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Permit D17-0244 - KING COUNTY METRO TRANSIT - PRE-FABRICATED TRAILER CLASSROOM
KING COUNTY METRO TRANSIT 11911 E MARGINAL WAY S COMPLEX D17-0244 Parcel No: Address: 0 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 1023049066 11911 E MARGINAL WAY S COMPLEX Project Name: KING COUNTY METRO TRANSIT Permit Number: D17-0244 Issue Date: 11/2/2017 Permit Expires On: 5/1/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: KING COUNTY -TRANSIT 201 S JACKSON ST #417 , SEATTLE, WA, 98104 JENNIFER LEE 201 S JACKSON ST M/S KSC-TR-0431, SEATTLE, WA, 98104 DESIGN SPACE MODULAR BLDGS INC 11120 W SUNSET HWY 2 , AIRWAY HEIGHTS, WA, 99001-0346 DESIGSM974CF KING COUNTY 111 Phone: (206) 263-8272 Phone: (509) 244-0346 Expiration Date: 2/6/2019 DESCRIPTION OF WORK: PLACE A PRE -FABRICATED TRAILER CLASSROOM ON SITE FOR APPROXIMATELY 2 YEARS Project Valuation: $11,312.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: YES Type of Construction: IV Electrical Service Provided by: TUKWILA Fees Collected: $4,971.21 Occupancy per IBC: B Water District: 125,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: 2014 2014 2014 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: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: 13�^�VVu G(A C4�1 Date: )1/.21L7 .2-'�` l,J cAl ll jl r!e'r -For- king Coupyij 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: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 6: 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). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: 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. O C? 12: 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) 9: 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) 10: 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) 11: 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) 13: Maintain fire extinguisher coverage throughout. 14: 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) 15: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 16: 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) 17: 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) 18: 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) 19: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit hardware. (IFC 1010.1.10) 20: 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) 21: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 22: 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) 24: 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. 25: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72-17.5.3.1) 28: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. (NFPA 72-17.5.3.1) 29: 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) 26: Local U.L. central station supervision is required. (City Ordinance #2437) 27: 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) 30: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 31: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 32: 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. 33: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 34: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 35: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0201 FOOTING CITY OF TUKJLJA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Per ,<t No.'-\)' 1 Project No. M Date Application Accepted: l(6 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 King Co Assessor's Tax No.: 1023049066 Suite Number: Floor: New Tenant: ❑ Yes I ..No Site Address: 11911 E Marginal Way S Tenant Name: N/A King County Metro Transit Owned/Occupied PROPERTY OWNER Name: King County Metro Transit Address: 201 S Jackson St MailStop KSC-TR-0431 City: Seattle State: WA Zip: 98104 CONTACT PERSON— person receiving all project communication Name: Jennifer Lee, King County Metro Transit Address: 201 S Jackson St MailStop KSC-TR-0431 City: Seattle State: WA Zip: .98104 Phone: (206) 263-8272 Fax: Email: jennifer.lee@kingcounty.gov GENERAL CONTRACTOR INFORMATION Company Name: Design Space Modular Buildings Address: 825 Valentine Ave SE t ' : Pacific s State: WA Zip: 98047 f• . (253) 447-7251 Fax: Contr Reg No.: DESIGSM974CF Exp Date: 02/06/2019 Tukwila Business License No.: n/a J H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: King County Metro Transit Architect Name: Barbara Fariss-Bateman Address: 201 S Jackson Mailstop KSC-TR-0433 City: Seattle State: WA Zip: 98104 Phone: (206) 477-0597 Fax: Email: barbara.fariss-bateman@kingcounty.gov ENGINEER OF RECORD Company Name: King County Metro Transit Engineer Name: Paul Eng Address: 201 S Jackson St Mailstop KSC-TR-0433 City: Seattle State: WA Zip: 98104 Phone: (206) 477-5953 Fax: Email: paul.eng-PE@kingcounty.gov LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: King County is self insured Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIOr" 206-431-3670 1�4 Valuation of Project (contractor's bid price): $ 11,312 Existing Building Valuation: $ 0 Describe the scope of work (please provide detailed information): Place a pre -fabricated trailer classroom on site for approximately 2 year. ($11,312 cost to do the work: delivery, set up, tie -down, skirting & $55,000 to lease the trailer for up to 2 years) Will there be new rack storage? ❑ Yes V.. 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: non dwelling accessory structure Lot Area (sq ft): 703,480 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: 123 Compact: Handicap: Will there be a change in use? ❑ Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x II" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\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 1' Floor 2nd Floor • 3rd Floor Floors thru Basement Accessory Structure* 1730 cA ,4 I V Group B 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: non dwelling accessory structure Lot Area (sq ft): 703,480 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: 123 Compact: Handicap: Will there be a change in use? ❑ Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x II" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFO(IATION — 206-433-0179 Scope of Work (please provide detailed information): Place pre -fabricated trailer on site for approximately 2 years. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila O ...Sewer Use Certificate 0 .. Highline ❑ ...Valley View ❑ .. Renton 0 ... Sewer Availability Provided 0 .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by IGng County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report 0 ...Bond 0 .. Insurance 0 .. Easement(s) ❑ .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer 0 ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water 0 ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size 0 ... Sewer Main. Extension Public 0 ...Water Main Extension Public 0 ❑. ❑ . 0. ❑ . 0 0 ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone 0 .. Storm Drainage . Abandon Septic Tank . Curb Cut Pavement Cut . Looped Fire Line It It WO # WO # WO # Private 0 Private 0 ❑ .. Grease Interceptor ❑ .. Channelizati:on ❑ .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Day Telephone: Water Meter Refund/Billing: Name: Mailing Address: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: C1.0.,fv f\ t et. .c0 Date: U7 Print Name: Jennifer Lee, Real Property Agent King County Day Telephone: (206) 263-8272 Mailing Address: 201 S Jackson St MS KSC-TR-0431 Seattle WA • 98104 CityState Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 n- SOSI Department of Transportation Metro Transit Operations Training Center 11911 East Marginal Way South Building A Tukwila, Washington 98168 SAT -TR -0120 August 14, 2017 City of Tukwila Department of Community Development Building Division — Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Dear Sir or Madam, The purpose of this .letter is to request a traffic concurrent exemption for the building permit under consideration. The exemption is requested because thert.will not be a change or increase in the number of employees who receive training at Metro Transit's South Training Center. The issue of traffic mitigation was raised during the pre -permit meeting on Thursday, July 6, 2017, between King County Metro Transit and the City of Tukwila. The purpose of the classroom is to provide a larger space to conduct training in. Current classroom sizes, are not conducive to the type of training we are currently providing. If you have any questions, please do not hesitate to contact me directly. Sincerely, Carni L. Brezonic Bus Operations King County Metro V11 RECEIVED CITY OF TUKWILA SEP 12,2017 PERMIT CENTER Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $4,385.26 D17-0244 Address: 11911 E MARGINAL WAY S COMPLEX Apn: 1023049066 . $4,385.26 Credit Card Fee $127.73 Credit Card Fee R000.369.908.00.00 0.00 $127.73 IMPACT FEE $4,257.53 FIRE R304.345.852.00.00 0.00 $2,809.52 PARK R104.345.851.00.00 0.00 TOTAL FEES PAID BY RECEIPT: R12715 $1,448.01 , $4,385.26 Date Paid: Thursday, November 02, 2017 Paid By: JENNIFER LEE Pay Method: CREDIT CARD 058129 Printed: Thursday, November 02, 2017 11:25 AM 1 of 1 CAWYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY _ PAID $585.95 D17-0244 Address: 11911 E MARGINAL WAY S COMPLEX Apn: 1023049066 $585.95 Credit Card Fee $17.07 Credit Card Fee R000.369.908.00.00 0.00 $17.07 DEVELOPMENT $552.28 PERMIT FEE R000.322.100.00.00 0.00 $331.99 PLAN CHECK FEE R000.345.830.00.00 0.00 $215.79 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $16.60 TECHNOLOGY FEE R000.322.900.04.00 TOTAL FEES PAID BY RECEIPT: R12297 0.00 $16.60 $585.95 Date Paid: Tuesday, September 12, 2017 Paid By: JENNIFER LEE Pay Method: CREDIT CARD 000917 Printed: Tuesday, September 12, 2017 11:53 AM 1 of 1 CRSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. b,,-oz41i, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: 1<did2F: 21 - Ty of In�pe tient cit (1 �'"1,Nde Tref ivsJ+ Date Called: 43 5 eAcial Instructions: �� l I % E, trovL Date Wanted: a.m. "7 - rd - zoLr p.m. Reques r: Phone No:w �_ 7P1a 11 76'4 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: �lA.� I.C,Yb•rtq 614-6 ll 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 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 a7-0-2.91-) Project: n_ , /� Jam' Ret- ( 'L y// /�/ ..ti' Type of Inspection: 1l/AJ DA -77e)/6/ Address: 1/9/1 X "'ROAN- ID 5; Date Called: ,---- Special Instructions: `f /716— !&-LG 1 /{e Aadi .�' Date Wanted: 7,/3 _`t (___ .mm. Requester: .»RRy Phone No: tow— 947-o 75 Approved: per applicable codes. Corrections required prior to approval. COMMENTS: DS- j)fi1/ 1e/V& Inspector: Date: 7/5-7'6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, frtatimPo.d-t-wcal dfrnee 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 bt7-oZyy Project: r�� K ! Type Inspec icm: 11) Address/. 1/ 91/ £. f''1,.=-vc. Ut g c�/J Special Instructions: y 2/1 IG S Jt �mf� rtor. —lv AiUvi Date Wanted: `�� a.m. m p.. Requester: Phone No: 2010 - 7y7-675-4. Approved per applicable codes. COMMENTS: c s Corrections required prior to approval. ,tea bee-.,, 10_421W tt9ig-VehliF rovoexE, 17\r --move_ t 143- /dext. )17-e-cea,t)/11 Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: t lp,I Kt f. Sprinklers: "" v > Type of Inspection / / t/,,,,4""- Address: / /q! Suite #: 4 t ti ( t5 Monitor: 6; e.,., -(z a %�-,J Contact Person: Special Instructions: Permits: r 7'v 4G7i49rti vti/•s-,(� //v 1i� _ i bi 5 /1It I F Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: "" v > - t" --7,71-'i /i/v -1---- 4PP/2-(A/el) , FPw' 0 cU 7KF F /( ,JNe Monitor: 6; e.,., -(z a %�-,J Pre -Fire: ,, Permits: r 7'v 4G7i49rti vti/•s-,(� //v 1i� _ i bi 5 /1It I F ,. b&-7tit- (di) r- Tl • .li' uN. . - Pd 5r 4pr 5 72 e0.7/-( 4 ( F MO V r «G > S2YI0er-- M ve--- 7 tU pp -n/6 1 (OP (2 c.2 r? / ,v6 Tc -Y3 /9 -go yr 4 / his r 8 E 0or--)6::,, h 1 Needs Shift Inspection: /1/t 1 f1 Sprinklers: "" v > Fire Alarm: �`e S Hood & Duct: Monitor: 6; e.,., -(z a %�-,J Pre -Fire: I Permits: Occupancy Type: ,S Inspector: F-747 51- Date: .2-h i(// ( Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 SEPARATE PERMIT REQUIRED FOR: alitachanical tKiectricai I k!mbing Etre..ts Piping C!ty of Tukwila ik'-`:DG DIVISION REVISIONS Nooto changes sha41 he made to the scope of w_ o ` with prior approval of fr ila Building Division. NOTE: -°ui _. s will require a new pian submittal and may include additional plan review fees. j PLANNING APPROVED • No changes can be made. to these pians without approval from the Planning Division of DCD Approved By: �roin Date: FILE COPY Permit Na rj - caLpf Plan review approval is subject to WI= and anise= Approval otconstruction doh doesnot alae the violation of any a opted code or onimance. Receipt of approved Field Copy and conditions is acknowledged By: qlrovy*,•62_#1\ltekyn Date:1 Vg - City City of Tukwila BUILDINGDIVISION b o REVIEWED FOR CODE COMPLIANCE APPROVED OCT 1 3 Hi? City of Tukwila BUILDING DIVISION z LOCATION MAP NOT TO SCALE KING COUNTY ASSESSOR'S RECORD POR NE 1/4 OF SEC9-23-04 TGW POR OF NW 1/4 & SW 1/4 OF SEC 10-23-04 - BEG SE COR SD NE 1/4 OF SEC 9-23-04 TH N 89-14-10 W 224.42 FT ALG S LN OF SD NE 114 TO ELY MGN OF PRIMARY ST HWY NO 1, SR 99, TH ALG SD ELY MGN NWLY 437.32 FT ALG ARC OF NON TANGENT CURVE TO LFT RAD 1265.90 FT THE RAD PT BEARING S 88-13-22 W THRU C/A OF 19-47-37 TO SLY MGN OF PRIMARY STATE HWY NO 1 & A PT OF CURVATURE TH ALG SD SLY MGN ELY 313.19 FT ALG ARC OF NON TANGENT CURVE TO LFT RAD 1502.40 FT THE RAD PT BEARING N 12-21-45 E THRU C/A OF 11-56-37 TH CONTG ALG SD SLY MGN N 00-25-08 E 10 FT TAP OF CURVE TH CONTG ALG SD SLY MGN ELY 225.19 FT ALG ARC OF NON TANGENT CURVE TO LFT RAI) 1492.40 FT RAD PT BEARING N 00-25-08 E THRU C/A OF 08-38-44 TAP OF TANGENCY TH CONTG ALG SD SLY MGN N 81-46-24 E 393.60 FT TH CONTG ALG SD SLY MGN S 86-45-29 E 365.88 FT TO WLY MGN OF E MARGINAL WAY TH ALG SD WLY MGN S 16-29-06 E 534.84 FT TH S 78-43-27 W 415.05 FT TH N 87-30-37 W 726.40 FT TO W LN OF SW 1/4 OF SEC 10 TH N 01-0837 E 107.22 FT TO POB. LEGAL DESCRIPTIONS BY SURVEY RECORD: PARCEL A: THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND OF THE NORTHWEST QUARTER AND OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID NORTHEAST QUARTER OF SECTION 9; THENCE NORTH 89°14'10" WEST 224.42 FEET ALONG THE SOUTH UNE OF SAID NORTHEAST QUARTER TO THE EASTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1 (ALSO KNOWN AS STATE ROUTE 99); THENCE ALONG SAID EASTERLY MARGIN NORTHWESTERLY 437.32 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1265.90 FEET, THE RADIUS POINT OF WHICH BEARS SOUTH 88°13'22' WEST, THROUGH A CENTRAL ANGLE OF 19°47'37° TO THE SOUTHERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1 (ALSO KNOWN AS STATE ROUTE 599) AND A POINT OF CURVATURE; THENCE ALONG SAID SOUTHERLY MARGIN EASTERLY 313.19 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1502.40 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 12°21'45" EAST, THROUGH A CENTRAL ANGLE OF 11°5637"; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN NORTH 00°25'08" EAST, 10.00 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN EASTERLY 225.19 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1492.40 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 00°25'08" EAST, THROUGH A CENTRAL ANGLE OF 08°38'44° TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN NORTH 81°46'24" EAST 393.60 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN SOUTH 86°45'29" EAST 365.88 FEET TO THE WESTERLY MARGIN OF EAST MARGINAL WAY; THENCE ALONG SAID WESTERLY MARGIN SOUTH 16°29'06" EAST 534.84 FEET; THENCE SOUTH 78°43'27' WEST 415.05 FEET; THENCE NORTH 87°30'37" WEST 726.40 FEET TO THE WEST LINE OF SAID SOUTHWEST QUARTER OF SECTION 10; THENCE NORTH 01°48'37" EAST 10722 FEET ALONG SAID WEST LINE TO THE POINT OF BEGINNING. PARCEL B: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS 60 FEET IN WIDTH, THE NORTHERLY LINE OF WHICH EASEMENT IS DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE SOUTH 01°48'37" WEST 107.22 FEET ALONG THE WEST UNE OF SAID SOUTHWEST QUARTER TO THE TRUE POINT OF BEGINNING OF SAID DESCRIBED LINE; THENCE SOUTH 87°30'37° EAST 726.40 FEET; THENCE NORTH 78°43'27" EAST 415.05 FEET TO WEST MARGIN OF EAST MARGINAL WAY AND THE TERMINUS OF SAID DESCRIBED LINE. lu1 7 hbf SPECIAL EXCEPTIONS: CONDEMNATION IN KING COUNTY SUPERIOR COURT BY THE STATE OF WASHINGTON, OF RIGHTS OF ACCESS TO - STATE HIGHWAY AND OF LIGHT, VIEW AND AIR BY DECREE ENTERED NOVEMBER 3, 1958, CAUSE NO. 528605. CONDEMNATION IN KING COUNTY SUPERIOR COURT BY THE STATE OF WASHINGTON, OF RIGHTS OF ACCESS TO STATE HIGHWAY AND OF LIGHT, VIEW AND AIR BY DECREE ENTERED SEPTEMBER 4, 1963, CAUSE NO. 646939. CONDITIONS, NOTES, EASEMENTS, PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY RECORDED JANUARY 3, 1984 UNDER RECORDING NO. 8401039002, RECORDED IN VOLUME 38 OF SURVEYS, AT PAGE 182, IN KING COUNTY, WASHINGTON. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED CONTRACT, EXECUTED BY AND BETWEEN VAL VUE SEWER DISTRICT AND METRO -SOUTH OPERATING BASE ANNEX, RECORDED APRIL 22, 1987 AS INSTRUMENT NO. 8704221063 OF OFFICIAL RECORDS. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: APRIL 1, 2005 UNDER RECORDING NO. 20050401000537 IN FAVOR OF: VAL VUE WATER AND SEWER DISTRICT FOR: SEWER PUMP STATION, POWER GENERATOR, ASSOCIATED WASTEWATER LINES AFFECTS: AS DESCRIBED THEREIN SURVEY BY LIN & ASSOCIATES, INC. JOB NO. 2705 EARL J. BONE P.E., P.L.S. PH. 206-621-1218 EXT. 28 EMAIL EARL a@LINASSOCIATES.COM DRAWING: 2705-2 BASE.DWG DATE: DRAFT 5/6/08 GENERAL NOTES GENERAL 1. G0.01 2. G0.02 3. G0.03 4. G1.01 5. G1.02 6. G4.01 DRAWING INDEX GENERAL PROJECT INFORMATION AERIAL VIEW OF SITE SURVEY NOTES BOUNDARY PLAN SITE PLAN SITE PLAN DETAIL ARCHITECTURAL BY PRE -MANUFACTURED BUILDING VENDOR: PLANS 1,2,3 DETAILS 4,5 STRUCTURAL BY PRE -MANUFACTURED BUILDING VENDOR DETAILS F12 DETAILS DIM, D2M, D3M RECEIVED SEP 13 2017 TUKWILA PUBLIC WORKS PROJECT DESCRIPTION 1. ALL LOCATIONS OF EXISTING UTILITIES HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS, ARE APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 2. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATOR SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION. 3. THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE POWER, WATER, SEWER, AND TRANSIT AGENCY AUTHORITIES AND KING COUNTY METRO PRIOR TO THE START OF WORK. 4. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND LOCATIONS PRIOR TO START OF WORK. 5. ALL DEMOLITION DEBRIS MUST BE DISPOSED OF LEGALLY, OFF SITE. WASHINGTON ENERGY CODE REQUIREMENTS FOUNDATION WALLS OR FLOORS ABOVE GRADE: ABOVE -GRADE FRAMED WALLS: FRAMED ROOF: POLYISOCYANURATE INSULATION R11.5 BATT OR POLYISOCYANURATE INSULATION R21.0 BATT OR POLYISOCYANURATE INSULATION • R38.0 OWNER: KING COUNTY AGENT: JENNIFER LEE METRO TRANSIT 201 S JACKSON ST MS 0433 SEATTLE WA 98104 206-263-8272 BUILDING USE: 1730 SF PREFABRICATED TRAILER CLASSROOM PROPERTY ZONING: MIC/H REVIGCl9PAN6 GRr/c CF -O UCTIOIJh`YPVE: ;ODE MONN,IANC APPROVED OCT 13 2017 Ciiy of Tukwila • • OUP B: TRAINING CLASSROOM RRENT INTERNATIONAL BUILDING DE AND AMENDMENTS AS OPTED BY THE CITY OF TUKWILA BUILDING DIVISION RECEIVED METRO SOUTH BASE ANNEX ITY OF TUKWILA ,;2017 TRANSIT SAFETY & TRAINING PERMIT SEP t 2 CLASSROOM ADDITION - BUILDING A.2CENTER BUILDING PERMIT SUBMITTAL No. REVISION BY APPD DATE REGISTERED ARCHITECT STATE OF WASHINGTON DESIGNED B FARISSBATEMAN • D CRIPPEN DRAWN FARISSBATEMAN ECKED BY PROEM NO CC 8001137761 CHECKED BY J DAVIS - KCM TOC CONTRACT NO: N/A King County Department of Transportation METRO TRANSIT DIVISION CLASSROOM ADDITION - BUILDING A.2 SOUTH BASE ANNEX - TRANSIT SAFETY & TRAINING GENERAL PROJECT I r OR TIO DATE: SEPTEMBER 12, 2017 DRAWING NO: 77. PARCEL NUMBER: 1023049066 • • •••.;:4:.'5-A4.,:4-4-,- METRO TRANS L CLASSROOM ADDITION - BUILDING A.2 SOUTH BASE ANNEX - more EpprE R SURVEY LEGEND SURVEY DATUM SURVEY NOTES C&G CONCRETE CURB &GUTTER MBX MAIL BOX * 'EVERGREEN 0 DECIDUOUS X - LIGHT POLE ¢ }2( DOUBLE LIGHT - POLE DOUBLE LIGHT -POLE • •4b. MULTIPLE LIGHT - POLE • • )`( YARD LIGHT —3 GUY ANCHOR STREET LIGHT PP POWER POLE PMH POWER HANDHOLE BEI WATER METER D4 WATER VALVE A FIRE HYDRANT FIRE HYD. 3 NOZZLE I11 GAS VALVE CL CATCH BASIN D 141H STORM MANHOLE SMHO SANITARY MANHOLE uQ UNKNOWN MANHOLE H1-1THIS UNKNOWNHANDHOLE Q TELECOMMUNICATION MANHOLE nv UNKNOWN UTILITY VAULT P 0 POWER BOX POWER VAULT HORIZONTAL DATUM: 1. FULL REUANCE HAS BEEN PLACED IN FIRST AMERICAN TITLE INSURANCE COMPANY REPORT UNDER ORDER N0. NCS-341600–WA1, DATED FEBRUARY 27, 2008 FOR LEGAL DESCRIPTION AND REVELATION OF EASEMENTS. 2. A LECA 3–SECOND TOTAL STATION WAS USED FOR THIS SURVEY. A CLOSED TRAVERSE WAS RUN IN THE FIELD, EXCEEDING THE QUALITY STANDARDS REQUIRED PER WAC -332-130-090. 3. THIS PROPERTY HAS PHYSICAL ACCESS TO EAST MARGINAL WAY SOUTH SHOWN HEREON AS PUBUC RIGHT–OF-WAY. 4. THE PROPERTY BOUNDARIES SHOWN HEREON ARE NEARLY IDENTICAL TO THOSE SHOWN ON THE SURVEYS PERFORMED IN 1983 AND 1985 BY R. SCOTT MACINTOSH AS RECORDED IN VOLUME 38 OF SURVEYS, PAGE 182, RECORDING NUMBER 198401039002, AND VOLUME 45, PAGE 26, RECORDING NUMBER 198506109007, RECORDS OF KING COUNTY, WASHINGTON. THE SURVEY OF THE PROPERTY IN 2008 BY UN AND ASSOCIATES INC. PRODUCED ONLY ONE SIGNIFICANT DIFFERENCE FROM THE 1983 SURVEY (SEE NOTE 6). THE 1983 AND 1985 SURVEYS IDENTIFY THEIR BASIS OF BEARINGS AS "PROJECT DATUM", BEING AN UNKNOWN, ASSUMED DATUM. THE BASIS OF BEARINGS SHOWN HEREON IS THE WASHINGTON STATE COORDINATE SYSTEM (SEE BASIS OF BEARINGS NOTE) AND AS SUCH ARE CONSISTENTLY ROTATED O'02'13- COUNTERCLOCKWISE FROM THOSE SHOWN ON SAID 1983 AND 1985 SURVEYS AND IN THE LEGAL DESCRIPTION. 5. THE WEST AND NORTH PROPERTY UNES ARE RIGHT OF WAY UNES OF SR 99 AND SR 599, RESPECTIVELY, AND AS SUCH CONFORM TO THE GEOMETRY PROVIDED ON THE WSDOT RIGHT OF WAY PLANS – SEE WSDOT PLANS ENTITLED "SR99, SOUTH 118TH ST. TO JCT. S.S.H. NO. 1–K", SHEET 1 OF 7, APPROVED JULY 23, 1957, REVISED NOV. 17, 1995, AND "SR599, FOSTER INTERCHANGE TO SOUTH 118TH ST.", SHEET 4 OF 4, APPROVED SEPT. 4, 1963, REVISED NOV. 17, 1995. THE 1983 AND 1985 SURVEYS (SEE NOTE 4) DETERMINED THE BOUNDARIES BY HOLDING THE GEOMETRY OF THE WSDOT RIGHT OF WAY PLANS ALIGNED TO THE 1/4 CORNER AND CENTER OF SECTION MONUMENTS FOUND ON THE SOUTH UNE OF THE NE 1/4 OF SECTION 9, TWP 23 N, RGE 3 E.W.M. ALTERNATIVELY, UN AND ASSOCIATES DEIEXMINED THE BOUNDARIES BY HOLDING THE GEOMETRY OF THE WSDOT RIGHT OF WAY PLANS ALIGNED TO TWO SR99 CENTERUNE MONUMENTS – AT P.C. 537+69.8 AND P.T. 527+88.4 APPROXIMATELY 1200 AND 2100 I-EEI RESPECTIVELY SOUTH OF THE PARCEL THE TWO DIFFERENT MEHODOLOGIES PRODUCED WSDOT R/W BOUNDARIES THAT, AT THE MOST, DIFFERED BY 0.30 FEET. THIS DIFFERENCE IS NOT CONSIDERED SIGNIFICANT CONSIDERING HOW SPARSELY MONUMENTED THE WSDOT RIGHT OF WAY IS, THEREFORE, UN AND ASSOCIATES ACCEPTED, AS VALIDATED (EXCEPT AS NOTED IN ITEM 6 BELOW), THE BOUNDARY OF THE 1983 AND 1985 SURVEYS. 6. AS SHOWN HEREON, UN AND ASSOCIATES MADE ONLY ONE CHANGE TO THE BOUNDARIES SHOWN ON THE ABOVE–SAID 1983 SURVEY. THE NORTH LINE OF THE PROPERTY HAS A 10–FOOT JOG THAT CORRELATES TO THE WSDOT RIGHT OF WAY CHANGING FROM 60. FEET TO 70 FEET FROM THE SR599 M1–UNE. THE LOCATION OF JOG IS NOT CLEAR ON THE WSDOT R/W PLANS. THE R/W PLAN PROVIDES NO STATION AND OFFSET FOR THE JOG, AND ALTHOUGH THE JOG LOOKS UKE IT MAY TAKE PLACE AT THE SECTION UNE, THE SECTION UNE AND SEVERAL OTHER UNES ON THE PLANS ARE SCRATCHED OUT BY WSDOT, MAKING THE PLAN UNCLEAR. RIS APPARENT FROM THE PLANS THAT WSDOT HAD PROBLEMS WfhI THE LOCATION OF THE SECTION UNE (AND QUARTER CORNER 9/10 IN PARTICULAR) AS EVIDENCED BY THE REVISION NOTE DATED 9-17-58 WHICH STATES "QUARTER CORNER RELOCATED". THE 1983 SURVEY PLACED THE JOG NEAR, BUT NOT EXACTLY ON, TWO FOUND WSDOT R/W MONUMENTS. THEREFORE, THERE IS NO CLEAR SUBSTANTIATION ON THE 1983 SURVEY FOR THE DECISION TO PLACE THE JOG WHERE THEY DID. UN & ASSOCIATES UTILZED THE ACQUISITION DESCRIPTIONS IN KING COUNTY SUPERIOR COURT CONDEMNATION DECREE, ENTERED NOVEMBER 3, 1958, CAUSE NO. 528605 – SPECIFICALLY VOL. THE BASIS OF BEARINGS AND COORDINATES IS THE WASHINGTON STATE COORDINATE SYSTEM UTIUZING THE NORTH AMERICAN DATUM OF 1983, 1991 ADJUSTMENT (NAD83/91). THE PROJECT COMBINED SCALE FACTOR IS 1.00000000. COORDINATES AND LENGTHSRESARE AN UNITS R U.S. SURVEY FEET AND REPRESENT MEASURED GROUND DISTANCES. VERTICAL DATUM: NAVD88 (NORTH AMERICAN VERTICAL DATUM OF 1988). ELEVATIONS WERE ESTABUSHED ON–SITE FROM NEARBY SOUND TRANSfT CONTROL USING REAL TIME KINETIC GPS WITH AN ACCURACY OF APPROXIMATELY 0.15 FEET. AIR COMPRESSOR UNIT B CO0 SDC FLAG POLE A C, a POWER TRANSFORMER MONITORWELL SIGN L BOLLARD CLEANOUT FIRE DEPT CONNECTION FLAG POLE + REVIEWED F OFt COMPLIANCE CODE �Y� ED APPROVED 3 ry ryo�� OCT 1 t City of Tukwila BUILDING DIVISION 1733, PG. 636 – WHICH PLACES THE JOG AT THE SECTION UNE. THEREFORE, UN AND ASSOCIATES PLACED THE JOG AT THE SECTION UNE, BEING APRROXIMATELY FIFTEEN FEET EASTERLY OF THE 1983 SURVEY. 7. THE SR 599 F1–LINE IS DtubHMINED FROM TWO MONUMENTS FOUND AND HELD AS 66+41.316CENTERUNE (N 11TIONS P.C. 82533.516, 66+05.301282340 43).N 834 AS 4 SUCH, ITHE2F1–UNE DOES NOT ALIGN BY ABOUT 1.1 FEET IN NORTH–SOUTH DIRECTION AND 0.3' IN EAST–WEST DIRECTION WITH THE M1 AND FB ONES WHICH WERE DErERMINE,•"`I•' N 9 MONS AS DESCRIBED IN SURVEY NOTE 5 ABOVE. IN App ' • 1; WSDQI'SR899 R/W PLANS WERE REVISED IN 1985, AT WHICH TIME REVItEi "'' Z. EFFECTIVELY MOVED THE CENTERLINE OF EAST MARGINAL WAY 3.7 FEET E�ILA THE CENTERUNE OF EAST MARGINAL WAY AS LOCATED HEREON I _ NOT PER SAID WSDOT R/W PLAN BUT, RATHER, HOLDS THE LOCATION AS EST' :t._ I�I�D jANJD `r r°a ON THE 1975 SURVEY IN VOLUME 5 OF SURVEYS, PAGE 171, - ''`•RDI►PG'hU .'r 1- 197512150809 (WHICH WAS UTILIZED BY THE 1983 AND 1985 SURVEYS NOTED IN NOTE 4 ABOVE.) 1 PERMIT CENTER BUILDING PERMIT SUBMITTAL °'°"E° B FARISS-BATEMAN - �PRGYEG DCRIPPENCLASSROOM METRO TRANSIT DIVISION °^M SEPTEMBER 8, 2017 9645 REGISTERED ARCHITECT _ /I DRAWN: i B FARISS-BATEMAN Q L.,;Js ADDITION - BUILDING A.2 SOUTH BASE ANNEX - TRANSIT SAFETY & TRAINING A'`S , ..„ STATE OF WASHINGTON cCNECIXD BY WA PROJECT NO: CC #001137767 _ King County De artment of P SURVEY NOTES DRAWING NW r G1.03 Q Na REVISION BY APP'S DATE CHECKED BY JDAVIS- KCMTDC CONTRACT NO: NIA Transportation SI.RET NO. OF r" 3 6 4x4° CONCR NT/POST W/ PIN(V)(N0 PUNCH VISIBLE).0 0RN4_ AND 1.6' EAST OF PROPERTY CORNER. N 184719.06 E 1279637.52 4'x4° CONCRETE MONUMENT/POST W/)4 PIN (NO PUNCH VISIBLE). 02 NORTH OF PROPERTY UNE N 184684.52,E 1279947.13 A PORTION OF THE SE 1/4, NE 1/4 SEC 9 AND THE WY2 OF SEC 10, TWP 23 N., RGE 4 E., W.M. 0=12°28'45' R=1502.40 L=32723 T=16426 CHD=S83°54'51°E 326.58 A=19.4T3r R=1265.90 L-43732 T=220.86 CHD=N11°42'40'W 435.15 cpcp I D N 1 FOUND WSDOT CONSTRUCTION MON IN CASE. 3.5° I.P. FILLED W/ CONC., W/ THIN PIN UP 1/4'. N 184230.13, 1279592.12 M 548+11.9 P.C. N 184174.73, E 1279602.27-' IN CASE. I UP 1/4°. NO3°54'10°E 119.80' N01°44'41'E 10.00' S89°16'24°E 224.47 WSDOT HELD 338.30' WSDOT HELD SEE SURVEY ,-,3".• SEE SURVEY NOTE 5 fiNOTE5 FND QUARTER CORNER z 3' ALUM CAP STAMPED WITH SECTION NUMBERS AND 'DAVID EVANS & ASSOC. L.S. 18904°. LOCATED JULY, 1999 AND MARCH. 2008. HELD FOR PROJECT BASIS OF STATE PLANE COORDINATES: 9 184289.957, E 1279948.700 SHOWN AS K.C. #3440 ON DHA SURVEY VOL 155, PG 197A ( 10 50$9.307i E 3102783 BUILDING PERMIT SUBMITTAL 4.51.0n9 SR 599 M1 547+22.5 P.C. N 184769.14, E 1280162.56 0=8°0550' R=1492.40 L=210.91 T=105.63 CHD=N85'4706°E 210.74 726.40' S87°32'51'E 0 M1 543+21.778+11.9 P.O.T. AHD = F8100+52.15 P.C. BK N 184826.74,E 1280559.13 MI 543+289 P.O.T. A/15.= N 184825.71,E 1280552.07 9481°44'1_1°E 393.60' PARCEL "A" SOUTH 120TH STREE BASIS OF ROTATION OF SNW SURVEY VOL 38.182 ROTATED 00°02'13" COUNTERCLOCKWISE. F 3 S01°48'371N (SNW) co = S01 °46'24"W (M) L1 A A No. REVISION BY APP'D DATE TOT. AREA e 69.064 S.E. 1355 ACRE (SNW) = DATA PER SURVEY BY SURVEYORS NORTHWEST INC„ SURVEY VOL 38, PG 182. (M) = MEASURED DATA PER THIS SURVEY 9481°4411"5 FELEIE FB 98+58.96 P.O.C. 71 08+5946, 33.1' I T CAI CD F1 98+5896, 32' LT., WSDOT SEE SURVEY NOTE 7 R=1468.00' RIN MHO S86°47'43'E 365.88' SR599 FI 98+58.96 P.TJEND LINE -11-184874:987-E42.907-0_. REBAR AND DHA CAP, 12 N OF PROPERTY UNE N 184746.79 E 1280930.01 SR599 F1 96+70.30,120.17' LT., CALCD SR599 F1 96+66.10, 118.85' LT., WSDOT SEE SURVEY NOTES 4 AND 7 N 184848.6558,E 1281048.7421 SR599 FI 95+60.06 (CALCD HOLDING SURVEY VOL 5, PG. 171) SR599 FI 95+56.13 (WSDOT RAN PLANS, NOT HELD, SEE NOTE 7) SR599 F1 95+59.60 (WSDOT AS -CONSTRUCTED RECORD) EMW 18+50.00 (CALC'D. HOLDING SURVEY VOL 5, PG. 171) EMW 18+49.96 (WSDOT AS CONSTRUCTED RECORD) REBVR WITH 3° ALUMINUM CAP STAMPED 'DNA", 0.5 NORTH AND 3.0 EAST OF PROPERTY CORNER SEE SURVEY VOL 155, PAGE 197. N 184737.60,E 1281044.09 SR599 F1 95+46.31,111.13' LT., CALCD SR599 F1 95+42.56,117 LT., WSDOT SEE SURVEY NOTES 4 AND TOTAL AREA , 741,038 SF 17.0118 ACRE PSTATIO f3�. <> , GENERATOR EASEMENT A 60 FOOT WIDE NON-EXCLUSIVE EASEMENT IN FAVOR OF VAL VUE WATER AND WASTEWATER ONES PER DOCUMENT UNDER RECORDING 0. PUMP STATION, POWER GENERATOR 20050401000537. 9845 REGISTERED ARCHITECJ BMWS STATE OF WASHINGTON DESIGNED: 8 FARISS-BATEMAN APPROVER. D GRIPPER EMENT 41505 NT 13"E 1. 0' 30' 60' SCALE: 1"= 60' REVIEWED FOR ODE COMPLIANCE APPROVED \ NOTHING FOUND. COMPUTED LOCATION FROM SNW SURVEY, VOL 38-182. Al 184221.75, E 1281174.17 PROPOSED CLASSROOM ADDITION "A-2" DRAWN FARISS-GATEMAN CHECKED BY WA PROJECT NO. 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RIM .JOIST: S tDF.WALLS • la GA,, w ••3"'STAPLES sic. •E1DWALLS--:.:i4 OA.:a .3"': STAPLE, -.•2 ROWS ••W I,'•..c. FLOORDETAI • _-...4VEP..BRACc':i:.:7•.. HSF NAtL3 TU;BAnCE.'AND • • 7-..M$ dlAI1:S; Til' SEI-t;- E.'OF Ex-Ti[A s''l,TS. 1K .CQL--. •-• & �] • -2215'0A, r. '1!2-::'61'AI'1.ES 1 [ I I DR: YE.N, EAC1t WAY \ . 1 •moi. .. (;RAGESRt4' Li, _? t'd D'.'F. i•2 ST1 CFS' A1' E...CH R:AFTER AS SHoliot a[:L t>r:: -: 2 •.> .COL. -Ji tT-1.�2•:80LT:5-..4.:2-'. ri' 6 e'F. .1 '. EACIl SCOL. D .:. `. -:.. tT-. n- .- 1 6 6EAI 'BRAt'4NC'-DETA1. 6'13•ga .79114Ts3ES;.PER,JoR dpi 9is,' _`CNANSES,.,,PER •aA2,.; :. -.: • FINvIBTTX4 CU.eTR f.Gt3T ' (•906':': BLAZE Rr; 1 IDU5TR1E.5 THIS::P!ATEKiAL_,15 :'I .EXCLUStiE: R.ROPER1:�.'. (JP BLAZER 1 NDUST1i I ES. 1 NC.. ,tiND-. SHALL NOT. BE RrDR'0D1I Ef?,. Lj.5C;1. OR. a:l_5CL.O SED. .'1•`J C�TFIERS• EXCE11 T ASt..itH[1111.ZED BV• THE • WR I T'TEN"PERM I SS 1141' ;?F. SLATER'''] I:alt^,TR I t i, ....FASTEN SHEATHING TO VENT . BLOCKS . I 16" IA r STAPLES :a 4• OA" • \. WAFTER • ONE DRY COP vAPUIi BPRR 1 ER,_._. INSTALLED ON pNE •' S10.5 •IN FACTORY r-•� -FASTEN 2 a 2 .a 2¢' VENT. BLOCKS..•24. at'1D'-R.IDGEBEAM '4/ -14.0*. w 3.I/4' STAPLES.. AT 5"' of MAK. ,., , • ....•.,. • .RA1-.TER • _-,,! \-iHSULAT50M . �• T/2'' SPACER I F: IN5TAL4'tT1O0EYiN1 I'l:.1- GALV.••SCREWS• -2 .. I HSTIILL I.H9:rl Ai 10N 4 INA912I AC 11_14E 3 r IHST!SLL.2.'VA'6R DARRTER, .ACROSS- M1ti±RIABE' LINE I11DV5ifilES.'1110. • -MOBILE • 28 Y 64 OP. WA. GOLD • YEN2 5tREE$ L. RAFTER, 110TT0M; R{MF RIP'--- ` -• CGLUE4' ?EA811.+3rEDGE� REVIE1A ED FOR CODE COIAPLIANCE APP DYED•' OCT 1. 2011 CI BUIL _ V.. 4 CLASSROOM! o r-- Ge GAP 1 TA ... C£ : CAPITAL: • rld OA: lc -1. 31.1 STAPLES a 4':.or:. fes$ i.4 TOP"ROOF R.I?1 • It o- k 2'-MOYCH AT•• -'. •:. 7 .' EACH BAY:". �ILtETI S. RI1's @ T4r1:'S14,1',ENT, r - = 1 ;"4 t :b :$PACER,BLOCICS -FASCIA ,$1Y11 Nb H/11tS• • 4' oc. ---SID1K • . ... - .=19 PANELS•MILL STOP 2' BELON :.. TOP bF coo. RIK Ti+EREPORE. • .. MISSING VENN NOTCHES,1 E'I\ E,.DETM L 'RECEIVED': :. :T/ dri 0F:TUKWrLA 20t . .PERMIT CEN�FER. CAD1i:; .DEVIL •-442�85D- DRAWL! BY,I MEJ •: . ISA.i E - 5-30-A4 . ' JOB N0.:6462-455 SHEET.; 2 r.,4 F LOURESCENI TROFFER 2 in TOo ip-kQ UHIT 124 cr.,. MA(.i MECHANI-CAL NOZt3: 1. SEAL iRAN5MER2E'39iNY5 iH AC[ASCANCE .1 2, USE'tSOt;ATFOU.SL .EVES AT .SUPPLY LINE.CCNNECTiONS ?UP4&HUMS' .3. 8. 531` G i FF.USEA$. ar HANUAL "DAMPER:. • . AS NOTED .ON COEY..R fOHr '1..990 . BL''ATEfl •NET.i3STR 1.F6, - MC' 1I L:S::1iAT'ERI:AL,,IF TI1F_ E)geit•usI'VE PRt1PERrY OP ...BLAZER.i N!MJS.TR I •. NU'' 41-1ALL • NOT "BE REP R+TOU(. ED • _USED' 'OR:. DISCLOSED 1.0 Ai..ALIYHOR•I7.eD BY' THE ' ..• ••11/RF.T7.EW PFk11E_35EGW i1F'.BLAZER•lN.DUC'TRIL5 CALM .'•:•T -eArif NECK;' 646265Th 'DRAWN •.eY.: riFJ bATC: :• i -.3C-,16 • : . JOB H4. 644245 SHOE? STRUCTURAL NOTES: GENERAL: 1 . 1 . ALL DIMENSION OF UNIT COMPONENTS MAY VARY DEPENDING ON BUILDING MANUFACTURER. MINOR VARIATIONS DO NOT SIGNIFICANTLY CHANGE THE CHARACTERISTICS OF THE FOUNDATION DESIGN AND ARE ALLOWED. 1.2. DESIGN AND DETAILING I5 BASED ON THE MORE RES -IRK -1 IVE CRI 1 LRIA FROM THE FOLLOWING BUILDING CODES: 1 .2. 1 . INTERNATIONAL BUILDING CODE, 2015 EDITION $ SUPPLEMENTS I .2.2. OREGON STRUCTURAL SPECIALTY CODE, 2014 EDITION 2. DESIGN INFORMATION * LOADING: 2. 1 . BUILDING RISK. FACTOR 11 2.2. ROOF LIVE LOAD 40 PSF (SNOW), 15=1.0, Cf= I . 15 - 2.3. FLOOR LIVE LOAD 50 PSF OK 2,000# CONC. (OFFICE) 2.4. WIND CRITERION 110 MPH (Vult), EXP15/C, Kzt= 1 .0 2.5. SEISMIC CRITERION SDS= 1 :0, le= L .0, CLASS 'D', CATEGORY D' 2.G. ASSUMED SOIL BEARING I ,500 PSF (VERIFY W/LOCAL BUILDING OFF=ICIAL) 2.7. WALL PLATE HEIGHT 9'-0" 2.8. ROOF SLOPE 3:12 OR FLATTER 2. CONCRETE: 2.1 DESIGN COMP.STRENGTH 2,500 PSI 2.2. REINF. YIELD GO KSI 3. MASONRY: 8x 16x8 UNITS ASTM C-90, GRADE N 3.2. SET UNITS W/CORES VERTICAL $ NO MORE THAN 3 HIGH, PER PLAN, WITHOUT SOLID GROUTING CORES. SOLID GROUTED CORES WITH STACKS OVER 3 HIGH. ANY STACK OVER OVER 5 HIGH REQUIRES SPECIFIC ENGINEERING. 4. SPECIALTY ITEMS: ("MINUTE MAN PRODUCTS, Inc." (800) 438-7277 www.min.utemanproducts.com, OK EQUIVALENT.) 4. 1 . METAL PIERS TO BE CAPABLE OF SUPPORTING G,000# 4.2. LATERAL ANCHORS SHALL BE: DRIVEN ANCHOR W/ STABILIZER PATE (3GX $ MMA-SD2A OR AZTEC ANCHOR); AUGAR-TYPE SET VERTICAL W/STABILIZER PLATE OR HEAD(EZ443O 3/4 DH UV/STABILIZER); W/ A MIN. ULTIMATE LOAD OF 4,725#. NUMBER OF ANCHORS AS INDICATED ON TABLE A. CORNER TIE -DOWNS TO BE WITHIN 3'-0" OF THE BUILDING CORNER. TIE -DOWNS OTHER THAN AT THE CORNERS SHALL BE SPACED EQUALLY. EACH INDIVIDUAL EQUALLY SPACED TIE -DOWN SHALL BE WITHIN 4'-0" OF THE EQUAL SPACING. 4.3. TIE -DOWNS TO STABLE CONCRE L SHALL BE EITHER A MMA- 15-THDLS FOR PRE -POURED CONCRETE OR A MMA -42 -210 -PDH POUR INTO THE CONCRETE. NUMBER OF ANCHORS PER 4.4. TIE -DOWNS SET IN AN ASPHALT ROADWAY OR PARKING AREA SHALL BE "ROCK -TYPE" ANCHORS:P I ROCK ANCHOR). 4.5. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING. CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING' IS FULLY BLOCKED AND LEVELED. 4.6. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S RECOMMENDATIONS. SEE INSTALLATION INSTRUCTION MANUAL. 5. VENTING: 5. I . PROVIDE UNDER FLOOR VENTILATION PER IBC CODE AND LOCAL REQUIREMENTS AT I NET SF OF VENTILATION PER 150 5F OF FLOOR AREA. 5.2. IF A CLASS I VAPOR RETARDER (6 MIL POLYETHYLENE) I5 INSTALLED THE RATIO .MAY 5E INCREASED TOXsoo. 6. ACCESS: 6. I . PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE CODE. 0.2. PROVIDE 18" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ANY UNTREATED WOOD MEMBER. 0.3. PROVIDE 12" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ALL BUILDING MEMBERS. 7. SITE CONDITIONS: 7.1 . FOUNDATION SUBGRADE TO BE UNDISTURBED NATIVE SOILS OR STRUCTURAL FILL, COMPACTED TO 95% OF THE STANDARD PROCTOR DENSITY PCR ASTM D-658. 7.2. SLOPE FINISHED GRADE AWAY FROM THE,BUILDING FOUNDATION AT A MIN. GRADE OF 5% FOR THE FIRST I 0 -FEET AND 2% THEREAFTER TO A SUITABLE DISCHARGE. SOIL ANCHOR SEE DETAIL B1/D2M, TYP. EA. END ALTERNATE LATERAL BRACING SYSTEM, SEE SHEET D3M LENGTH OF UNIT 111 1'-64 (TYP.). TY SU PPO TYPIC NTERI CAL UNIT T BEAMS L AT R COL. YPICAL AT XTERIOR • COL. 0'' ;-, - - m PADS & P ERS, NO. REQUIRED PER TABLE A SEE DETAIL Al & A2/D1M SPACED EQUALLY SOIL ANCHORS PER SCHEDULE SEE DETAIL B2/D1M SPACED EQUALLY TYPICAL BOTH SIDES FOUNDATION PLAN 12'-O" MULTI -WIDE MOBILE OFFICE SCALE: 1/8" =1'-0" TABLE A MODULE RNL PIER/PAD SPACING - INSTALL PIER/PADS UNDER EACH CHASSIS SUPPORT RAIL SPACED EQUALLY BETWEEN END PIERS. SEE DETAILS SHEET DIM -INSTALL SOIL ANCHOR HOLD-DOWN ASSEMBLIES EACH OF FOUR WALLS, SPACED ASSEMBLIES EQUALLY BETWEEN END HOLD-DOWNS. DEE DETAILS SHEET D1 M WIDTH LENGTH # PADS & PIERS OF UNIT OF UNIT ROOF LOAD OUTSIDE RAILS/INSIDE RAILS 30 PSF 40PSF 24'-0" 4O'-0' 10/7 10/7 24'-0' 60'-0' 14/10 15/10 36'-0" 60'-0' 14/10 15/10 48'-0' 60'-0' 14/10 15/10 60'-0' 60'-0" 14/10 15/10 72'-0" 60'-0" 14/10 15/10 84'-0" 60'-0" 14/10. 15/10 'LATERAL ANCHORS (OR) #BRACES 110 MPH WIND, EXPOSURE EA.SIDE EA.END B C B 3-2 4-2 3-2 5-3 6-3 5-3 5-3 7-3 3-2 6-3 7-4 6-3 8-4 8-4 8-4 9-4 9-4 9-4 10-5 10-5 10-5 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 13 2011 Cit of Tukwila BUILD i .. .IVISION Cal EN al 6w Ca ■® mi gi.:21 LE.; (9 C9 w 0 Z c z 0 3-2 p Q 5-3 RECEIVED 0 6CjTY OF TUK1+L 8-4 LU O 9-4 SEP 1 2 i0 o 10/5 PERMIT CE \l'NF Ca o STERN UNITES STATES SERVING TEH 0 0 BOX 140537, GARDE 0 d zo � N 0 .e" REVISION DATE: 05/02/2017 - db Fl 2M SHEET : 1 OF 4 \MOB-FON-1.4W-F12M METAL STRAP OR ABLE WITH TURN -BUCKLE TO APPROVED ANCHOR ODULE SUPPORT BEAM 2x SHIM CAP WITH NO MORE THAN 2) 2"X8"x16" PT PLATES GALVANIZED OR (1) 4°xs"x16" CMU STEEL ER SOSTRAILL .11 ---- ANCHOR MANUF. 1 8"X8"X16" CMU 4"X16"X16" CONC .OR 16"x16" ABS OR 2x12 - 24" LONG PT. WOOD ArMU PIER .T.S. METAL STRAP PER SOIL ANCHOR MANUFACTURER WITH TURN BUCKLE TO APPROVED ANCHOR ODULE SUPPORT BEAM PREFABRICATED METAL PIER A2 PAD & PIER N.T.S. 16"x16" FTG. PAD, ONC, ABS, OR 2X12 - 24" LONG PT. WOOD B1 MODULE MODULE SUPPORT BEAM STRAP CLAMP PER SOIL ANCHOR MANUFACTURER ANCHOR PER NOTES, SHEET 1 SOIL ANCHOR-ENDWALL N.T.S. II II 1I 1I MODULE STRAP CLAMP PERI ANCHOR MANUF.1 MODULE BEAM C1 N.T.S. GALVANIZED STEEL STRAP PER ANCHOR MANUF., MAX. 45° FROM HORIZONTAL \• ANCHOR PER NOTES, SHEET 1 R?SOIL ANCHOR-SIDEWALL N.T.S. 2x4 t 41-0" 1 - " O.C., TOENAIL T & B W/ SKIRTING MATERIAL 2 x 8 PT., CONT. N3[8" x 10" REBAR ANCHOR AT ND0.C. RIVEN INTOO HE LENGTH SKIRTING DETAIL -NONBEARING C2 /\ 8d@12"O.C. (TYP. 3 LOCATIONS) BOTTOM TRIM 2x4 @ 2'-0" O.C. SKIRTING MATERIAL, P.T. PRESSURE TREATED CEDAR OR REDWOOD MIN.1x6 8" X 15" REBAR ANCHOR AT 32" O.C. MAX. 12" LENGTH DRIVEN INTO THE GROUND SKIRTING DETAIL -STRUCTURAL ECEIVED CITY OF TUKWILA m SEP 1 2:2017 PERMIT CENTEF ±1 0 N.T.S. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 1 t3 2017 City Ci of Tukwila BUILDING DIVISION PC z STANDARD FOUNDATION 9 6 LI; J_ w n N CI) J Q ' g 2 3 0 REVISION DATE: - 05/02/2017 - db D1M SHEET : 2 OF 4 \MOB-FON-SW-D1M METAL STRAP OR ABLE WITH TURN -BUCKLE TO APPROVED ANCHOR ODULE SUPPORT BEAM 2x SHIM CAP WITH NO MORE THAN 2) 2"X8"X16" PT PLATES OR. (1)-4"X8"X16" CMU 8"X8"X16" CMU 4"x16"X16" CONC .OR 16"x16" ABS OR 2x12 - 24" LONG PT. WOOD 1CMU PIER it METAL STRAP PER SOIL ANCHOR MANUFACTURER WITH TURN BUCKLE TO APPROVED ANCHOR ODULE SUPPORT BEAM PREFABRICATED METAL PIER 2 PAD & PIER N.T.S. 16"x16" FTG. PAD, ONC, ABS, OR 2X12 24" LONG PT. WOOD GALVANIZED STEEL STRAP PER SOIL` ANCHOR MANUF. 1N4A* v AIN MODULE MODULE SUPPORT BEAM STRAP CLAMP PER SOIL ANCHOR MANUFACTURER ANCHOR PER NOTES, SHEET 1 B 1SOIL ANCHOR-ENDWALL N.T.S. 11 11 1 1I MODULE STRAP CLAMP PER ANCHOR MANUF.1 MODULE BEAM 2x4 (4'-O" O.C., TOENAIL T &. B W/ SKIRTING MATERIAL 2 x 8 PT., CONT. N318" x 10" REBAR ANCHOR AT DRIVEN 32"0.C, INTO THEE ROUND SKIRTING DETAIL -NONBEARING C1 N.T.S. GALVANIZED STEEL STRAP PER ANCHOR MANUF., MAX. 450 FROM HORIZONTAL ANCHOR PER NOTES, SHEET 1 B 2 SOIL ANCHOR-SDEWALL N.T.S. 8d @ 12" O.C. (TYP. 3 LOCATIONS) BOTTOM TRIM SKIRTING MATERIAL, P.T. PRESSURE TREATED CEDAR OR REDWOOD MIN. 1x6 8" sn(15" REBAR ANCHOR AT 32" O.C. MAX. 12" LENGTH DRIVEN INTO THE GROUND C2 SKIRTING DETAIL-STRUCT NITS. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 13 2011 City of Tukwila BUILDING DIVISION CID 69 Cis) mi Cini gi ®o 8 ussCZ 62: PO 60X 140537, GARDEN CITY, (D 83714 - (208) 871.0200 61 z z Q 00 IL RECEIVED 0 URiStrY OF TUKW10 SEP 12;2017 PERMIT CENTE0 - ct) 0 0 a g CI Ps cl REVISION DATE: 05/02/2017 — db D1M SHEET : 2 OF 4 \MDR-FDN-SW-D}N INTERIOR Z ROOF BEAM MATELINE COLUMNS r - RIM JOIST I E2x8x16" TRT WOOD PLATE I 8"x8"x16" CMU BLOCKS ONE SET PER TWO PADS FTG PADS PER SCHEDULE EXTERIOR ROOF BEAM MATELINE COLUMN RIM JOIST 1 1 1 1 1 1 �✓ 8"x8"x16" CMU BLOCKS FTGPER PADS PLAN --- �� \;\\x \;\\ INTERIOR COLUMN SUPPORTS N.T.S. "\\>;\\;\\\;x\\;\\ B EXTERIOR COLUMN SUPPORTS N.T.S. PADS REQUIRED AT ROOF BEAM SUPPORT COLUMNS 30 PSF ROOF LIVE LOAD - 12 -FT. MODULES: (2) 16"x16" PADS PER - 14 -FT. MODULES: (2) 16"x16" PADS PER 40 PSF ROOF LIVE LOAD - 12 -FT. MODULES: (2) 16"x16" PADS PER - 14 -FT. MODULES: (2) 16"x16" PADS PER 10'-10" EFFECTIVE SPAN 9'-0" EFFECTIVE SPAN 8'-6" EFFECTIVE SPAN 7'-4" EFFECTIVE SPAN EFFECTIVE SPAN = BEAM SPAN EACH SIDE OF COLUMN REVIEWED FOR CODE COMPLIANCE APPROVED OCT 13 2011 City of Tukwila BUILDING DIVISION 0 e A 2 C PO BOA z zo RECEIVED 5 CITY OF TUKWILA ca D w SEP 1 22017 >- I— 0 W � J Q OQ 5 - (n PERMIT CENTER 9 0 O 91= Q ti 00 w J m 0 z 0 REVISION DATE: 05/02/2017 — db D2M SHEET : 3 OF 4 \NOB—FON—SW—D2M • • - J -Bolt I-beam Connector H - Transverse a arm Top (1.75" bottom (1.F) K -Tech Screws D - Concrete U bracket transverse connectors J - Concrete "V" Bracket (�11ti�11;1611;1+1��1111•�'uhtll �i,�u S` Assemb view -I -Beam Clam. Part# 1100-10-P I4 \ #12- Tech Screws D - Gr"and Pan tran verse ."nnectors H - Transverse a arm Top (1.25") bottom (1.51 ft C - Ground Pan "TDE" Xi2 BRACING N.T.S. •40, F - Long. brace I-beam connectors E - Long. Brace Tube (1.5") . i� .. C NORM -- ,16��' Assembly view -I -Beam Clamp Part# 1100.10-P F - "V" brace I-beam connectors OmAted for - "V" Brace Tube (1.5") Cement Block Omitted for Clarity C = CONCRETE FOOTER/RUNNER D = CONCRETE U BRACKET TRANSVERSE CONNECTOR (connects with grade 2 - 1/2" x 2 1/2" carriage bolt & nut) E = "V" BRACE TUBE F = "V" BRACE I -BEAM CONNECTOR ASSEMBLY (connects with grade 2 - 1/2" x 4" carriage bolt & nut) H = TRANSVERSE ARM ASSEMBLY I = TRANSVERSE ARM I -BEAM CONNECTOR (connects with grade 2 - 1/2" x 2 1/2" carriage bolt & nut) J= CONCRETE "V" U BRACKET (connects with grade 2 - 1/2" x 4" carriage bolt & nut) K = Tech Screw - SAE -J78, 1/4" #14X3/4" C - Concrete footer/ Runner "OLIVER" #1100 V N.T.S. 7 C = GROUND PAN D = TRANSVERSE GROUND PAN CONNECTOR U BRACKET (connects with grade 2 - 1/2" x 21/2" carriage bolt & nut) E = LONG. BRACE TUBE ASSEMBLY WI 1.5 BOTTOM TUBE F = LONG. BRACE I -BEAM CONNECTORS ASSEMBLY Model #1100-10-P (connects with grade 2 - 1/2" x 4" carriage bolt & nut) H = TELESCOPING TRANSVERSE ARM ASSEMBLY I = TRANSVERSE ARM I -BEAM CONNECTOR (connects with grade 2 - 1/2" x 2 1/2" carriage bolt and nut) J = V PAN U BRACKET (connects with grade 2 - 1/2" x 4" carriage bolt and nut) K = Tech Screw - SAE -J78, 1/4" #14X314° REVIEWED FOR CODE COMPLIANCE APPROVED OCT 13 2011 City of Tukwila BUILDING DIVISION m 0 _ CO —coJ = 1 1 0 01111i MEM e ■.■ LU w W � V o � z 00�I r= W 0 PO BOM z zO_ RECEIVED E 1- CITY OFTUKWILA� p SEP 12,2017 m D 161-2 O PERMIT CENTEP o W J 00 z OcnQ cn uS 0 o Z a REVISION DATE: 05/02/2017 — db D3M SHEET : 4 OF 4 \NOB—FDN—SW-03M 0 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director April 12, 2018 Jennifer Lee King County DOT, Transit Division 201 S Jackson St, M/S KSC-TR-0431 Seattle, WA 98104-3856 RE: Request for Extension #1 Permit Number D17-0244 Dear Ms. Lee, This letter is in response to your written request for an extension to Permit D 17-0244. 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 through November 1, 2018. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Lei rill5)11/11) Rachelle Ripley Permit Technician File: Permit No. D17-0244 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov O King County Department of Transportation Transit Division Design & Construction Section 201 South Jackson Street, M/S KSC-TR-0431 Seattle, WA 98104=3856 Phone: (206) 263-8272 Fax: (206) 684-1900 April 6, 2018 City of Tukwila Allen Johannessen, Building Official Permit Center, Building Division 6300 Southcenter Boulevard Suite#100 Tukwila, WA 98188 RECEIVED CITY OF TUKWILA APR 0 6 2018 PERMIT CENTER Re: Request for extension up to 180 days Permit No. D17-0244 Pre -Fab Trailer Placement (Tukwila International Boulevard Station) Permit Expires On: 05/01/18 Dear Allen Johannessen, King County Metro Transit is working towards approval for electrical service and related contracting work. We request the City of Tukwila grant us a permit extension. Sincerely, Jennifer Lee, Real Property Agent Cc: Rachelle Ripley, Permit Tech —1 Request for Extension_:. # I Current Expiration Date: 'I \ \N `ti 1� Extension Request: /' Approved for ( c ❑ Denied (provide explanation) days Signature/1 nitials 4/2/2018 City of Tu wila Department of Community Development JENNIFER LEE 201 S JACKSON ST M/S KSC-TR-0431 SEATTLE, WA 98104 RE: Permit No. D17-0244 KING COUNTY METRO TRANSIT 11911 E MARGINAL WAY S Dear Permit Holder: Q Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 5/1/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 5/1/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, rliftn Rachelle Ripley Permit Technician File No: D17-0244 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 t� O Joanna Spencer From: Brezonick, Carri <Carri.Brezonick@kingcounty.gov> Sent: Wednesday, October 11, 2017 4:58 PM To: Joanna Spencer Cc: Robin Tischmak; Lee, Jennifer Subject: Students and Metro Transit Facility Joanna, Metro Transit is seeking a larger classroom space because we simple do not have enough capacity for the activities that occur at this location. We share the facility with Safety and VM and we all vie for the same classroom space. At the location in question, we train both current employees and new employees. This is not a change. Students attending the training come from exiting Metro facilities located throughout the County as well as new employees who drive to the Training Center from their homes or jobs. Over the last three years, the number of individuals we training has remained very constant. We simple just do not have another space to share. Please let me know if you have any additional questions or need any additional information. Carri Carri Brezonick, Superintendent Operations Training 206-477-7222 1 F011,,Ma ��'7- 022 'PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0244 DATE: 09/12/17 PROJECT NAME: KING COUNTY METRO TRANSIT SITE ADDRESS: 11911 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Afs bwc 7m1 s-� Building Division Public Wor s A* P& alti Fire Prevention Structural wpb � 94H7 Planning DivisionNE Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 09/12/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: Approved with Conditions Denied (ie: Zoning Issues) 10/10/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 DESIGN SPACE MODULAR BLDG INC Home Espanol Contact Safety & Health Claims & Insurance CoWashington State Department of Labor & Industries Search L&I Page 1 of 2 A -Z Inde: Help - • My 1.&1 Workplace Rights Trades & Licensing DESIGN SPACE MODULAR BLDGS INC Owner or tradesperson MCSHANE, PAUL JOSEPH Principals MCSHANE, PAUL JOSEPH, PRESIDENT MCGREGOR, DANIEL LYNN, VICE PRESIDENT ESERNIA, ANTHONY WILLIAM, SECRETARY ESERNIA, ANTHONY W, TREASURER WA UBI No. 602 258 795 11120 W SUNSET HWY 2 AIRWAY HEIGHTS, WA 99001-0346 509-244-0346 SPOKANE County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. DESIGSM974CF Effective — expiration 02/06/2003— 02/06/2019 Bond ........-....._ Safeco Ins Co of America Bond account no. 15S000582 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 05/11/2012 04/20/2012 Expiration date Until Canceled Bond history Insurance Westchester Surp Lines Ins Co $1,000,000.00 Policy no. BK057595671 Received by L&I Effective date 11/28/2016 11/18/2016 Expiration date 11/18/2017 Insurance history Savings ... ......... No savings accounts during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602258795&LIC=DESIGSM974CF&SAW= 10/17/2017 DESIGN SPACE MODULAR BLD6INC _- Lawsuits against the bond or savings No lawsuits against the bond or savings acc • during the previous 6 year period. LSI Tax debts NL&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 No active workerscomp accounts during the previous 6 year period. 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. Page 2 of 2 Washington State Dept. of Labor 8, Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://securelni.wa.gov/verify/Detail.aspx?UBI-602258795&LIC=DESIGSM974CF&SAW= 10/17/2017