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Permit D18-0324 - LEO STELLA - MECHANICAL EQUIPMENT PAD, ENCLOSURE, WALLS ETC
LEO STELLA EQUIPTMENT PAD 12501 E MARGINAL WAY S 018-0324 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 7345600580 12501 E MARGINAL WAY S Project Name: LEO STELLA EQUIPMENT PAD Permit Number: Issue Date: Permit Expires On: D18-0324 11/27/2018 5/26/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: INTERNATIONAL GATEWAY EAST 12201 TUKWILA INTRNTNL BL 4TH , SEATTLE, WA, 98168 RANDY MORGAN 1326 FIFTH AVE SUITE 400 , SEATTLE, WA, 98101 SABEY CONSTRUCTION INC 12201 TUKWILA INTL BLVD 4TH FLOOR, TUKWILA, WA, 98168-5121 SABEYCI033KM SABEY 12201 TUKWILA INTERNATIONAL BLVD 4TH FLR , SEATTLE, WA, 98186 Phone: (206) 587-7120 Phone: (206) 281-4200 Expiration Date: 1/12/2019 DESCRIPTION OF WORK: WORK INCLUDES CONSTRUCTION OF AN EXTERIOR MECHANICAL EQUIPMENT PAD, WOOD FRAMED ENCLOSURE WALLS, PARTIAL ROOF FOR ACOUTIC MITIGATION. PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL AND STORM DRAINAGE MH ADJUSTMENT. Project Valuation: $65,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: NO Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $2,527.25 Occupancy per IBC: Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: 1 Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: Date: 1) 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: E(t C&t Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 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: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 14: 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. 15: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 16: ***PUBLIC WORKS PERMIT CONDITIONS*** 17: Call to schedule mandatory pre -construction meeting with Dave Stuckle, Public Works Inspector, (206) 433- 0179. 18: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 19: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 20: Permit is valid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 21: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 22: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 23: Any material spilled onto any street shall be cleaned up immediately. 24: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 25: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 26: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 27: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 �„„ 1700 BUILDING FINAL** 5200 EROSION MEASURES 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 4037 SI -CAST -IN-PLACE 4046 SI-EPDXY/EXP CONC 5090 STORM DRAINAGE 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. (� Date Application Accepted: 10 (x-©3»1 Date Application Expires: 4-1G)-(/ (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: 12501 East Marginal Way South King Co Assessor's Tax No.: 7345600580 Suite Number: Floor: 1 Tenant Name: Leo Stella Equipment Pad PROPERTY OWNER Name: Sabey (Building Manager) Address: 12201 Tukwila International Blvd, 4th Flr City: Seattle State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Randy Morgan Address: 1326 5th Ave., Suite 400 City: Seattle State: WA Zip: 98101 Phone: (206) 587-7120 Fax: Email: randym@burgesspnw.com GENERAL CONTRACTOR INFORMATION Company Name: Sabey Construction Address: 12201 Tukwila Int'1 Blvd., 4th Floor City: Seattle State: WA Zip: 98168 Phone: (206) 281-8700 Fax: Contr Reg No.: SABEYCI033KM Exp Date: 01/12/2019 Tukwila Business License No.: BUS -0102122 H:\Applications\Forms-Applications On Line \201 1 Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh New Tenant: ❑ Yes ®..No ARCHITECT OF RECORD Company Name: Grid Engineers Company Name: Burgess Design Address: P.O. Box 30797 Architect Name: Randy Morgan Phone: (206) 898-3737 Fax: Address: 1326 5th Ave., Suite 400 City: Seattle State: WA zip: 98101 Phone: (206) 587-7120 Fax: Email: randym@burgesspnw.com ENGINEER OF RECORD Company Name: Grid Engineers Engineer Name: Tom Tokarczyk Address: P.O. Box 30797 City: Seattle State: Wa Zip: 98133 Phone: (206) 898-3737 Fax: Email: bryan.tokarczyk@gridengineers.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Sabey Address: 12201 Tukwila International Blvd. 4th Flr City: Seattle State: WA Zip: 98168 Page 1 of 4 BUILDING PERMIT INFORMATIOC206-431-3670 Valuation of Project (contractor's bid price): $ 65,000 Describe the scope of work (please provide detailed information): WORK INCLUDES CONSTRUCTION OF AN EXTERIOR MECHANICAL EQUIPMENT PAD, WOOD FRAMED ENCLOSURE WALLS, PARTIAL ROOF FOR ACOUTIC MITIGATION. Existing Building Valuation: $ 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: 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 Q No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: © Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes " No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety 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\201 1 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lst Floor 19,262 0 0 V -B 'B'/'F -1' 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq 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 Q No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: © Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes " No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety 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\201 1 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 1 PUBLIC WORKS PERMIT INFOe'IATION — 206-433-0179 Scope of Work (please provide detailed information): 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 ❑ l ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided 0 .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...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 ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO # WO # WO # ❑ ...Deduct Water Meter Size Private ❑ Private 0 FINANCE INFORMATION Fire Line Size at Property Line 0 ...Water ❑ ...Sewer Monthly Service Billing to: Number of Public Fire Hydrant(s) 0 ...Sewage Treatment Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 3 of 4 • '2 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 justifiab ause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY AWS OF THE STA E OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 Signature: ' Date: /00./.61,6 Mailing Address: 1326 5th Avenue, Suite 400 H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Day Telephone: (206) 587-7120 Seattle WA 98101 City State Zip Page 4 of 4 BULLETIN A2 CTYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME La) 7'e'/fQ i u ,jn,,P.4r 1 Pj PERMIT # J)/8 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization i• 1 CO MO Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. *5,300.00 $250 (1) C. 2.0% of amount over $100,000, but Tess than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $ (4) 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1' 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) - $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01.01.18 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 7. Pavement Mitigation Fee $ (6) $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 —1,000 $37.00 for lst 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the lst 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for lst 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01.01.18 2 (9) Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID $757.30 $757.30 $757.30 $757.30 $757.30 D18-0324 Address: 12501 E MARGINAL WAY S Apn: 7345600580 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R15633 R000.345.830.00.00 0.00 Date Paid: Tuesday, October 16, 2018 Paid By: BURGESS DESIGN INC Pay Method: CHECK 016049 Printed: Tuesday, October 16, 2018 1:40 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS 1 ACCOUNT I QUANTITY PermitTRAK I PAID $1,769.95 D18-0324 Address: 12501 E MARGINAL WAY 5 Apn: 7345600580 $1,769.95 DEVELOPMENT $1,455.07 PERMIT FEE R000.322.100.00.00 0.00 $1,165.07 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 PW PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $132.50 PW CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $132.50 PUBLIC WORKS $250.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TECHNOLOGY FEE $64.88 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15914 R000.322.900.04.00 0.00 $64.88 $1,769.95 Date Paid: Tuesday, November 27, 2018 Paid By: BURGESS DESIGN Pay Method: CHECK 016127 Printed: Tuesday, November 27, 2018 3:57 PM 1 of 1 SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit bis 03234 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: 120 C U.4 Type of Inspection: iSJ/t.Oi,•J 7I 'sA Address: /1501 E. N1 1.44, Date Called: Special Instructions: sQ. 5p1A� ate Wanted: fi- / 49 p.m. Requester: aa. Phone No: Oa? 3ir 9)01 COMMENTS: r applicable codes. Corrections required prior to approval. :.6‘,; ivft ft( /4/' Inspector; Dates.s, ^ 20/7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: LSO C -'--A Type of Inspection: 11..h. t.%‘,..k.. Ft.-A-4— -- Address: Address: r 2 -Ca r, n eom., u, Date Called: Special Instructions: to Wanted: -2..^.2—C) p.m. Requester: �`Q � Phone No: 20(0 z,kt a©1 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /-;:eah Pilo if/v/4-c— X- CAAce, )6-- 12014 stv-Acti..0,-- e€4,1kk- -C� fJ AO Inspector:`, C REINSPECTION FEE REQUIRED. Prior to next inspe ion. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPE N N0. 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: Lz S-ra -k-4 Type of Inspection: lL i 6,. t-7 .; Address: Date Called: Special Instructions: ��7' A16 Date Wanted: I" 23' 19 p.m. Requester: /em Phone No: 239/ X7€1/ 0 Approved per applicable codes. LJ Corrections required prior to approvai. COMMENTS: > Inspector: Date: 174.2.3r...:1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit tb- 0324f PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (205) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: LED '6U4 -*OPT', PAN) Type of Inspection: P \ VP -e --cop) Address: 12-S-0 l E"- w 6- z, N4,Y Date Cal ed: o t(o7) (i..oI0/ Special Instructions: )C Date Wanted: a.m. 0 (( L( Pi pan. ` Requ ster: 140 PS 02-4-744err 4,4 Bey Phone No: .2o4 -774/-46.3-0 1 Approved per applicable codes. •--BCBTrections required prior to approval. COMMENTS: P -cop► . (94- apezzi pOe (13 u-' iJor rl ;�w\ AnLeppiztvon dig ln. to : _ ^n l Dati:4i )C REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. C3) INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dt8-032* PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Proje STeLL ,1- Type of Inspection::L -✓>r -►- Address: IZSs of £, ( kr4/J4 - .1 Dntc Callcd: (cxieI-c-t, 6 ►;,, Special Instructions: , / Bate-Warttetf a.m P.m. ci/ i— , -y(/(I�R Requeer: U Phone No: god -39l- $70t ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: _aee,t441„� dGten. aPr 1=r 04 < rid PI4p* otked )11) ae ler-Lt , 044-Q) LAJkkti 1,u m.,-u%.;(r.JCP , (9`c_.- 7} pt/juLiAke-t_ec(i(*(_a Fvv,4_ Inspector Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 10 mt INSPECTION RECORD Retain a copy with permit INS CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION De 0.324 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Z...157sr�� Type of 1 spection: r �, 14/ Address: /250/ E //H•*-- ivoiy Date Called: Special Instructions: /0 '• o 4. /1 • Date Wanted: /O3a=- /Z /Z-(0 p.m. Requester: (D13e5I2 T Phone No: 706 o/ 870/ pproved per applicable codes. Ll Corrections required prior to approval. MMENTS: ni-71 ) AMU-- nspector: •Date:/ REINSPE'QTION 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 Uo32 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: %Co i� Type of Inspection:57-E74,4 T_ t `ulLT Address:_ /250 C / ' Aa it Date Called: Special Instructions: ECR/MfitdT PSP Date Wanted: 12-5- Ig ,�r�- p.m. Requester: Phone No: Approved per applicable codes. OM MENTS: El Correct rior to approval. Inspector: r oaa Date: / i REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. January 4, 2019 ES -0312.14 Sabey Corporation 12201 Tukwila International Boulevard, 4th Floor Seattle, Washington 98168-5121 Attention: Mr. Paul Swanson Earth Solutions NW «C Earth Solutions NW [lc Geotechnical Engineering, Construction Observation/Testing and Environmental Services Subject: Final Report — Mechanical Enclosure Foundation and Slab Subgrade Earthwork Observation and Consulting Services IGE II B LeoStella 12501 East Marginal Way South CITE TIVED Tukwila, Washington UKWILA Reference: Permit D18-0324 MAY 0 2 2019 Dear Mr. Swanson: PERMIT CENTER In accordance with your request, an Earth Solutions NW, LLC (ESNW) representative observed foundation and slab subgrade for the mechanical enclosure on November 6, 2018. Our representative observed foundation and slab subgrade to be dense and suitable for support of the proposed structure. Based on our observation, the foundation and slab subgrade was prepared in accordance with the project plans and our geotechnical recommendations. We trust this letter meets your current needs. If you have any questions, please call. Sincerely, EARTH SOLUTIONS NW, LLC c0" 4 Lewis A. Conklin Geotechnical Services Manager Raymond A. Coglas, P.E. Principal Engineer 1805 - 136th Place N.E., Suite 201 • Bellevue, WA 98005 • (425) 449-4704 • FAX (425) 449-4711 MAYES TESTING ENGINEERS, INC January 4, 2019 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188-8188 Attention: Building Official Alretracarl COMPANY Re: Leo Stella Final Letter 12501 East Marginal Way Tukwila, WA Project No. M7181789 Permit No. D18-0324 Seaide Olde 20225Cedar valeyRoad Suite 110 Lynrnaod, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Site E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.5843707 PbrtlandOlrice 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Gentlemen, This is to inform you that registered special inspections have been completed for this project. The following inspections were required: • Cast in Place Deep Foundations • Epoxy / Expansion Concrete Anchor Bolts. Special inspections were performed for the following activities and copies of reports are attached. • Concrete Construction To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust this provides you with the information that you require. Should you have any questions please call us at 425/742-9360. RECEIVED CITY OF TUKWILA MAY 0 2 2019 PERMIT CENTER Sincerely, Mayes Testing Engineers, Inc. C—APsc4"'N. tuart J. Cart P.E. Special Projects Manager i- ; . 6 Ste .1- 4027 SI - Coid-F SPECIAL it4sPec-Tietis 4oao Si 4022 Si - MoSory Consionsiaton 4023 S3- Stnactersi Obseniston Semr Resistance .• Cit f Tuk wi INSPECTION RICORD Inspection Request Line: 206-438-9350 CITY 24 HRS F R 10 COM Constmcton -474— - Wird 4029 feet 4030 - Er -roe -catty Design Masonry -Risk 4_ Category ri I 4031 SI - Vertical Masonry Foundstori ElernentS i j_j SI - Wood Construclor - 4- 4033 1 SI - Hh Load Diaph 'am* 1 i 4034 SMIai Pate Connected Wood )1Iruse>6OIeeI -,- — i 4St - i 4.4 ---, t -4 4036 1 SI - -Ktetirvls 4037 I SI - Cast FoJndatioces i4038 SI -Helical Fite F-oune_etiosn SI - Seismic Resistance , SI Teat end OualiftiWion fo, Semnfic i Resistance -4 r 1 - 4 4041 SI - Sprayed Ftro fiestarr. Materia, 4042 SI - Mastin.. and Intumescent Pim '3- I Ratan:Ian': Coabngs _ -4- -. --4.; joints 4044 Sf - Fete Resie tent Periatretity-is and + , 4 4C45 i SI - Smoke Controi , . , v 1 4046 r Si - Epoxvt-Expawon Concrete Anchor 'A final Idler from the Sri eory irosvefiuy .7 WV ter II t* ,oquPoo toxic corrip44on Ot SI -ca tr:spaciont, , 01). • , trk. CONCRETE OBSERVATION REPORT Report Number: Service Date: Report Date: M7181789.0006 12/05/18 12/05/18 Client Unknown Attn: Unknown Unknown Unknown - 0099 Unknown, XX 66061 MAYES TESTING ENGINEERS brfiarI COMM? 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project SP LeoStella GPR 12501 East Marginal Way South Tukwila, WA Project No.: M7181789 Permit No.: Samples: Inspectors: D18-0324 4-4x8 Tom Cain Weather: clear Start Time: 7:00 AM Hours: 2 Inspected reinforcing steel for new equipment pad located outside at east end of the building. Confirmed reinforcing steel placement conformed to detail E/s.2. Cat Portland supplied concrete mix #3310 was placed in this location. Sampled concrete and cast (4) 4x8 test cylinders for strength testing (4000 psi at 28 days). To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes/Terracon Rep.: Thomas Cain Reported to: Contractor: Report Distribution: (1) Unknown, Unknown Unknown (1) Mayes Testing Engineers, Inc, Stuart Carter (1) City of Tukwila, Building Official Reviewed By: Senior Engineer The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 10-16-13, Rev.10 Done 4 „c 4 p grid ®� box 30797 seattle 98113 r IGE / bldg IIb / Equip Pad [ Leo Stella TI ] 12501 East Marginal Way South Tukwila, WA Structural Calculations REVIEWED FOR CODE COMPLIANCE APPROVED NOV 202018 City of Tukwila BUILDING DIVISION October 05, 2018 [ 180044.111 RECEIVED CITY OF TUKWILA OCT 1 6 2018 PERMIT CENTER Table of Contents Cover Sheet 1 Table of Contents 2 Executive Summary 3 Layout Info/Loading 4 Appendix A grid /'� box 30797 �. seat le 98113 Arch Reference Sheets c.20 2IPage Executive Summary An exterior equipment pad will enclose both an AHU and an equipment blower unit for the Environmental Testing space. Associated ducting will route air to/from interior space for AHU and blower unit. The exterior blower unit also has exterior sound attenuation ducting (baffling) in response to the acoustic study conducted. The exterior pad has a perimeter solid enclosure, a gate (North), and a partial shed roof (acoustic recommendations) over the blower sound attenuation ducting. See AppendixA for general layout information. The structural design is in accordance with the 2015 IBC with SBC 2015 amendments and A7-13/16 design loads. l/Qgrid box 30799 // seattle 98113 3IPage Layout Info / Loading Wgrid box 30797 seattle 98113 structural eric2lneers seattle,wa 206.88.1-1000 k gby tcht, rg ... 1 1 1 01 lin ie. 0 1,14PAP • 4/44,44.44444. .4 A 1** c.5 structural engineers S P d t t 1 P, W d a06,8�B,LI000 0 aitmA9 -Me. tL4 37•, r Vevek ,g3.9 11= 3e•5' c.6 structural engineers S e d t t 1 e , W d 206.9 B_1--1000 0 g N g )( 14W te)We- /06.21 k�l sem'• v1 _ 15 . 7/34. 12 ,.4) ( t.0 4e -64V IL) • "2-s6 C•si)(1.01.(.•ry)(1,g) 6 i. . 6a .6e G£'s t•4 Com) 16/Kra 6% s l•3S (c00.2) v./au. )C7) =126gr . Asl (z'X-t)=116ta' l" t1 •06 4443 1 v;1 = cm t,0) C. e� )(1.4) (126 �� = (t-i.6S f )(1i6 � _ 2.24.1t- Vcz..� t is O( .scpk t.5)( t9 6 a) _ 1i• s t r ( 11b i ) a 3 3 ti \•ketr.it•-: um1Nt = t, c� (pee ti•$) c.7 R I o structural engineers S e a t t 1 2, W a z06,9 8.1-1000 • , 2.04s.4swx wk. 1 ( -• .21�. �Q 17' — MS = 7.1.0 1..11.121 1.A el use. i %s x dr a 3f•Lra �+� 2412 - Y`D Es LIS 2 gats ;(33ea( x • vt.",,, c.•kle (IV L t• l.% twit 11 i t i t rtp 11;417-Z. * le"tes21 I I I I I tfro. 2$ to ivy?. cV2'� 04. /'i► tYW 22. • y 3 c.8 structural engineers s e d t t 1 e, W d a 838.I-1000 qc 414 / 1►�ALI ' qtb : s l tMS T - LAT 6314.12' a614 ..,r (1'i•95 '•X3.5') -62.5, tf' • 4- W1 • Ar.4.44 0.6 S 30-4 VA 11445 1.3 de" F1,1 1ss•3 f+acL LC 4.4 .51,„ _ 3.•qt,•,_ r 11.1 :.' cam" LVir . _._-..... . 114* (z i 1.15 x 1.1 P. cash c . tb" 0.c. J J Sv.r ... s - fv. c.9 structural e n g I n e e r s s e a t t l e, w a z06,B=3B,L-1000 N ►.2 %35t. (2) 1.1'5 ), S•5 LVL L9 Sy_ro, . % 8.S2 (t14 % :.' tvnwt6 c.10 FOOTNOTES: I. ALL FRAMING LUMBER IN SHEAR WALLS SHALL BE DF -2 (0R BETTER), (UNO). CONTRACTOR MAY PROPOSE TO USE HF -2 (06 BETTER) WITH ADJUSTMENTS IN NAILING PRESCRIBED BY THE EOR 2. [I -(0.5 -SG)) = SPECIFIC GRAVITY ADJUSTMENT FACTOR 3. 0.42 = SPECIFIC GRAVITY (HF -2) 0.92 = ADJUSTMENT FACTOR FOR HF -2 FRAMING 4. DOUBLE 2X MAY BE SUBSTITUTED FOR 3X WITH ADDED NAILING IF APPROVED BY EOR 5. DOUBLE STUDS SHALL BE NAILED SAME AS PLATE NAILING, (USING 160 NAILS) 6. 3X WALL PLATES PAY NOT BE SUBSTITUTED WITH DOUBLE 2X 7. IOD NAIL PENETRATION INTO FRAMING MEMBERS SHALL 8E 1.5" (MINIMUM) 8. ANCHOR BOLTS SHALL BE 3/4" DIAMETER MEETING ASTM A307 REQUIREMENTS (MINIMUM EMBEDMENT AT 8"). 9. ANCHOR BOLTS SHALL BE SECURED WITH I/4" PLATE WASHERS (.229"x3"x3", MIN) EXTENDED SUCH THAT THE MOUNTED POSITION IS I/2 FROM SHEATHED SW FACE. (TYP) SCHEDULE SCALE: N/A SHEAR WALL SCHEDULE 0 g 4 0 0 APA RATED CAPACITY S [ PLF) o h 0 0 4 0 0 BOTTOM PLATE BOLTING AT FOUNDATION 8'9 o ‚044 ,-r }- < < 4 i7 to to BOTTOM PLATE NAILING b J in d m 2 3 INTERNAL STUD NAILING Z N N N EDGE STUD NAILING Z '0 4 W. NAIL SIZE (UNO) co © co .4 4 4 OO O 0 0 0 o 0 0 SHEATHING 15/32 APA RATED EXTERIOR • 15/32 APA RATED EXTERIOR 15/32 APA RATED EXTERIOR WALL BOTTOM PLATE V x x x N M) M STUD AT PANEL EDGES 4.5 X X X N M M vt 0 :0 :O 0 H N N N DESIGNATION — N K) (a 3 (a N 0 Fe i=1 ¢. t r u c t u r a I engineers s e a 1- t 1 e, w a 208..8e8.1-1000 :'': �t Iv. 1-rve WGPX IXt0 Jo ftfriVier g, oa- fiNa 2x10. M 5 uFvP ft* 61.454tg AT tit D-PrI 1 MOP ,•* mire RATE 2X to .t P4P6: r; N-U.h A,8. a 41401j Wf1Lft to" of R. F-096 ZX(, PLAre. COM- 44—f[ a ,b" MOS c.12 1. r u c t u r a 1 en Q 1 n 0 0 r s e a t t 1 e. w a 0 0,@ e•"/(300 NQ gitititNar zxID ..5v 2x4 .Inec40 4. GDS 4 44eAriNet c.13 R I o structural e n 9 1 n r r r s s r a t t I r. W d 406, 8 aa.Lt000 a a i R 1 O • t r u c t u r a 1 P n g 1 r P e r s b P d t t 1 P. w d 20b,828,1-1 00 a NF 1 f• vet° 151015 4ge ( rr4 Lit9G. Mai Pot Lt tDIt p41"1141- N31614 2X1 4445 Via Zx4 NI}IL. Y 04yGPX (Hi c.15 structural P n p 1 n e e r s s e a t t 1 e, w a 206.848.1-1000 1 p8�:az Ai...ff W A#&UcI1tDQ', elri c.16 a t r u c t u r a 1 p f1 Q 1 t ! P r i S e d t t 1 e. w d 806.888,i-1 000 a c.17 t r u c t u r a l a n p 1 11 a e r 6 S a d t t 1 e, W d 206,86,1-1000 1 a ! ; ..• W ire-, p { I I I i 1 ----- J i ottitrA 67 2ic0 i-- _4 Ii 1 . 1 I 1 _ _______ 1 1 i 1 j - - 4 ML ' T• --------------- W SLt i ila 'Ai ----------- ------ -- --------- .1"C ' + _.4.i , :: Loyig AYEt i I i ! 1 I i ! i i 1 I I ! � i. i i . 1 iI Ic.18 11 I structuralM FR I CI e n g i n e e r s s e a t t I e. W a 208.8213.1-1000 a I 1 1 { 1 J - -- _0 - rte;• . 2% Ai 9140 •- s 1-`S ' 1" 1 1 p ��4 \ i 1 { j I 1 j �I ; 1 1 1 i 1 1t �� j��I7�'�r"IW 1 1 1 1 1 1 i 1 Appendix A Architectural Reference Sheets grid box 30797 Q�seattle 98113 5IPage c.20 u uo Lu IX; o= m91 6� R�Gy X15. Es i 1 I b fi TCS PROJECT TEAM .0 Lij 8 3 a ye1 a b�.x $ g R.1Ss Sipe 0tl 4 $0R €o . t., m J' g Ji os�^SS S '�$ 3'q 0. IEE. i8 Y � 6C'�" d�J3€E. Ei�:5k2 �i���� DRAWING INDEX e 6 . aggo 'EV •3 s E 6 s t NE 2i KEY PLAN / FLOOR PLATE — 1 ":25' +N ..4.11,,.,___ , ,,,. .—I...1: € II c-1 'Tr" nr ird SJ rcz 9 � al,�eo ' M uypw .. Y i.., BUILDING SUMMARY g R g 1 r¢ s., o@' a 8> 8gEE3 4y E m 12q ^$ep $ 4 cps d WI�"xSB"g s°w d�n s'3^fid .. z6� Ptl y � dd �� 6 J �,by�� �yyEY�:� Eg X 38 leg $ 0 IPV, V, € o $ ,1 i d i�gg xal° x $°.` iN, a a;ssaa W1 i n 11 01 ill a= 1 LEGAL DESCRIPTION / PARCEL NO. B"8Y. a q12'§. € "=�g s� asa^k„� <E9='�0�€ dd qqo"t^^R$ X.3'a5 ann s 6s€R d ;:�_ga : ry ss Ric ^o 125P 068"" 1122o4g0 � B' -` ' 3"9'89L a de 9.3 �R�3 �.¢I;c a Iii hit I \ IA q�as IY4. Al 411111 A ■ IIP a 3 a a u•' I I ■ a IP o g s ' : w ii ups ARCH / INTERIOR ABBREVIATIONS Win,5, p g g 6 1 �WYi �gi8.i y"yy:,P,,_ &04F RAB9ON�4 8q i P0 ,p{V;WA1$b PNt IP 5 g}3aa 2Gi I I l Infiga llii gJ qNEQING NB WE pp 3$Vs,`g= ^�> ssa Y! BSM^ Fu'l u�i �i C a R €R � � i € ppII1551 ^ p31I el III II I I�sl lal IIII II II EY'�3iJ agga$ > k�k'drtop.3 nE“g B�d$IN^&EBOg,EgNi,0k �€R � ��'t1W EE�� 2 G .t c . d gage l � 9 O rs q N 8e s° R '2 s 1 }� 4¢' AI g' g @ ° ' 1 gRE pe RR Ayg $i i8g' E3r� ¢3E 1' //Y5Y3 0E2 ih8a6go.-oagigh thrig gh M130112.1 illi I I I I I I I I I I I I t I 1 1 1 1 1 1 I�y I 1 q I I y Ij yy I I I I I @ I V I I I pp I I I I I� I S54 3E8 X63.EEgea��aPN'ag€26.Q2shaeoPERBEe2 L logd22222E8 RAIN STREET MAP .... •.•r.;- DEFINITIONS AND DIMENSIONS Z 3g 3 6 g 8 E. E. 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'A; SNF6 WO SIM 3Si VMS! 33011 dr0f2 33/S2061 MSS AMOS Sal WWI MSS SYS k ci • 8 5 October 31, 2018 City of Tukwila Department of Community Development RANDY MORGAN 1326 FIFTH AVE SUITE 400 SEATTLE, WA 98101 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D18-0324 LEO STELLA EQUIPMENT PAD - 12501 EAST MARGINAL WAY SOUTH Dear RANDY MORGAN, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. I could not find the concrete strength specified. Please clarify. Provide special inspections if required. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PLANNING DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. • 1) Provide landscape plan detailing plants to be removed as part of development and replacement plantings to be installed to mitigate for loss. 2) Clarify whether or not trees are to be removed as part of development. If trees are removed from landscaping area replacement will be required. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Please label the storm drainage structures on "A" Demo Plan on Sheet A.2A.1 and add a CB protection detail. Enlarged Construction Plan "B" shows symbol "7" in two locations, however Keyed Sheet Notes indicate that note "7" is not used. 2) Existing storm drainage MH when raised might need a barrel section due to the 2 -ft maximum neck extension. Verify the depth of the existing concrete neck to determine if a barrel section shall be added per attached City of Tukwila Detail DS -10B. Add Detail DS -10B to your plans. 3) Since Public Works permit is based on percentage of the site work please enter the construction cost excluding the enclosure (paving, erosion control, etc.) on page I of the attached Public Works Bulletin A2. 4) Add applicable Standard Construction Notes to your plan; see attached PW Bulletin B2. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that three (3) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a' Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D18-0324 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 t PERMIT COORD COPD PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0324 DATE: 11/08/18 PROJECT NAME: LEO STELLA — EQUIPMENT PAD SITE ADDRESS: 12501 E MARGINAL WAY S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENT: �a IkW& 11 ' Building Division XIX c, lI--\44 Public Works Fire Prevention Structural L J m„),1, Planning Division If Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 11/13/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Corrections Required (corrections entered in Reviews) ( Loi t -S Notation: DUE DATE: 12/11/18 Denied (ie: Zoning Issues) ifvtaL %VD SACtWe )--1.41 (4 - REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW D Staff Initials: 12/18/2013 PERMIT COORD COPY CI PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0324 DATE: 10/16/18 PROJECT NAME: LEO STELLA EQUIPMENT PAD SITE ADDRESS: 12501 EAST MARGINAL WAY SOUTH Original Plan Submittal Response to Correction Letter # Revision # before Permit issued Revision # after Permit Issued DEPARTMENTS: It 1`6 A'V\ id/A- 0D -3O CCS t012413 Building Division Fire Prevention IA Planning Division J C) cioK. Pub is Works Structural Permit Coordinator M PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 10/18/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 11/15/18 ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg rif/ Fire ❑ Ping PW Staff Initials: 12/18/2013 fl City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL ' Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 11.08.18 Plan Check/Permit Number: D 18-0324 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Leo Stella — Equipment Pad Project Address: 12501 E Marginal Way S Contact Person: Randy Morgan Phone Number: 206 225-5775 RECEIVED CITY OF TUKWILA NOV 08 2018 PERMIT CENTER Summary of Revision: BUILDING DEPARTMENT: #1. The concrete strength is called out on Sheet S.1 Note 2. PLANNING DEPARTMENT: #1. A Landscape Demolition & Construction Plan (New Sheet A.2A.2) have been added to the set. Also refer to added detail K/A.9.2 for the Shrub Planting Detail. #2. No trees are to be removed. Just Shrubs and Ground Cover. Refer to New Sheet A.2A.2. PUBLIC WORKS: #1 Keynote 8 on Sheet A.2A.1 has been changed to note Detail N/A.9.1 for Storm Drain Protection. #2 the neck extension is approximately 6". We have added Detail DS -10B as Detail UA.9.1 and called out the area of requirement on the detail that pertains to this scope of work. #3. We have provide the valuation for Mobilzation, Erosion Prevention, Surface Water on the attached Public Works Bulletin A2. #4. We have added the applicable Standard Construction Notes to our plan per PW Bulletin B2. Refer to Sheet A.2A.2. Sheet Number(s): A.2A.1, A.2A.2, A.9.1, S.1, & S.2. "Cloud" or highlight all areas of revision includin date of revisio r � Received at the City of Tukwila Permit Center by: Entered in TRAKiT on l t C:\Users\bill-r\Desktop\Revision Submittal Form.doc SABEY CONSTRUCTION INC Washington State Department of Labor & industries H cane Espanol Contact Safety & Health Claims & Insurance Page 1 of 2 Search L&I A -Z Index Help My WI Workplace Rights Trades & Licensing SABEY CONSTRUCTION INC Owner or tradesperson Principals SABEY, DAVID ARTHUR, PRESIDENT SEWELL, PATRICIA ANNE, SECRETARY POOLE, LAURENT D, SECRETARY (End: 01/19/2011) HARMON, JAMES N, TREASURER (End: 01/19/2011) Doing business as SABEY CONSTRUCTION INC WA UBI No. 601 532 164 12201 TUKWILA INT'L BLVD 4TH FLOOR SEATTLE, WA 98168-5121 206-281-4200 KING County Business type Corporation Governing persons SABEY CORPORATION DAVID A SABEY; JOHN D SABEY; PATRICIA SEWELL; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. SABEYCI033KM Effective — expiration 05/14/1997— 01/12/2019 Bond HARTFORD FIRE INSURANCE CO Bond account no. 52BSBCQ3983 Received by L&I 12/20/2004 Insurance National Fire Ins of Hartford Policy no. 2094061165 Received by L&I 03/20/2018 Active. Meets current requirements. $12,000.00 Effective date 12/31/2004 Expiration date Until Canceled $1,000,000.00 Effective date 11/01/2016 Expiration date Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601532164&LIC=SABEYCI033KM&SAW= 11/27/2018