP. TOILET PARTITIONS 0 0 a 4 CERAMIC TILE 4' WAINSCOT TYP. TV CERAMIC TILE 4' WAINSCOT TY a 1 I 1 CERAMIC TILE 4' WAINSCOT TYP. I 1 1 1 TOILET PAPER DISPENSER LOCATION — CERAMIC TILE BASE FOR DIMENSIONS AND NOTES SEE SINGLE RESTROOM PAINTED GYP BD HEIGHT, TYP. RESTROOM -ELEVATIONS -RR -12 CERAMIC TILE BASE P 1 1-.. A *MI 1 PAINTED GYP BD HEIGHT, TYP CERAMIC TILE 4' WAINSCOT TYP. CERAMIC TILE BASE NOTE: VERTICAL GRAB BAR 5' DIA. TURNING RADIUS MOUNT ALL ACCESSORIES AT +40" AEF TO OPERATING LOCATION RESTROOM FLAN 15 GENERIC FOR NOTES AND DIM. RESTROOM -TYPICAL -NOTES SCALE CERAMIC TILE FULL HEIGHt w 9-r 'Kt 0 N PAINTED GYP BD CERAMIC TILE 4' WAINSCOT TYP. fRE5TROOM NOTES: CERAMIC TILE BASE • INSULATE HOT WATER AND DRAIN PIPES, TYP. PAINTED GYP BD • m CERAMIC TILE FULL HEIGHT 3J-4" PAINTED GYP BD HEIGHT; TYP. 00 DISPENSER 2' 1a" °CATION 18" 5MIN CLEAR A SINGLE -RESTROOM -ELEVATIONS SCALE PAINTED GYP BD HEIGHT, TYP. o 0 a 4 CERAMIC TILE 4' WAINSCOT TYP. TV CERAMIC TILE 4' WAINSCOT TYP. CERAMIC TILE 4' WAINSCOT TYP. RESTROOM -ELEVATIONS -RR -12 CERAMIC TILE BASE P 1 1-.. A *MI 1 PAINTED GYP BD HEIGHT, TYP CERAMIC TILE 4' WAINSCOT TYP. CERAMIC TILE BASE NOTE: VERTICAL GRAB BAR 5' DIA. TURNING RADIUS MOUNT ALL ACCESSORIES AT +40" AEF TO OPERATING LOCATION RESTROOM FLAN 15 GENERIC FOR NOTES AND DIM. RESTROOM -TYPICAL -NOTES SCALE CERAMIC TILE FULL HEIGHt w 9-r 'Kt 0 N PAINTED GYP BD CERAMIC TILE 4' WAINSCOT TYP. fRE5TROOM NOTES: CERAMIC TILE BASE • INSULATE HOT WATER AND DRAIN PIPES, TYP. PAINTED GYP BD • m CERAMIC TILE FULL HEIGHT 3J-4" PAINTED GYP BD HEIGHT; TYP. 00 DISPENSER 2' 1a" °CATION 18" 5MIN CLEAR A SINGLE -RESTROOM -ELEVATIONS SCALE PAINTED GYP BD HEIGHT, TYP. 1. ALL TOILET ACCESSORIES TO BE MOUNTED AT +40" TO OPERATING FUNCTION 2. FLUSH HANDLE TO BE ON WIDE SIDE OF TOILET ROOM 3. INSULATE WASTE AND WATER AT SINK 4. GRAB BARS ARE TO SE 1 1/4" DIA STAINLESS STEEL KNURLED 5. MOUNT CRAB BARS 1 1/2" FROM WALL 6. PROVIDE TOILET PAPER HOLDER (DUAL), GRAB BARS, SEAT COVET:? DISPENSER, SURFACE MOUNTED TOWEL DISPENSER 1. PROVIDE A 140T WATER TANK IN JAN, RECIRCULATING SYSTEM FOR HOT WATER. S. EXHAUST FAN TO EXHAUST TO OUTSIDE, TIMER SWITCH 9. COUNTER TOPS TO BE INSTALLED AND PROVIDED BY AZT. 10. AZT TO PROVIDE AND INSTALL WAINSCOT TILE, BASE AND FLOOR TILE 11. MIRROR PROVIDED AND INSTALLED 13Y AZT, MAX. 40" AFF TO REFLECTIVE SUiACE 12. TOILET COMPARTMENTS TO BE WILSONART SLACK 1595 13. ACCESSORIES TO BE 13013RICK SURFACE MTD PAPER TOWEL DISPENSER, WASTEBASKET, GRAB BARS, TIOIT PAPER DISPENSER, NAPKIN DISPOSAL, TOILET SEAT COYER DISPENSER err GC. AZT WILL PROVIDE SOAP DISPENSER, AND MIRRORS. CERAMIC TILE BASE TOILET PAPER DISPENSER LOCATION CERAMIC TILE BASE PAINTED GYP BD HEIGHT, TYP. • CERAMIC TILE 4' WAINSCOT TYP. • CERAMIC TILE BASE NOTE: ELEVATION ELEVATIONS SHOWN ARE FOR RR 10. RR 9 SIMILAR PAINTED GYP BD HEIGHT, TYP. o 0 a 4 CERAMIC TILE 4' WAINSCOT TYP. TV CERAMIC TILE 4' WAINSCOT TYP. 1. ALL TOILET ACCESSORIES TO BE MOUNTED AT +40" TO OPERATING FUNCTION 2. FLUSH HANDLE TO BE ON WIDE SIDE OF TOILET ROOM 3. INSULATE WASTE AND WATER AT SINK 4. GRAB BARS ARE TO SE 1 1/4" DIA STAINLESS STEEL KNURLED 5. MOUNT CRAB BARS 1 1/2" FROM WALL 6. PROVIDE TOILET PAPER HOLDER (DUAL), GRAB BARS, SEAT COVET:? DISPENSER, SURFACE MOUNTED TOWEL DISPENSER 1. PROVIDE A 140T WATER TANK IN JAN, RECIRCULATING SYSTEM FOR HOT WATER. S. EXHAUST FAN TO EXHAUST TO OUTSIDE, TIMER SWITCH 9. COUNTER TOPS TO BE INSTALLED AND PROVIDED BY AZT. 10. AZT TO PROVIDE AND INSTALL WAINSCOT TILE, BASE AND FLOOR TILE 11. MIRROR PROVIDED AND INSTALLED 13Y AZT, MAX. 40" AFF TO REFLECTIVE SUiACE 12. TOILET COMPARTMENTS TO BE WILSONART SLACK 1595 13. ACCESSORIES TO BE 13013RICK SURFACE MTD PAPER TOWEL DISPENSER, WASTEBASKET, GRAB BARS, TIOIT PAPER DISPENSER, NAPKIN DISPOSAL, TOILET SEAT COYER DISPENSER err GC. AZT WILL PROVIDE SOAP DISPENSER, AND MIRRORS. CERAMIC TILE BASE TOILET PAPER DISPENSER LOCATION CERAMIC TILE BASE PAINTED GYP BD HEIGHT, TYP. • CERAMIC TILE 4' WAINSCOT TYP. • CERAMIC TILE BASE NOTE: ELEVATION ELEVATIONS SHOWN ARE FOR RR 10. RR 9 SIMILAR PAINTED GYP BD HEIGHT, TYP. RESTROOM -ELEVATIONS -RR -11 SCALE 13'-92" CERAMIC TILE BASE ELEVATION PAINTED GYP BD HEIGHT, TYP. CERAMIC TILE 4' WAINSCOT TYP. 4S"X60" LATCH APPROACH, PULL SIDE 14'-14" 161-511 `— CERAMIC TILE BASE to - 48"X60" APPROA' PULL SID ATCH 60"X60" CLEAR SPACE RE 1,ODE COM APPRO SEP 04 2018 of Tukwila BUILDING DIVISION ETCOM !BLOW Uig PLAN SCALE: 1/4" = 1' -ID" RECEIVED CITY OF TUKWILA JUN 272010 PERMIT CENTER v w O DRAWN BY w a 6 m w U DESCRIPTION co a >- cn co Opcc0 I I In CO tn N (0 (0 0 0 N N 0 0 T=3 C:\Documents and Settings\All Users\Documents\CAD12015115-03 SEBCO HORIZON FORD\TENANT TILEICD'S\T-1-T-4,T-8.dwg, T-3, 6/25/201811:43:02 PM 0 CERAMIC TILE 4' WAINSCOT TYP. RESTROOM -ELEVATIONS -RR -11 SCALE 13'-92" CERAMIC TILE BASE ELEVATION PAINTED GYP BD HEIGHT, TYP. CERAMIC TILE 4' WAINSCOT TYP. 4S"X60" LATCH APPROACH, PULL SIDE 14'-14" 161-511 `— CERAMIC TILE BASE to - 48"X60" APPROA' PULL SID ATCH 60"X60" CLEAR SPACE RE 1,ODE COM APPRO SEP 04 2018 of Tukwila BUILDING DIVISION ETCOM !BLOW Uig PLAN SCALE: 1/4" = 1' -ID" RECEIVED CITY OF TUKWILA JUN 272010 PERMIT CENTER v w O DRAWN BY w a 6 m w U DESCRIPTION co a >- cn co Opcc0 I I In CO tn N (0 (0 0 0 N N 0 0 T=3 C:\Documents and Settings\All Users\Documents\CAD12015115-03 SEBCO HORIZON FORD\TENANT TILEICD'S\T-1-T-4,T-8.dwg, T-3, 6/25/201811:43:02 PM ENERGY LIGHTING CODE: SHOWROOM 6 1.68WATSS PER SF 5,300 SF = 8,904 WATTS ALLOWED OFFICE ENCLOSED 6 1.11 WATTS PER SF 1,108 SF = 1,230WATTS ALLOWED OFFICE OPEN 6 0.98 WATTS PER SF 2,552 SF = 2,501 WATTS ALLOWED RESTROOMS 6 0.98 WATTS PER SF 850 SF 833 WATTS ALLOWED WAREHOUSE .058 WATTS PER SF 82,592 SF : 500803 WATTS ALLOWED TOTAL WATTS ALLOWED = 64,211 WATTS FOR INSTALLED LIGHTING, SEE ELECTRICAL PLANS 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharge. NOTE: EMERGENCY LIGHTING FACILITIES 51 -TALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITED TO DECLINE TO 06 FOOT-CANDLE AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE AT THE END OF THE EMERGANCY LIGHTING TIME DURATION. A MAXIMUM -TO -MINIMUM ILLUMINATION UNIFOR1ITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. SPACER BAR, OR OTHER SUITABL SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. S95 CROSS RUNNER MAIN RUNNER ,-I 1N1 ,4i LA7,4JE tglALL5 4r / NOTE: ATTACH CEILING AND GRID TO WALL ANGLE (MOULDING) AT TWO ADJACENT WALLS VIA POP RIVETS. 4 #12 GA. WIRES WITHIN 2" OF CROSS TEE CONNECTION ARRANGED AT 90° FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45°. LOCATE RESTRAINT PANELS AT 12' O.C. IN EACH DIRECTION AND WITHIN 6' OF EACH WALL. RESTRAINED CEILING DETAILS (MEETS IB SCALE NOTES: SUSPENDED ACOUSTIC CEILING 2'X2', SEE FINISH SCHEDULE, AT +12' AFF. DAYLIGHT ZONE, INE3OARD 10' AFF SEPARATE LIGHT CONTROLS OR OCCUPANCY SENSORS IN ROOM 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 electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not Tess than 90 minutes and shall consist of storage batteries, unit equipment or an on-site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not Tess than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. NOTE: SUSPENSION WIRES TO BE 12 GAGE AT 4' D.C. W/ ATTACHMENT DEVICES CAPABLE OF IWNFO REIRAETRU AES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING: WIRES ARE PROVIDED I) MAIN BEAMS TEES AND CROSS TEES MUST BE HEAVY DUTY WI CONNECTION STRENGTHS OF 100 POUNDS IN COMPRESSION 4 TENSION. 2) CEILING AREAS GREATER THAN 1000 SF MUST HAVE LATERAL FORCE BRACING VIA DIAGONAL SPLAY WIRES, LIMITING MOVEMENT TO LESS THAN 1/4" AT POINT OF C 201fT ll 'AND ASTM C 635 ,45TH C 636 SUSPENDED ACOUSTIC CEILING 2'X2', SEE FINISH SCHEDULE, AT +10' AFF. 3) LIGHT FIXTURES TO BE POSITIVELY ATTACHED TO MAIN AND CROSS TEES. AND IF OVER 56", MUST BE INDEPENDENTLY SUPPORTED. 4) 5) PARTITIONS GREATER THAN 6' TALL NEED INDEPENDENT BRACING VIA SPLAY WIRES (SEPARATE FROM ANY OTHER WIRES). PARTITIONS 6' OR LESS NO ATTACHMENT 15 REQUIRED. SPRINKLER HEAD PENETRATIONS MUST HAVE 2" OVERSIZED TRIM TO ALLOW 1" MOVEMENT IN ALL DIRECTIONS. 6) MANUFACTURER CERTIFICATION OF COMPONENT PERFORMANCE AND PERIODIC SPECIAL INSPECTION OF ANCHOR SYSTEM 1) dlt 18•AiREAS EXCEEDING 2500 SF, A SEISMIC SEPERATION JOINT OR FULL HEIGI4t WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED. 8) ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO Y60 OF ITS SPAN. 9) ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN 3 INCH. AND ASCE 1-02) TYPES 4...I\1 1 1 1.1 1 I 11010 P.1 1 WITH BACK LIGHTING L adtigrgatri,/�a �iorloldIragin,/ID.rooloPro:/riP0,0-,0,:dpriffArarAe,pi �ir4 1K 10,0 „:4 ,44,1,„ A 0.,01 4 A _ A I 01 ig I Pa rA r-dri ;rail IN NM 1 is linili al =IAN Elf/ di I :IrrO Irrergr ii00 0 110 III_ 1 A A AI A „„,,,,,,A,40„ , ,...,. Ar AMIE il ars imam . mei milirn . i sp , ii MiiIiiHil i rriard..Orr dr 1111.11111111M11;fr Al Al iv FrA rdrArdrAlucimaiimmimmiliniimilliourtos. Id 1 4/10 dArr rifterirerlikliali-allahillit11111111111111111111111111" AM 2116 P941, ArdrOlili IEEE I 1111 limn //AI' ,,,,,,,,,N Lim, op" rribliNallilleidillillidgEMIIPF ' A Aloo1 _oromreilit4r4,191119.0 alumlimmini • mu • slim IN I 111 _ferif6rn�fnlryMIN rrlid111111111111111111lW INSTALL GYP BD WRAPED HEADER AT +9/6" AFF 011 ArA 1111 1111 II II 111 I HI 111 FtHh! 111111 X11' 1 A r . mu PirrrA.OprAill 1111.1 I grded,e,„n• iriwPZN4r.IIIIIIIBIIILIIIIIIIIIIIIIIIIUNIIII Mil we •:�■ DAYLIGHT ZONE, IN3OARD 10' AFF SEPARATE LIGHT CONTROLS OR OCCUPANCY SENSORS IN ROOM -. - ,, ■■ii■;turd/ ii""'�r1;z.„„.,I NI , , 4 r r rIII r r- r r, op 4 iNailii MI MI 44 Adi AdA Ai A A A EN Erojorivenriejorojezrer, 00 ILIIII.111..111111.11.11�II P rl r � SUSPENDED ACOUSTIC CEILING 'a�'�� ���i� r 2'X2', SEE FINISH SCHEDULE, _ III IIIIIII� AT .10' AFF. ._�i iis iiIII, - : D II 111 AM P II tIll . 111 111!1���1111!�■�■ ■�'1 ■■■1111: ■t 111111111111116-- 11111111111M 111! '■�� 1■ 11111111111111111111111111111111116emmillin1111111 11111 ■a■■■• ■■aIII 111111111611k■■■11-11611 ■i1101110110.1111111 MEMi ■ !! U! � ���■ ■iii■MINI 1■■ ■ '1 •uIlk ■ • MINS MINN INN IIIIM1111111 I 1.1111111111111111 111111111111111111111111=1111111 111 ■■�•�■■■�. MIs■ NIS■•■s ■.s - _.,_. 1111111�111111��1•S��r-�����■■���■■■■ 11111111111111111_ "41111116.."411111 1111 111111111 ADA ma ter.:-,- - - - - - �■■ i; U �, FD ADA .� 1111__IU•. r 1■SUIII 1!■■:ii 011111111.021-NI MEI GYP BO LING AT +9' AFF ON 6"X20 GA • TL JOISTS AT 24" O.C., SOUND INSU TE CEILING 0 ■N EM■■ 11 0 Fl 1 II 0�■� ■ I; REFLECTED CEILING NOTES 1. PLACE HEADER AT HALLWAYS AND WHERE NECESSARY TO ALLOW CEILING GRID PLACEMENT RESULTING IN CENTERED TILES FOR LIGHTS AND DIFFUSERS. 2. IN SHOWROOM TO HALLWAY, PROVIDE 'HEADER AT 6" BELOW LOWEST CEILING 3. FINAL LAYOUT OF LIGHTING PER LIGHTING PLAN FROM REGENCY LIGHTING. TACK LIGHTS WITH TWO SEPARATE HEADS TO E3E PLACED AFTER DISPLAYS ARE SET. 1 111 ■ M■ ■■■ MINI■ MINIM! • ■'i■■fir""onm_r silo WAREHOUSE REFLECTED GEILINCs PLAN SCALE: 1/S" = 11-0" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 4 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 2'2 2018 PERMIT CENTER w 1 a co >- r:> w U DESCRIPTION 0 00 ox 1< IL IJ_ VAlle.c„,01m.C• ! 0..] w 0 c:4 C1 z 1 H 0 0 T 4 C:\Documents and Settings\All Users\Documents\CAD\2015\15-03 SEBCO HORIZON FORD\TENANT TILE\CD'S\T-1-T-4,T-8.dwg, T-4 REF CLG, 6/25/2018 10:32:33 PM J CORNICE FLASHING PAINTED CLERESTORY WINDOWS 7 (U=096) 0 a 6'-4" ANGLED WALL SEE ELEVATION SOUTH WESTERLY BELOW PAINTED 6 " paiihni=n 1T P 9'-4 • 13 r I TYPICAL REVEALS \ CORNICE FLASHING PAINT d PAINTED METAL DOORS PAINTED TILT UP CONCRETE WALLS WITH ACCENT COLORS(3) jf in SOUTH ELEVATION SCALE: 1/16" = 1'-0" CLERESTORY WINDOWS (U-0.38) TYPICAL SCUTI-! WEST ELEVATIONREvE"s PAINTED TILT SCALE: 1/16" = 1'-0" UP CONCRETE WALLS WITH 16 ACCENT COLORS(3) CORNICE FLASHING PAINTED PAINTED METAL DOORS TYPICAL REVEALS METAL CANOPY OUT 3'-11" PRE -FINISHED PAINTED TILT UP CONCRETE WALLS UJITH ACCENT COLORS(3) 0101.1111011, PAINTED tlLt UP CONCRETE WALLS WITH ACCENT COLORS(3) T • \ CORNICE FLASHING� PA INTED r IBLJ FOS DO OR ►n PAINTED 6" DOWNSPOUT to p CORNICE FLASHING PAINTED INSULATED GLAZING IN THERMAL BROKEN FRAMES (U=0.36) SPANDREL GLASS (SP) PAINTED METAL Z- PAINTED DOOR AND METAL DOCK FRAME, STAIRS DOORS WIT FUTURE DOCK SEALS DOOR SEE SECTION TYPICAL 5/A5 REVEALS METAL CANOPY OUT 3'-11" PRF - li DOCK. LEVELER PAINTED TILT UP CONCRETE WALLS WITH ACCENT COLORS(3) PAINTED METAL DOORS WITH STEPS AND RAIL INGS DOCK LEVELER r NEW DOOR 21 11'X16 DOCK CUT UP CANOPY TO LEVELER NOT -1 LitV,41-ioN: E4ST SCALE: 1/16" = 1'-0" CORNICE FLASHING PA INTED rAftiltID pOU1NSPOU m • CORNICE FLASHING PA INTED PAINTED METAL DOORS WITH STEPS AND RAILINGS TYPICAL REVEALS 0 i HORIZONTAL PROTECTION AT FIRE WALL, 11-1OUR EACH SIDE FOR 4', 3/4 HOUR OPENINGS. AT OVERHANG, NO PROTECTION REQUIRED FOR NON -CONCEALED ®NON COMBUSTIBL CONSTRUCTION PAINTED METAL DOCK DOORS WIT SEALS \PAINTED TILT UP CONCRETE WALLS WITH iACCEN? COL ORS( 3) 1 JO— NOTk ELEVATION: WEST SCALE: 1/16" = 1'-0" CORNICE FLASHING PAINTED 0 1 1 EAST ELV4TION SCALE: 1/16" = 1'-0" GP PAINTED METAL DOORS SP or er to INSULATED GLAZING IN THERMAL BROKEN FRAMES (U=0.36) SPANDREL GLASS (SP) OP SP 12'X14' DRIVE IN DOOR, LOCK DOWN IN POSITION, WEATHERSTRIP AND SEAL DOOR, SIGN "DOOR BLOCKED" • INSULATED GLAZING IN THERMAL BROKEN FRAMES (U=0.36) SPANDREL GLASS (SP) or INSULATED GLAZING IN THERMAL BROKEN FRAMES (U = 036 ) SPANDREL GLASS (SP) a. er TYPICAL , PAINTED REVEALS — METAL WEST ELEvAtPeA SCALE: 1/16" = 1'-0" PAINTED TILT UP CONCRETE WALLS WITH ACCENT COLORS(3) ANGLED WALL SEE SOUTH WEST ELEVATION p I8-o�R9 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 04 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 27 2018 PERMIT CENTER T N tn 0 Q DESCRIPTION 9 O 0 N O W OX _ <C O LL r IMPRO VEMFN C1 1,4 H (f)O`o 1- _- ct Q >? zr o co J (0 6) W r V) 0) 0 C:\Documents and Settings\AII Users\Documents\CAD\2015\15-03 SEBCO HORIZON FORD\TENANT TILE\CD'S\T-0,T-5-T-7.dwg, T-5, 6/25/2018 3:0221 PM SINGLE PLY ROOFING MEMBRANCE OVER R-38 RIGID INSULATION OVER PLYWOOD ROOF STRUCTURE SEE STRUCTURAL R-19 STICK PIN INSULATION WIN FS 25 WHITE VINYL FACING EX/ METAL CANOPY WITH PRE -FINISHED STANDNG SEAM TYPE A WALL FURRING WITH 2" RIGID AND R-21 INSULATION PRE FINISHED SHEET METAL CORNICE NEW SUSPENDED CEILINGI NEW STOREFRONT TO MATCH EXISTING INSULATED WITH SPANDREL NEW FURRED WALL TYPE B R 10 RIGID INSULATION X 4' 3'-11" 8" SLA FOOTING WALL SECTION SCALE: 1/2" = 1'-0" PAINTED CONCRETE TILT -UP /- PRE FINISHED SHEET METAL CORNICE PAINTED REVEAL TYPICAL 5INGLE PLY ROOFING MEMBRANCE OVER R-38 RIGID INSULATION OVER PLYWOOD ROOF STRUCTURE SEE STRUCTURAL R-19 STICK PIN INSULATION WIN FS 25 WHITE VINYL FACING TYPE A WALL FURRING � - WITH 2" RIGID AND R-21 INSULATION NEW SUSPENDED CEILING TYPE A WALL FURRING WIN 2" RIGID AND R-21 INSULATION R 10 RIGID INSULATION X 2' 8" SLAB FOOTING WALL SECTION SCALE: 1/2" = 1'-0" SINGLE FLY ROOFING MEMBRANCE OVER R-38 RIGID INSULATION OVER PLYWOOD) ROOF STRUCTURE SEE STRUCTURAL R-19 STICK PIN INSULATION WIN FS 25 WHITE VINYL. FACING TYPE A WALL FURRING WITH 2" RIGID AND R-21 INSULATION NEW SUSPENDED GEILI� TYPE A WALL FURRING WITH 2" RIGID AND R-21 INSULATION EXISTING OVERHEAD DOOR TO 5E "BLOCKED" FURR OUT, ALIGN WITH TILT UP WALL FURRING R 10 RIGID INSULATION X 2' 8" SLAB FOOTING PRE FINISHED SHEET METAL CORNICE PAINTED CONCRETE TILT -UP PAINTED REVEAL TYPICAL t30- 0 tg WALL SECTION SCALE: 1/2" = 1'-0" C:\Documents and Settings\AII Users\Documents\CAD\2015\15-03 SEBCO HORIZON FORD\TENANT TILE\CD'S\T-0,T-5-T-7.dwg, T-6, 6/26/2018 10:53:03 AM cn REVIEWED FOR CODE COMPLIANCE— APPROVED., SEP 04 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 272018 PERMIT CENTER w 61 V p W 0 a 0 w W v DESCRIPTION w 0 to N o o C) N') 00 00 7 d- N (0 (0 © 0 N N FO± AZT IMPKOVEivI �,n H (a:1 Z 00 1-1 1 Z I W Z 1-4 rr N C t -H 0 o WALL TYPE�A� SLICK PIN r PAINTED CONCRETE TILT -U1= HEAD FLASHING AND CAULK 1" INSULATED GLAZING WITH THERMAL BROKEN FRAMES WINOW HEAD SECOND SCALE: 1 1/2" = 1'-0" WALL TYPE A STICK PIN 1" INSULATED GLAZING WITI-I THERMAL BROKEN FRAMES SILL FLASHING AND CAULK 7 PAINTED CONCRETE TILT -UP WINDOW SILL SECONp SCALE: 1 1/2" = 1'-0" WALL TYPE A FURRING, STICK PIN WALL TYPE A FURRING PAINTED CONCRETE fTILT-UP HEAD FLASHING AND CAULK 1" INSULATED GLAZING WITH THERMAL BROKEN FRAMES WINOW 4E4 FIRST SCALE: 1 1/2" = 1'-0" WALL TYPE I3 FURRING CONCRETE SLAB R-10 PERIMETER INSULATION SPANDREL SAFETY GLAZING, OPAQUE SUB SILL FLASHING ANp CAULK Li- SIDEWALK WITH EXPANSION JOINT WINDOW SILL FIRST SCALE: 1 1/2" = 1'-0" SINGLE PLY ROOFING MEMBRANCE OVER R-38 RIGID INSULATION OVER PLYWOOD Fr l ROOF STRUCTURE SEE STRUCTURAL R-19 STICK PIN INSULATION WITH F5 25 WHITE VINYL FACING WINDOWS BEYOND WINDOWS BEYOND SPANDREL GLASS FUTURE FURRED WALL PRE FINISHED SHEET METAL CORNICE PAINTED CONCRETE TILT -UP PAINTED REVEAL TYPICAL 1" INSULATED GLAZING WITH THERMAL BROKEN ALUMINUM FRAMES U=0.38 1" INSULATED GLAZING WITH THERMAL BROKEN ALUMINUM FRAMES U=0.38 R 10 RIGID INS LATION.. X 2' S" SLAB FOOTING L 4" CONCRETE SIDWALK WITH BROOM FINISH WALL SECTIO SCALE: 1/2" = 1'-0" REVIEWED CODE COMPLIANCE ;APPROVED 6" DIA FOOTING DRAIN WITH FILTER CLOTH TIE TO STORM SEP 04 2018 City of Tukwila RECEIVED ITY OF TUKWILA JUN 27 2818 BUILDING DIVISION �' ERMIT CENTER 1- a CO i DESCRIPTION 0 u- Co (94 co r cn o CO 00 N N d 0 0 IMPROVEM 1InT z z w N C:\Documents and Settings\AII Users\Documents\CAD12015\15-03 SEBCO HORIZON FORD\TENANT TILE\CD'S\T-0,T-5-T-7.dwg, T-7, 6/26/2018 10:53:23 AM 36,00" 34.00" fin 42,00" 41,25" 9,00 ess rTh 2 CM STONE COUNTER TOP 5Y OWNER COORDINATE INSTALLATION REQ 'S W/ OWNER. CONTRACTOR TO PROVIDE i" SUBTOP WOOD CA5INETRY - SHOP OF FiELD BUILT C+ -LASE WALL - Electrician to provide power 4 voice and data rough in with pullstrings In knee spaces STAINED WOOD or PLASTIC LAMINATE INTERIOR FINISH. REFER TO ELEVATIONS FOR LOCATIONS OF DOORS AND DRAWERS. 4" TOE KICK -Tile base 21,00" ELECTRICAL 4 DATA CONDUIT IN TRENCI-I or FROM ADJACENT WALL TO MILLWORK CHASE 3600" 3400" 9,00 31.00" 30,25" ELECTRICAL 4 DATA CONDUIT FROM ADJACENT WALL TO MILLWORK CI -LASE STONE COUNTER TOP Bpi' OWNER COORDINATE INSTALLATION REQ'S UJ/ OWNER. STAINED WOOD - Electrician to provide power 4 voice and data rough in with pullstrings In knee spaces REFER TO ELEVATIONS FOR LOCATIONS OF DOORS AND DRAWERS, 4" TOE KiCK -Tile base r 31 50"34.0 2100" 2275" 3000" • 0 0 0 0 0 0 0 108.00' a OIMMEMII 33.50' e 3600" 1700" LE 108,00' 1' ORD I '1FICA (ORD coin R) FN R ED 3400" STONE COUNTER TOPE r OWNER COORDINATE INSTALLATION REQ'S W/ OWNER. STAINED WOOD - Electrician to provide power 4 voice and data rough in with pullstrings In knee spaces REFER TO ELEVATIONS FOR LOCATIONS OF ,DOORS AND DRAWERS. 4" TOE KICK -Tile base EDRALLi lz:)IN NOUN INF-) OBD 17,00" RS ED SK bI4B o[c?d, REVIEWED FOR CODE COMPLIANCE APPROVED Sew 04 L10 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 27 201d PERMIT CENTER tu w O ce 0 0(o -01 -IS w U DESCRIPTION w O u- 1ral- a N a) (0 C5) PO 00 00 1 1 In '4" N c0 c0 0 0 N N W ox _< 0_L. VA II Lot IMPROVE �A' H 0 0 T C:\Documents and Settings\AII Users\Documents\CAD12015\15-03 SEBCO HORIZON FORD\TENANT TILE\CD'S\T-1-T-41T-8.dwg, T-8, 6/25/2018 3:43:56 PM MEN ( LUE) BRAILLE - GRADE 2, UPPER CLOSE 1/32" RAISE TYPICAL DOOR SIGNAGE NOT TO SCALE NOTE: ALL SIGNAGE TO MOUNTED ON STRIKE SIDE OF DOOR PLASTIC LAMINATE SIGN WITH SYMBOL FOR INTERNATIONAL ACCESS, WITH ROOM NAME (ALL ROUTED) WITH RAISED BRAILLE CHARACTERS COLOR WHITE ON BLUE HANDICAP RESTROOM SIGN NOT TO SCALE PAINT BLACK 3/4" x 2" FILLER SLAC GASKETS 1/4" EACH SIDE OF FILLER ELEVATION SILL BELOW DEEP LEG TRACK ATTACH 6 SILL AND CEILING - DO NOT ATTACH GYP. BD. TO TRACK STEEL STUD - ATTACH GYP. BD. MIL. PAINTED BLACK FASTENED 6 MAX 6" O.C. 111111111 SOUND CAULK PRIOR TO ATTACHING GYP. 5D. INTERIOR WALL DETAIL SCALE: I-1/2" = 1'-0" TYPICAL WALL FRAMING ATTACH BOTTOM TRACK TO CONC. FLOOR W/ POWDER DRIVEN ANCHORS, HILTI OR APPROVED, 0.131" DIA., 1" EMBEDMENT AT 24" SCALE: 1-I/2" = 1'-0" SECTION I tkL I UL) 1"KAC.t tY 8'- 0" =TO ROOF PURLIN - ATTACH TO TOP OF WALL AND PURLIN 10'-0" BATT INSULATION - R -II - VERIFY W/ENERGY CALCS. TYP. C FICE WALL FRAMING WBATT INSULATION 3 1/2" x 25 GA. STEEL STUDS 6 24" 0/C 5/8" GYP. D. BOTH SIDES 5/8" GYP. BD. (TYPE 'X' 6 FIRE RATED WALLS.) ACOUSTICAL BLANKET 6 SOUND WALL. CONC. SLAB ON GRADE UJALL TO SLAB SCALE: 1-1/2" SECTION CAULK GYP. BD. TO FLOOR 6 ALL SOUND AND INSUL. WALLS EX. ROOFING OVER EX PLYWOOD 0 u 1] 11 CAULK 2 X 6 STIFFNERS STUD FURRING ATTACH TO STIFFNERS FURR OUT THE EX. TRUSS SO THAT GYP. BIDS. LAP STUD FURRING ATTACH TO TRUSS (NOT TO STUD UJALL) 3" DEEP LEG TRACK W/ 3 SCREWS Q 2'-0" 06. DEMISING-WALL-NE4D SCALE:1-1/2"=1'-0" EMISING WALL W/DEFLECTION TRACK /8" GYP BD. BOTH SIDES 20 GA 9 24" 0.C. NOT ATTACHED TO TRACK BUT LAPPED UP INSIDE 1". GYP. BD. ATTACHED TO STUD BUT NOT TO TRACK SECTIG I TYPES WOOD DOOR TIMELY PRE FINISHED METAL FRAME 1/4" SAFETY GLAZING IN METAL STOPS MATCH FRAMES INTERIOR DOOR AND WINDOW JAM SCALE: 1-1/2" = 1'-0" WINDOW TIMELY PRE FINISHED METAL FRAME 5/8" GYP. BD. 50TH SIDES STEEL STUDS IOUJIN.OUJ JAM= E: 1-1/2" = 1'-0" WOOD DOOR TIMELY PRE FINISHED METAL FRAME 5/8" GYP. 50. BOTH SIDES STEEL STUDS INTERIOR DOOR JAMB SEC Q DRAWN BY w 0 Q DESCRIPTION t 0 rn(0 0000 000 PO CO dam- N 00 SEC N N SCALE: 1-1/2" = 1'-0" t:t o.qq INSULATED HOLLOW METAL 000 HOLLOW METAL DRY WALL FRAME 5/8" GYP. BD. B0TH SIDES STEEL STUDS • SEC REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 4 2018 City of Tukwila ILDING DIVISION I-IOLLOUJ METAL DOOR JAMB SCALE: 1-1/2" = 1'-0" RECEIVED CITY OF TUKWILA JUN 27 2010 PERMIT CENTER SEc w 0x 1< O 2T, IMPROVEM i,1�� 0 (24 O O Z 12441.1 �ll C C.0 7-1 O O� C:1Documents and Settings\All Users\Documents\CAD12015115-03 SEBCO HORIZON FORD\TENANT TILE\CD'S\T-0,T-5-T-7.dwg, T-9, 6/25/2018 3:04:42 PM