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Permit D18-0086 - A-AMERICA - OFFICE AREAS, ADA RESTROOMS, CEILING ETC
A -AM ERICA 18255 SEGALE PARK B DR DI 8-0086 City of Tukwila Department of Community Development j6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov Parcel No: Address: DEVELOPMENT PERMIT 3523049119 18255 SEGALE PARK B DR Project Name: A -AMERICA Permit Number: Issue Date: Permit Expires On: D18-0086 3/1/2019 8/28/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: LIT INDUSTRIAL LTD 1717 MCKINNEY AVENUE #1900 , DALLAS, WA, 75202 ASO JAFF 2505 3RD AVE - SUITE 324 , SEATTLE, WA, 98121 PATTISON GENERAL CONTRACTOR 15235 NE 90TH ST BLDG U, REDMOND, WA, 98052 PATTIGC917C7 CLARION/CBRE 1420 FIFTH AVE - SUITE 1200 , SEATTLE, WA, 98101 Phone: (206) 720-7001 Phone: (425) 978-8222 Expiration Date: 3/1/2019 DESCRIPTION OF WORK: DEMOLITION OF EXISTING OFFICE PARTITIONS TO CREATE OPEN OFFICE AREAS. UPDATE EXISTING BATHROOMS TO ADA STANDARDS. REPLACE FIRST FLOOR OFFICE CEILING. INFILL EXISITNG WALL TO CREATE NEW DEMISING WALL. Project Valuation: $125,000.00 Type of Fire Protection: Type of Construction: IIIB Electrical Service Provided by: Sprinklers: YES Fire Alarm: YES Fees Collected: $3,049.62 Occupancy per IBC: B Water District: Sewer District: Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: 3 _ )- 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: Lail c -Ls . Print Name: P(..) (IA. \A L4JJ ' /1 Date: J l This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: 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. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: 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. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: 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. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: 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. 14: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 19: 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) 18: 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) 15: 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) 16: 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) 17: 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) 20: Maintain fire extinguisher coverage throughout. 21: 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) 22: 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) 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 24: 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) / \ 25: 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) 26: 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) 27: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1018.1) 28: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1013.6.3) 29: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 33: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 31: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 30: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 35: 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) 34: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 36: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 37: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 38: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. r-1 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 0603 ROOF/CEILING INSUL 0406 SUSPENDED CEILING 0601 WALL INSULATION r� CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov f\ Building Permit No. Project No. o- Date Application Accepted: Date Application Expires: 3-2-3-10 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: King Co Assessor's Tax No.: g-7 tJa u -- C%146, at 54Ate PA& L iv ! - Tenant Name: -'l Any 2.4 ATG PROPERTY OWNER Name: akea l 0 up__ Address: /420 S. y4, As, v 1 W T II''�� Sta A. Zip:a City ��, /0/0/ CONTACT PERSON — person receiving all project communication Name: il,.12 /�� V i /► _ . Address: 2» / 1 > poi, City: 3 , . /i Zipgg,;1 7 w7C' l Phone: 4 A/ r 1 ?of Fax: GU>IQ,�I� Email: !7 D aii'f'7i�dr,,,,,._5 .40,,i GENERAL CONTRACTOR INFORMATION Company Name: ..l—� 0 Company Name: Z;eer t�n _ea..h4�lGf Architect Name: n 1 tZrtf-t �. fw Address: Engineer Name: City: 347•(2.(3s::. State: I „(� �/'��[ Zip: 9494 City: State: Email: / o 4 af7t't h Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: H:\Applications\Fortns-Applications On Line t2011 Applications\Permit Application Revised - 8-9-1!.docx Revised: August 2011 bh Suite Number: Floor: New Tenant: Yes ..No ARCHITECT OF RECORD Name: ./444e,A.1t>iP�- Aii, Company Name: Z;eer t�n _ea..h4�lGf Architect Name: n 1 tZrtf-t �. fw Lp� ,() Address: 2336— - Engineer Name: City: 347•(2.(3s::. State: I „(� �/'��[ Zip: 9494 Phone: 496, ,7 2 700/ Fax: l•e/ Email: / o 4 af7t't h .60/% ENGINEER OF RECORD Name: ./444e,A.1t>iP�- Aii, Address: j4,0S , Aia ie 170.0City: Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: ./444e,A.1t>iP�- Aii, Address: j4,0S , Aia ie 170.0City: 6,974„,72., State: 1 Zip Q`f Page l of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 1(3 /2)-(tre xisting Building Valuation: $ Describe the scope of work (please provide detailed inform on): P 2vc.i nvi mr eyJ Oil N 0 e— Merl G1mvfs eiteelitro. epeoeu - / A- '7p1-16 67-x/5774/4 bfrritecoofres it ADA -,zeiemeteD4. • c.= �t 4r Pi6:42 d 4 G '! L! A/ Ge • /I/Pra, ex, &riou , 14'4“- TZ, l iE 9-Z A 0014/ ,J4 WAcj ti - Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 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: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: 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 1g Floor 830 ! 4b - tO - `O B door Se)/ ?73 No 4/0 NO B ' / Floor _/Mit V'C'S ilk) 4/9 yz g 13 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 ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: 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 r PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 ED A NT: Signature: Print Name: D 14? -7 - Mailing Address: 2g OS 14) ftt 324 H:'Applications\Forms-Applications On Line \20I1 ApplicationsWermit Application Revised - 8-9-11.docx Revised: August 2011 bh Date: 312/ 20/ e Day Telephone: 206.720 .-2624)/ 5014-77-1 24 City State Zip Page 4 of 4 1 Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $72.10 D18-0086 Address: 18255 SEGALE PARK B DR Apn: 3523049119 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 DEVELOPMENT $70.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R17712 R000.345.830.00.00 1.00 $70.00 $72.10 Date Paid: Thursday, May 23, 2019 Paid By: BRANNIGAN HEENAN Pay Method: CREDIT CARD 07367G Printed: Thursday, May 23, 2019 10:07 AM 1 of 1 SYSTEMS Cash Register. Receipl City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,906.54 D18-0086 Address: 18255 SEGALE PARK 8 DR Apn: 3523049119 $1,906.54 Credit Card Fee $55.53 Credit Card Fee R000.369.908.00.00 0.00 $55.53 DEVELOPMENT $1,763.08 PERMIT FEE R000.322.100.00.00 0.00 $1,758.58 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $87.93 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17051 R000.322.900.04.00 0.00 $87.93 $1,906.54 Date Paid: Friday, March 01, 2019 Paid By: KEVIN HUDDLESTON Pay Method: CREDIT CARD 06579g Printed: Friday, March 01, 2019 2:53 PM 1of1 f ,a SYSTEMS r Cash Register Receipt City of Tukwila Receipt Number R14070 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $1,143.08 D18-0086 Address: 18255 SEGALE PARK B DR Apn: 3523049119 $1,143.08 DEVELOPMENT $1,143.08 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R14070 R000.345.830.00.00 0.00 $1,143.08 1.143.08 Date Paid: Friday, March 23, 2018 Paid By: CRAFT ARCHITECTS PLLC Pay Method: CHECK 008642 Printed: Friday, March 23, 2018 2:47 PM 1 of 1 CR'WYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 05/23/2019 10:06:52 AM CREDIT CARD SALE VISA CARD NUMBER: **********9861 K TRAN AMOUNT: $72.10 APPROVAL CD: 07367G RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 03/01/2019 02:52:26 PM CREDIT CARD SALE VISA CARD NUMBER: **********5501 K TRAN AMOUNT: $1,906.54 APPROVAL CD: 06579G RECORD #: 000 CLERK ID: jazzel 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 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 03/01/2019 02:52:26 PM CREDIT CARD SALE VISA CARD NUMBER: **********5501 K TRAN AMOUNT: $1,906.54 APPROVAL CD: 06579G RECORD #: 000 CLERK ID: jazzel Thank you! Customer Copy INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3 0 Permit Inspection Request Line (206) 438-9350 DSS 00Z Pro' ct: A .c 1-n I/lYkl C'4 Tyl f Ins cti n: .L_ LILA ke..X try. FMit A dress: i82SS' r pate Called: U Special Instructio . Date Wanted:Q 71 %- �j a.m. P.m. Requester: Phone No: Approve er applicable codes. Corrections required prior to approval. COMMENTS: Inspector DQ _Jti____, Date: _/' zoi9 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 iDtv- oat& Prrniect: A Aintr1cAtc Ty of Inspection: �lN1rq�. Address: J92ST S9ais Pi9+ic .B 01 rl'vie Special Instruct s:: Date Wanted: 9-12-2019 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: )U1.1V-1 e J /4r?° ,4ivcL 4s/44 Ica .vv`e-/eely r Dater Z^ /, n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. bite coax, INSP INSPECTION RECORD Retain a copy with permit NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: A ��C� �i A' M Type of Inspection: il0 A �wi -t.' Address: 162AC 4E4i 'Pito Date Called: 'bD Special Instructions: .Q, Date Wanted: ..1..10 a.m. p.m. Requester: Phone No: 2Q 944 1 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 5As Ha./ nspector: Date: 4 z n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D181-00516 Proj t:m -"re)-tcam, Type of Inspectio .. -4- (app t/r1hD Address: /3253 5 Ross( Date Called: tJ Special Instructs s: Date Wanted: a.m. p.m. Requester: Phone No: Approved p r applicable codes. C S: Corrections required prior to approval. Inspector: 67— 7- 73 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 N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project'. Type of Insp tion: L !I(/ i II,Ot/ Address: 5S 14Al /elant raid, Date Called: A2-- Date ed: 6, --ie ��7 ea.m ; p.m. Special Instructions: Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: * ii/rze,60,/;Afr Inspecto . aQ Oat &'Z./a z6/ 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 £I6 004, NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: �ria A 164- 4�s Type of Inspection: -F ev4 Address 6r617,4‘4.? 70/4164C- Date Calle Special Instructions: ,6 Date Wanted:y G^3 --p7 P.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: � �✓"i91�rV d1.-- InspectorircoQ Date: ' 29 f//�� /j n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit bob cog& PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3,670/ Permit Inspection Request Line (206) 438-9350 fk -INAAA0,,,A J�Q Project: Type of Inspection' ' ' 7 Address: i jZ5Ssr=_l 4& 6 Date Called: Aux, r3 be. - Date Wanted: ( /„ elCirT Special Instructions: V10V � Requester: J Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: r-- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. u INSPECTION RECORD Retain a copy with permit Ng" O ' INSPECTION NO. PERMIT Ni CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr 'ect: �'CT'/�ff� Type of Inspect ion: Fr� — ceov Address: z8z_5"rd' Dae Called: Special Instruct' ns:: B- by t i(- Date Wanted: m. p.m. Requester:.7 Phone No: 7' -b154( -9"i ElApproved per applicable codes. D Corrections required prior to approval. COMMENTS: cam- �+ /-31.1 ski, ;IA /Ms r'�j� je(J�✓i�yr� owl-- 60 lout 0.;U , ,Z( s 'j 1 /th iG/ aL( AV,r�rt� e(tvn lei Cti• r�✓ Inspector: Date: n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 tt, LV Project . 14iiim tc..4- Type of Inspection: TP S. Address: IOS55 3riea nt,e t9/14,,E3 Date Called: Dg, Special Instructions: Date Wanted: -. /5s-ici' Ca-,m� P.m. Requester: Phone No: ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: tri -rt�.� Inspector: G�� n REINSPECTION FE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: Sly 5 INSPECTION RECORD Retain a copy with permit DI 51-00% PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro ' Type of Inspection: /-,ti'ect: 344, ;A)6. ddress:/`G 11z�sss �J(�t[/ ��� Date Called: �~s Special Instruction Date Wanted: s"lt1 "Zl1l� p. • Requester: Phone No: ElApproved per applicable codes. Pig orrections required prior to approval. 4 UMW' : JIM r .7-etiff-erc95-7 31'd— (2cw) 32lQ Inspector: eV__O C DatelD -2o), 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 6.% INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: f 4— 1bf 4 C#4 Type of Ins ection: / Cif IAS.A.. Addres : J 7-� 5 4,41iti Pfruz,- Date C led: Special Instructions: /0".10- < /% Oa Date Wanted: lJ'—."19 II .m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: RovF -40-r p4 ( (S 6 cci- L:1-fr 7 I (Aec-d 61,S%f-c‘ke Inspector: Date? _z-4/7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. SEATTLE SOUTH BUSINESS PARK, BUILDING 2 TUKWILA, WA STRUCTURAL CALCULATIONS FOR MEZZANINE REMODEL REVIEVVED FOR CODE COMPLIANCE APPROVED MAY 21 2019 City of Tukwila BUILDING DIVISION 04-11-2019 2015 International Building Code April 11, 2019 ENW Project No. 77071019 •0 RECEIVED CITY OF TUKWILA MAY 17 2019 PERMIT CENTER VISION NO po8co 0 9725 Third Ave NE, Suite 207 • Seattle, WA 98115 • 206.525.7560 • fax 206.522.6698 www.engineersnw.com ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525.7560 FAX (206) 522-6698 PROJECT # PROJECT. - 5c-G7ALL Ilep.11./.45 L✓��_ D \TF SUBJECT _ . C SIIEET__- . _- ..OF BY GSLVI71uH N7.5 -EEUP7fc r J —(3 N 7-s 8d © 6"oc THRU (E) 'LYWOOD FLOORING TO (N) (2) 2x TOP PLATE 15'-0" FIELD VFY, 15/32" APA RATED PLYWOOD PANEL, ONE SIDE w/ EDGE NAILING @ 4"oc AND FIELD NAILING @ 12"oc, BLOCK ALL PLYWOOD EDGES w/ 2x BLKG. 2x4 STUD @ 16"oc 0'-0" \\\ SECTION • (E) W14 COLUMN #12x 2 1/2" TEK SCREW @ 6"oc TO (E) WF COL. 5/8"0 x 6" TITEN HD SCREW @ 40"oc & 4" FROM WALL ENDS w/ 2x P.T. BOT. PL (E) 6" SLAB -ON -GRADE 3/4" =1-0" SEGALE PARK DRIVE B, TUKWILA INTERIOR MEZZANINE REMODEL Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph. (206)525-7560, Fax: (206)522-6698 www.engineersnw.com ENG'D: BOSCO C DWN: JOB NO: 77071019 DATE: 04-11-2019 SHEET: SDI 15'-0" 9. FIELD VFY. 4x8 HEADER w/ (2) 2x JAMB 6'-8" VFY. w/ ARCH. (N) OPENING CENTERED AT SHEAR WALL, SEE ARCH. PLAN, MAX. OPNG. WIDTH = 6'-4" 0'-0" f SECTION PROVIDE PLYWOOD EDGE NAILING @ OPENING SIMPSON HD5B w/ 5/8123 THREADED ROD & SIMPSON SET -XP EPDXY (EMBED 4"), TYP. @ BOTH ENDS OF OPNG. NOTE: REMAINDER PER SECTION 1 3/4" = 1-0" SEGALE PARK DRIVE B, TUKWILA INTERIOR MEZZANINE REMODEL Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207. Seattle. WA 98115 Ph: (206)525-7560, Fax: (206)522-6698 www.engineersnw.com ENG'D: BOSCO C DWN: JOB NO: 77071019 DATE: 04-11-2019 SHEET: S^2 15'0" FIELD VFY. 0'-0" 1 SECTION (E) 8"0 HSS COL. (E) 5 1/8"x 21" GLB, FIELD VFY. 7 NOTE: REMAINDER PER SECTION 1 3/4" = 1'-0" SEGALE PARK DRIVE B, TUKVVILA INTERIOR MEZZANINE REMODEL Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525-7560, Fax: (206)522-6698 www.engineersnw.com ENG'D: BOSCO C DWN: JOB NO: 77071019 DATE: 04-11-2019 SHEET: %Vv ENWENGINEERS NORTHWEST, INC., P.S. ^ STRUCTURAL ENGINEERS PROJECT # Sl;F1JhCF 77071011 PRoJr.C-: 9725 THIRD AVE NE, Sucre 207, SEAL FLE, WA 98115 (206) 525-7560 1 -Ax (206) 522-6698 sz1- v tt mu< pro g, 7010.1107 /3tA/Lv l lf1 &i' - ' ;0C f i3t DA I I- SHF.FT .—. OF B /X. ;124;511.414 SE/ 5ni c : SS - 1.'(2? .fin S - 1. '/?4 Sp' - J. � y S i a c3) Sri r=✓ -X17 Sni a.;;) pj f PAI 0,1 � 1.a' 104v ' 5C0172 01- P a v/ S r ;: Y/ 7 _ JA/7,W(;E,,//c. _5/ i c f 1jtJi t 7Lr "7 nZZ z)AI fro / it 4/512019 U.S. Seismic Design Maps Battle South Business Park - Building 6, 18323 Andover Park W, Seattle, WA 93188, USA Latitude, Longitude: 47.4362119, -122.25691260000002 1,. ilei�f�r DIV \v/loving & Stor to ole Date Design Code Reference Document Risk Category Site Class Type Value Description SS 1.424 MCER ground motion. (for 0.2 second period) S1 0.531 MCER ground motion. (for 1.0s period) SMS 1.424 Site -modified spectral acceleration value Mi 0.797 Site -modified spectral acceleration value SOS 0.949 Numeric seismic design value at 0.2 second SA S01 0.531 Numeric seismic design value at 1.0 second SA Type Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2 second Fv 1.5 Site amplification factor at 1.0 second PGA 0.584 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAtit 0.584 Site modified peak ground acceleration TL 6 Long -period transition period in seconds SsRT 1.424 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.496 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration Ss9 3.063 Factored deterministic acceleration value. (0.2 second) S1RT 0.531 Probabilistic risk -targeted ground motion. (1.0 second) S1 UH 0.569 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. Si D 0.978 Factored deterministic acceleration value. (1.0 second) PGAd 1.098 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.952 Mapped value of the risk coefficient at short periods CR1 0.934 Mapped value of the risk coefficient at a period of 1 s -Zatnief. !rid u't V 4/5/2019. 9:36:10 AM ASCE?-10 I I ID - Stiff Soil OSHPD G 3ff't��'i ; titrtat. 'Ut>rtl� Map data ,� 2019 Gaogie https:l/seismicmaps.org 1/2 4/5/2019 U.S. Seismic Design Maps 13) ca 1.5 1.0 0.5 MCER Response Spectrum 0.0 - 0 2 4 Period. T (sec) -- Sa(g) Design Response Spectrum 1.00 0.75 0 50 0.25 0.00 1 0 2 4 Period; T (sec) — Sa(g) 6 6 DISCLAIMER While the information presented on this website is believed to he correct, SEAOC IOSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy. suitability and applicability by engineers or other licensed professionals. SEAOC y OSHPO do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of the information from this website assume all liability arising from such use- Use of the output of this website does not imply approval by the governing building code bodies responsible for budding code approval and interpretation for the building site described by latitude/longitude location in the search results of this webstie. haps://seismicmaps.org 2/2 IEI1NVENGINEERS N?ORTHWVEST, INC., P.S. STRUCTURAL ENNGINEERS PROJECT P. SUBJECT PRUJLIT. 9725 THIRD AVP NE, SUITE 207, SEM I LE, WA 98115 (206) 525--7560 FAx (206) 522-6698 DAI E SHEI-- OF BY SE(Sll,L_ /JtiAb/7.` i= ((- (25(•6/311)15? �7 7tr4ss 3 /30 1- 1- .112: 77/441/N6 /S° 71 `'`cf4 7/1t455 e 1' 2 "GC /S° l4 . Iter 2 't / ° {(. t pri L4 cis pr / U-7 fill -' »n . 3/C/` thy. 2,13 „a, 7 /u pi4 i,qj7/vim Iiirg fit - /7 /3 f$i - 364i - 4.,0) 1s, i, C s J.141 ( Lit l) f3ft5E V - gi ASCE Seismic Base Shear Segale Park Drive B Interior Mezzanine Risk Category Risk Category of Building or Other Structure : Seismic Importance Factor USER DEFINED Ground Motion Ft = Q WW5Htt-X\770 iO00t7SCJV6-61C4TGHC-4!SLNHF1-, EC6 ENERCALC INC 1983-2016, Build 616.8.31, Ver 616 8 31 "II" : All Buildings and other structures except those listed as Category I, III, and IV Max. Ground Motions, 5% Damping Sg = 1.424 g, 0.2 sec response S 1 = 0.5310 g, 1.0 sec response Site Class, Site Coeff, and Design Category Site Classification "D" : Shear Wave Velocity 600 to 1,200 ft/sec Site Coefficients Fa & Fv (using straight-line interpolation from table values) Maximum Considered Earthquake Acceleration Design Spectral Acceleration Seismic Design Category Resisting System Basic Seismic Force Resisting System ... = D Fa = 1.00 Fv = 1.50 SMS=Fa"Ss = 1.424 SM1=Fv*S1 - 0.797 S DSS MS/32 S01=S M1213 C.-fC.H'";.)r F7rr ASSCL ASCE 7-10, Page 2, Table 1.5-1 ASCE 7-10, Page 5. Table 1,5-2 ASCE 7-10 11.4.1 ASCE 7-10 Table 20.3-1 ASCE 7-10 Table 11.4-1 & 11.4-2 ASCE 7-10 Eq. 11.4-1 ASCE 7-10 Eq. 11.4-2 = 0.949 ASCE 7-10 Eq. 11.4-3 0.531 ASCE 7-10 Eq. 11.4-4 4SCE 7-10 Table 11.6-1 & -2 Bearing Wall Systems Light -framed walls sheathed wlwood structural panels rated for shear resistance or steel sheets. Response Modification Coefficient " R " = 6.50 System Overstrength Factor " Wo " = 3.00 Deflection Amplification Factor " Cd " = 4,00 NOTE! See ASCE 7-10 for all applicable footnotes. Lateral Force Procedure Building height Limits Category "A & B" Limit: Category "C" Limit: Category "D" Limit: Category "E" Limit: Category "F" Limit: No Limit No Limit Limit = 65 Limit = 65 Limit = 65 ASCE 7-10 Table 12.2-1 ASCE 7-10 Section 12.8.2 Equivalent Lateral Force Procedure The "Equivalent Lateral Force Procedure" Is being used according to the provisions of ASCE 7-10 12.8 Determine Building Period Use ASCE 12.8-7 Structure Type for Building Period Calculation : All Other Structural Systems " Ct value = 0.020 hn " : Height from base to highest level = 25.0 ft " x "value = 0.75 " Ta " Approximate fundemental period using Eq. 12.8-7 "TL" : Long -period transition period per ASCE 7-10 Maps 22-12 -> 22-16 " Cs " Response Coefficient S DS Short Period Design Spectral Response " R " : Response Modification Factor " I " : Seismic Importance Factor Seismic Base Shear Cs = 0.1461 from 12.8.1.1 Ta = Ct ' (hn A x) - 0.224 sec 6.000 sec Building Period " Ta " Calculated from Approximate Method selected 0.949 From Eq. 12.8-2, Preliminary Cs = 6.50 From Eq. 12.8-3 & 12.8-4 , Cs need not exceed 1 From Eq. 12.8-5 & 12.8-6, Cs not be less than Cs : Seismic Response Coefficient = W ( see Sum Wi below) - Seismic Base Shear V = Cs *W = = 0.224 sec ASCE 7-10 Section 12.8.1.1 0.146 = 0.365 = 0.042 ASCE 7-10 54.00 k 7.89 k 0.1461 Section 12.8.1 ASCE Seismic Base Shear Vertical Distribution of Seismic Forces k " hx exponent based on Ta = 1.00 Table of building Weights by Floor Level.. Level# Sum Wi= Q'\1XD5HN--n ; 7071000t7SCJV8-61C4TGHC-4tSLNHF1-J EC6 ENERCALC. NC 1983-2016, Bu;M'616 8 31, Ver 6 16 8 31 Licensee; E EEt S"NORTRWEST ASCE 7-10 Section 12.8.3 W Weight Hi : Height (Wi " HiAlq Cvx Fx=Cvx " V Sum Story Shear Sum Story Moment 54 CO 15 00 812 CO 1 0006 7 89 7.89 0.00_ 54.00 k Sum Wi " Hi = 810.00 k -ft Total Base Shear = 7.89 k Diaphragm Forces : Seismic Design Category "B" to "F" Base Moment = 118.3 k -ft ASCE 7-10 12.10.1,1 Level # Wi Fi Sum Fi Sum Wi Fpx : Calcd Fpx : Min Fpx : Max Fpx Dsgn. Force 1 54.00 7 Sq 7.89 54.00 7.89 10 25 20.51 10.25 10.25 Wpx .... .. . Weight at level of diaphragm and other structure elements attached to it. Fi Design Lateral Force applied at the level. Sum Fi Sum of "Lat. Force" of current level plus all levels above MIN Req'd Force @ Level . 0.20 * S DS I " Wpx MAX Req'd Force @ Level . .. . 0.40 *S DSI * Wpx Fpx : Design Force @ Level . . . . Wpx * SUM(x->n) Fi / SUM(x->n) wi, x = Current level, n = Top Level ILNW ENGINEERS NORTHWEST, INC., P.S. STRUCTI. RAI ENGINEERS 9725 THIRD AVE NE. SurrE 207, Si-AITLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECI # PROJECT DAIE SUBJECT SHEEI OF 7t pro/ t,i0g0 tbk/hEA B\ 7 k? V 7.61)c /5,)' 52 LI 14 5E L 74'fl 1./411-- /7/6 /i VAIL ippbtit 3q)014 th it/R. 11/17/9) t /2 /Ole eAftv. /;4 fin, eL / 1,a e a 4,,. 00-1E Sint ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PRUJLCI# __. ___ PRUML`( I SUBJECT 9725 THIRD AVF NE, SNIT 207. Sr9TTLF, W,v 98115 (206) 525-7560 FAX (206) 522-6698 btf'1f/ 7 : 34(z? /s / /i; 3 Cf n. D ATF SHFET_ - Or 2 . y!< (,►sd) 1A 5E, /11171 H/7-/17 7,v.' 4./ yr /7n (/r/1/m? e sll1JS'J .41/n -4f HoL t/ 'Y(As7 ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECC #- PROJPCT SUBJECT 9725 THIRD AVE NE, Surer 207, SFATI.F, W,, 98115 (206) 525-7560 FAx (206) 522-6698 DAI SHF:F:T OF - By 3-f20 l? 0.7 /5 r /1/9' (goo /t. sc/EL.l rAIO S7uh pas? 0.07. 4r,,(97 sl1/1 (ut br1/./ t / 112.. (7)- 7 k foie C G , Vol. R(7 1 /su+eL, 4 /04 (dA SI -(ii 1JpIL fErroth7ip pi'/fok/-i. )•4j/ = 2. 601/5-' c,,ayY. G; � (6. • o-) f TJ'. 6- SVY) / (y' G f7Cavi• c./ pp117 y "(AM 2 0.7. ENVYENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 9725 THIRD AVE NE, Si FFE 207, SEA M.F. W.\ 98115 (2061 5257560 FAX (206) 522-6698 PROJECT # PROJECT - -_-- - - DAFF: SUBJECT SHF:FJ -..- OF 1 114.11 2 5 1/4" //. 73 . 2 PAIL - o. syr c j 1(2 /I. BY /g 1i1 _ 2_ 3 07' /‘, E 3‘.(20 g • 0.7 23'i'4 (Age). N!� C1g e C otic ,, 1 %%2 irk T ick. j. 7). fiI/ - U. gyy ..3 2'(3 p11 4.73 -2 (,JMlt• 24'3,,/I Lighting Summary LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and I R1 pC\ 11 c1 A n -r F3eust 116 Project Info Project Title: CBRE SSBP BLDG 2 - A AMERICA TI nG v iC ✓ ✓LU t' R E OM b 'GSE Compliance forms do not Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For w � d n A� require a password to Company Name: Craft Architects 1 use. Instructional and Company Address: 2505 Third Avenue, Suite 324, Seattle, WA 98121 APR 0 3 2018 calculating cells are write - Applicant Name: Jessica Bradley protected. Applicant Phone: 206.720.7001 L Applicant Email: Jessica@craftarchitects.com City of Tukwila , Project Description lallkl®IhNgt Ib I »I II Include New Building PROJ-SUM form (included 1 Addition in envelope forms workbook) Q A erasion T1L1Qr7 with lighting complliance forms. Building Additions Compliance Method Interior lighting Exterior lighting Refer to Section C502.2.6 for Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project ❑ ■ additional requirements. Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance ❑ ❑ ' -- Addition is combined with existing: For interior lighting projects, include new + existing interior lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. For exterior lighting g g projects, include new + existing exterior lighting Tradable and Proposed Non -Tradable Lighting Wattage tables fixture wattage in fixture wattage in LTG -EXT form. Proposed in Proposed Lighting Interior and Exterior Lighting Power Interior lighting Parking garage Exterior lighting Lighting Alterations 50% or more of existing are replaced p 1 1 Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit If includes a Less than 50% of existing are replaced ❑ ❑ 1 project. project combination of spaces where less than 50% of the existing fixtures are replaced Lamp and/or ballast replacement only — existing total wattage not increased ❑ 0 0 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 50% or more replaced - Total lighting power of new + existing LPA per Sections C405.4.2 and C405.5.2. Include new + existing Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or Less than 50% replaced - Total lighting power of new + existing total lighting power prior to alteration. Include new + existing -to Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT 50% threshold applies to number of luminaires for interior spaces installed wattage for exterior luminaires. -to -remain fixtures shall comply with total -to -remain fixtures in Proposed LTG -EXT form. -to -remain fixtures shall not exceed the -remain fixtures in the Proposed Lighting form. and parking garages, and total requirements. Lighting Controls Interior lighting Parking garage Exterior lighting All alteration lighting controls shall be commissioned per C408.3. New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) 0 0 ■ New or moved lighting panel NI ■ Interior space is reconfigured - luminaires unchanged or relocated only 0 No changes are being made to the interior or exterior lighting systems and existing space uses and configuration are not changed. 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. Change of Space Use • Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. RECEIVED CITY OF TUKWILA MAR 23 2018 PERMIT CENTER Lighting Summary, cont. LGT-SUM 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: CBRE SSBP BLDG 2 - A AMERICA TI Date 3/23/2018 Interior Lighting System Description Interior Lighting Power Allowance Method • Building Area Method CI Space -by -space Method Select method used in project. Interior Lighting Controls El All C405.2.1 - C405.2.8 Controls a C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) • 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. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply with: QQ 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA 0 C406.3 High Efficacy Lighting 0 Exterior Lighting System Description Interior Lighting - Space -By -Space Method LTG -INT -SPACE 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: CBRE SSBP BLDG 2 - A AMERICA TI Date 3/23/2018 Calculation Area NOTE 9 O O Addition - O Addition stand alone + existing O Spaces where < 50% of ® Spaces where e 50% of O luminaires are replaced luminaires are replaced For Building Department Use LPA Calculation Type ® Standard O Additional Efficiency Package Option O C406.3 Reduced Interior Lighting Power To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage NOTE' 28 Location (plan #, room #) Space Type Ceiling Height NOTE 2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) 100, 106, 108 Office: Open plan 2181 0.780 1701 Lobby Art/Exhibit Display Allowance from LTG -INT -DISPLAY NOTE 8 Total Area Retail Display 2181 LTG -ENT -DISPLAY Allowed Watts Allowance from 1702 Proposed Lighting Wattage '1" Location (plan #, room #) Fixture Description NOTE 4, 5, 6 Number of Fixtures Watts/ Fixture NOTE 7 Watts Proposed 100, 106, 108 2x4 Lay -In fluorescent fixture w/ (2) 28W T-5 28 56 1568 Proposed Retail Display Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 1568 Interior Lighting Power Allowance COMPLIES Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type 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 lighting 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 WattslFixture 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 WattslFixture 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 track/busway systems, enter the larger of the attached luminaire wattage or 50 wattsllineal foot, or enter the wattage limit of permanent current limiting device. Note R - Lnhhv Art/Exhihit Disnlav Allowance is indenendent of the Maximum Allowed Linhtina Wattaae. ,,. ,..r,..., N .81.41..,,4.,, UM. ,.,,.,,,..,,. • y,,....y ..,.., y.,. 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 lighting systems to demonstrate compliance. Refer to C502.1. b. For alterations and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting Wattage table. If a building addition will comply as combined with the overall existing building lighting systems, include all applicable existing Space Types and gross interior areas. c. If less than 50% of existing lighting fixtures will be replaced, provide total existing lighting wattage (prior to alteration) in the space provided 2/7/2019 !r1 City of Tukwila Department of Community Development ASO JAFF 2505 3RD AVE - SUITE 324 SEATTLE, WA 98121 RE: Permit Application No. D18-0086 A -AMERICA 18255 SEGALE PARK B DR Dear ASO JAFF, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 3/23/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 3/23/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Jazzel Salzar Permit Technician File No: D18-0086 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director September 27, 2018 Aso Jaff 2505 3rd Ave — Ste 324 Seattle, WA 98121 RE: Request for Application Extension #1 Permit Number D18-0086 Dear Mr. Jaff, This letter is in response to your written request for an extension to Application Number D18-0086. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit application through March 23, 2019. If you should have any questions, please contact our office at (206) 433-7165. Sincerely, OdaeN Rachelle Ripley Permit Technician File: Permit No. D18-0086 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 0 Rachelle Ripley From: Aso Jaff <aso@craftarchitects.com> Sent: Friday, September 21, 2018 8:24 AM To: Rachelle Ripley Subject: Extension for Permit Application # D18-0086 Attachments: 18255 SEGALE PARK B DR.pdf Dear Rachelle, I would like to request an extension for the Permit Application # D18-0086, which is for the Tenant Improvement work on A -America at 18255 Segale Park B Drive. The project is out to bid and has not yet been awarded to a contractor. When I tried to pick up the permit yesterday, I was informed that a contractor would have be selected. Best regards, Aso Jaff 2505 Third Avenue, Suite 324 Seattle, WA 98121 p: 206.720.7001 www.craftarchitects.com CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. Request for Extensio;- # Current Expiration Date:/9.y h(6` Extension Request: Approved for / (/ days LJ Denied (provide explanation) Signature; Initials/V 1 8/1/2018 r"1 City of Tukwila Department of Community Development ASO JAFF 2505 3RD AVE - SUITE 324 SEATTLE, WA 98121 RE: Permit Application No. D18-0086 A -AMERICA 18255 SEGALE PARK B DR Dear ASO JAFF, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 3/23/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 9/23/2018. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, \Jtf) l pley Rhchelle Ri Permit Technician File No: D18-0086 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPi PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0086 PROJECT NAME: A -AMERICA SITE ADDRESS: 18255 SEGALE PARK DR Original Plan Submittal DATE: 05/17/19 Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Ikkl V? 46\ Building Division Pu �\ N/1 lic Works Atik N/A— 5.)-1—(C1 — �f 1116 c� Fire Prevention ei Planning Division Structural ❑ Permit Coordinator • PRELIMINARY REVIEW: DATE: 05/21/19 Not Applicable n Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 06/18/19 n n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW D Staff Initials: 12/18/2013 \-PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0086 DATE: 03/23/18 PROJECT NAME: A—AMERICA SITE ADDRESS: 18255 SEGALE PARK B DR X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: A)).--- AUX- 1—)--146 Building Division II b tiJ>- 3):7H10 Public Works 111 PrM PCWU 2\ i‘ti LNv3 AJJ4 3 Z7�1 v Fire Prevention Planning Division Structural ❑ Permit Coordinator p PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 03/27/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/24/18 Approved n Approved with Conditions n Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: G (1-e,vs REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PROJECT NAME: / -Avnt r, SITE ADDRESS: I W.-cr&ire Le po.k. r PERMIT NO bi $- 00 0 ORIGINAL ISSUE DATE: 3-.1 19 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S 9-3—let Received by: Summary of Revision: tido S t d.�,.d.�,,j Gs -f-f/Y ' k. Oa f Received by: I Akj A,I i 61 Ni /4 / 1 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) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) \ City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: "5/ lb /t q Plan Check/Permit Number: Q Itb " d o 86 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # (S Revision # 1 after Permit is issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: C'? ' Cui 4 Olt sshP - $t -D& 2 , Pr AmPA24 Project Address: IR;(2-2,S S MM ive , KVS�II-A- Contact Person: Phone Number: (2 X) 40b•-• .2„b2,1 Summary of Revision: -11 J Shi4v walks v itet rx.Q avo w t v M Ireptace 1,14030 ateAdfla sc. w4( 444itt are rune w h o& e s ,e r n l %eu of a vttl or#1 o tfeS . 0 4 -vu vivtid o(Mty' .( tat G tulkf? v Kepi 4 c.L duf RECEIVED CITY OF TUKWILA PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision includin dat of Or/ �/f Received at the Cityof Tukwila Permit Center b : (t f� t r� / i Y Entered in TRAKiT on 5- 1 1 W:\Permit Center \ Templates \Forms\Revision Submittal Form.doc Revised: August 2015 Home Espanol Canta��t. Safety & Health Claims & Insurance Washington State Department of "Labor & Industries r—/ Search L&I A -Z Index Help My L&1 Workplace Rights Trades & Licensing PATT1SON GENERAL CONTRACTOR Owner or tradesperson Principals PATTISON, MICHAEL WINFIELD, PRESIDENT PATTISON, JAN LA REE LOUISE, VICE PRESIDENT Doing business as PATTISON GENERAL CONTRACTOR WA UBI No. 602 182 087 Parent company PATTISON INC 15223 NE 90th Street Suite 140 REDMOND, WA 98052 425-497-8222 KING County Business type Corporation Governing persons MICHAEL w PATTISON JAN L L PATTISON; ZACHARY V MASON; 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. PATTIGC917C7 Effective — expiration 02/27/2009— 03/01/2021 Bond FIRST NAT INS CORP Bond account no. 6519060 $12,000.00 Received by L&I Effective date 02/20/2008 02/27/2009 Expiration date Until Canceled Insurance Valley Forge Ins Co $1,000,000.00 Policy no. 6076153567 Received by L&I Effective date 02/21/2019 02/24/2019 Expiration date 02/24/2020 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. Help us improve i L&I Account ID 910.332-03 Account is current. Doing business as PATTISON GENERAL CONTRACTOR Estimated workers reported Quarter 4 of Year 2018 "21 to 30 Workers" L&I account contact T5 / MELISSA VEST (360)902-5613 - Email: VESM235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. ''asn gton State Dept of Labor & Industries. Use of this site is subject to the laws of the state of Washin5ten Help us improve