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Home My WebLink AboutPermit D15-0246 - HABITAT FOR HUMANITY - TENANT IMPROVEMENTHABITAT FOR HUMANITY - 1185 ANDOVER PARK W D15-0246 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.eov DEVELOPMENT PERMIT Parcel No: 3523049093 Permit Number: D15-0246 Address: 1185 ANDOVER PARK W Issue Date: 12/7/2015 Permit Expires On: 6/4/2016 Project Name: HABITAT FOR HUMANITY - LANDLORD Owner: Name: ICON OWNER POOL 1 WEST LLC Address: 2 N RIVERSIDE STE 2350, CHICAGO, WA, 60606 Contact Person: Name: NIXON GOLLA Address: 1500 WESTLAKE AVE N, SUITE 1, SEATTLE, WA, 98109 Contractor: Name: ALEXEEV CONSTRUCTION Address: PO BOX 731152, PUYALLUP, WA, 98373 License No: ALEXECS934139 Lender: Name: KIDDER MATHEWS Phone: (206) 441-1449 Phone: (253) 230-4788 Expiration Date: 10/29/2017 Address: 631 STRANDER BLVD, SUITE G , TUKWILA, WA, 98188 DESCRIPTION OF WORK: PREPERATION FOR UPCOMING TENANT IMPROVEMENT FOR STORAGE USE IN AN EXISTING INDUSTRIAL BUILDING TO INCLUDE REMOVAL OF EXISTING PARTIAL HEIGHT PARTITIONS AND DOORS, CONSTRUCTION OF NEW PARTITIONS, INSTALLATION OF A NEW HANDRAILTO AN EXISTING STAIR, REMOVAL OF AN EXISTING METAL VEHICLE RAMP, CONSTRUCTION OF A NEW CONCRETE VEHICLE RAMP, RESTRIPING OF EXISTING SPACES IN FRONT OF THE SUITE AND RELOCATION OF HANDICAPPED ACCESSIBLE PARKING STALL. Public Works activities include: EROSION CONTROL, STORM DRAINAGE (CLEANING ALL CB IN THE PARKING LOT). REMOVAL OF IRRIGATION ABOVE GROUND AVB AND CAPPING THE LANDSCAPE IRRIGATION SYSTEM WAS DONE PRIOR TO ISSUANCE OF THIS PERMIT AND INSPECTED BY TUKWILA WATER DEPT. Project Valuation: $58,049.58 Fees Collected: $2,238.91 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: 11113 Occupancy per IBC: S-1 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-4613: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 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: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No ��lPermit Center Authorized Signature: c 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 con ruction or t e p ance of work. I am authorized to sign and obtain this development permit and agree to e s attached to this permit. Signature: n�{� / Date: 07 J Print Name: QQ This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 6: 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. 7: 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. 8: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 9: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: 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. 13: 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). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 15: 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. 16: 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. 17: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 21: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 18: 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) 19: 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) 20: 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) 22: Maintain fire extinguisher coverage throughout. 23: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 24: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 27: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 31: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 29: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 28: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 33: 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) 32: 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) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 35: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 38: 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. 39: Temporary water meter charges include: $6.00 per 100 cf water consumption; $150.00 for a 2-1/2" meter; $75.00 for a 3/4" meter; overhead charge of 17%. NOTE: Rates are subject to change if meter is returned in subsequent year. 40: 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. 41: 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. 42: 'PUBLIC WORKS PERMIT CONDITIONS' 43: 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. 44: 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. 45: 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. 46: No site work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 47: Any material spilled onto any street shall be cleaned up immediately. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0301 CONCRETE SLAB 5200 EROSION MEASURES 1400 FIRE FINAL 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 1600 PUBLIC WORKS FINAL 4000 SI-CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4028 SI-REINF STEEL -WELD 5090 STORM DRAINAGE CITY OF TUKH I Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.Tukwi1aWA.ag,ov Building Per.__. No. Project No. Date Application Accepted: 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.. 352304-9093 Site Address: 1185 Andover Park West Suite Number: 1185 Floor: First Tenant Name: Habitat for Humanity (Landlord's Work) New Tenant: ® .....Yes ❑ ..No PROPERTY OWNER Name: Kidder Mathews Address: 631 Strander Blvd., Suite G City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Nixon Golla Address: 1500 Westlake Ave. North, Suite One City: Seattle State: WA zip: 98109 Phone: (206) 441-1449 Fax: Email: n.golla@marvinstein.com GENERAL CONTRACTOR INFORMATION Company Name: Alexeev Construction Services, LLC Address: PO Box 731152 City: Puyallup State: WA Zip: 98373 Phone: (253) 230-4788 Fax: Contr Reg No.: ALEXECS934P9 Exp Date: 10/29/2015 Tukwila Business License No.: BUS-0994440 r-) ARCHITECT OF RECORD Company Name: Marvin Stein Associates Architect Name: Mark Evans Address: 1500 Westlake Ave. North, Suite One C"T Seattle State: WA Zip: 98109 Phone: (206) 441-1449 Fax: Email: m.evans@marvinstein.com ENGINEER OF RECORD Company Name: KPFF Consulting Engineers Engineer Name: Adam Radke Address: 1601 5th Ave., Suite 1600 City: Seattle State: WA zip: 98101 Phone: (206) 622-5822 Fax: Email: adam.radke@kpf£com LENDERIBOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Landlord funded Address: City: State: Zip: FI:\Applications\Fonns-Applications On Line\201 1 Applications\Permit Application Revised - 8-9-1 I.docr Revised: August 2011 bh Page 1 of BUILDING PERMIT INFORMATIC 206-431-3670 v Valuation of Project (contractor's bid price): $ 55,000 Describe the scope of work (please provide detailed information): Existing Building Valuation: $ Preparation for upcoming tenant improvement for storage use in an existing industrial building to include - removal of existing partial height partitions and doors; construction of new partitions; installation of a new handrail to an existing stair, removal of an existing metal vehicle ramp; construction of a new concrete vehicle ramp; re -striping of existing spaces in front of the suite and relocation of handicapped accessible parking stall. Will there be new rack storage? ❑..... Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per 113C Type of Occupancy per IBC I' Floor 18,720 100 0 0 III-B S-1 2 ad Floor 3 rd 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 11): 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? El ....... Yes ❑....... No if "yes", explain: FIRE PROTECT LON/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 [E .......No 1f "yes', attach list of materials and storage locations on a separate 8-112" 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. li:\Applications\Forms-Applications On LincU01 I ApplicationsTermit Application Revised - 8-9-1 I.docx Revised: August 2011 Page 2 of 4 Ith PUBLIC WORKS PERMIT INFOI 1TION — 206-433-0179 f 1 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 ❑ .. Highline El.. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑... Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided 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 ADDlication (mark boxes which ao ❑ ...Civil Plans (Maximum Paper Size — 22" x 34" ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless — (SAO) ❑... Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank El.. 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 ❑ WO# WO# WO# Private ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ... Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Water Meter RefundBilline: Mailing Day Telephone: City Day Telephone: City State Zip State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 I.docc Revised: August 2011 Page 3 of 4 bh 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. OR AUTHQ1 ZEID AGENT: Print Name: Nixon Golk Mailing Address: 1500 Westlake Ave. N., Suite One Date: 09/23/2015 Day Telephone: (206) 441-1449 Seattle WA 98109 City State Zip hl:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 9.9.1 I.docs Revised: August 2011 bh Page 4 of 4 J BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW ma v adiust estimated fees PROJECT NAME PERMIT #1b -0i)6 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. 2. APPLICATION BASE FEE Enter total construction cost for each improvement category: Mobilization Erosion revention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume Enter total fill volume cubic yards cubic yards Use the following table to estimate the grading plan review fee. Use the rtr tar of tha avravntinn nnrl fill vnlnmec 250 (1) 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 IT 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $_ (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. DECEIVED CORRECTION CITY OF TUKWILA LTR# OCT 2 3 2015 AAppre 09.25.02 Last Revised 12/17/14 am O bl!3 PERMIT CENTER DESCRIPTIONS• PermitTRAK QUANTITY PAID $1,565.35 D15-0246 Address: 1185 ANDOVER PARK W Apn: 3523049093 $1,565.35 DEVELOPMENT $1,107.25 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $66.50 PERMIT FEE R000.322.100.00.00 0.00 $1,036.25 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 PUBLIC WORKS $402.48 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $76.24 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $76.24 TECHNOLOGY FEE $55.62 TECHNOLOGY FEE TOTAL FEES PAID: 1 R000.322.900.04.00 0.00 $55.62 Date Paid: Monday, December 07, 2015 Paid By: ALEXANDR ALEXEEV Pay Method: CREDIT CARD 007113 Printed: Monday, December 07, 2015 10:15 AM 1 of 1 �!rp SY57EM5 Date Paid: Friday, September 25, 2015 Paid By: MARVIN STEIN & ASSOCIATES Pay Method: CHECK 29543 Printed: Friday, September 25, 2015 7:36 AM 1 of 1 SYSTEMS INSPECTION RECORD q,6 Retain a copy with permit INS rCTION NO. PERMITNO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Pc 'ect� k �� ( Type o�,1� sp�ction: f cq Special Instructions: t zkr � b art✓ Hate Wanted: % a.m. p.m. Requ s er: Phone No: 2-5-3 7S (Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Gall to schedule reinspection. INSPECTION RECORD Retain a copy with permit INS !0N N0. PERMIT NO. CITY OF TUICWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: � AAA Type of pecji n: r Address, D e Called: Special Instructions: Date Wanted: a.. . p.m. Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. iINSPECTION RECORD — c Retain a copy with perm0 ;z it 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. ype of I pectin Addre�5' � D t Called: . Special Instructions: Date Wanted: , a: % p.nn. Requester: Phone No: '2-,T3 UIA-p-p'roved per applicable codes. EJ Corrections required prior to approval. COMMENTS: Inspector: Date: ¢ —7 /4 I REINSPECTION FEE REQUIRED. Prior to next inspection fee must b9 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. v � 1 INSPECTION RECORD Retain a copy with permit IN. ION 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 ProiMA14 f O Ty e of Inspe ti �� d // Address: DaA Called: Special Instructions: Date Wanted. .m. Requester: Phone No: gxpproved per applicable codes. 1-1 Corrections required prior to approval. LJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. v�- C INSPECTION RECORD Retain a copy with permit i✓/.J 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: dY u T'pe of Inspection: -X4`� Address: / gn� pte Called: �j Special Instructions!' Date Wanted: P. Requester: Phone No: Eg"Approved per applicable codes. ElCorrectionsrequired prior to approval. u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. / INSPECTION RECORD h/5 - O a y b Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �} / )A (� i Type of Inspection:/ .1 . /,( . r C Address: 035 Contact Person: Suite #: Special Instructions: Phone No.: P] Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 0,4 a Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ;61 A/Lj < ' I Date: l %ZUHrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Lsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 rILE Vehicle Ramp at Southcenter West Business Park - Bldg A Tukwila, WA Prepared for: Marvin Stein Associates Structural Calculations CALCULATIONS INCLUDED: These calculations are for the retaining walls along sides of the new vehicle ramp. REVISION -NO.- 04�o Wq A�r 1887 �4ONA 1q:y 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 KPFF Project No. 115389.10 Date: 11 /05/15 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 2 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 0 5 2015 PERMIT CENTER. 1) IS*-- d z y b 314 1 z project � E Ft I G LE �aA}, b sheet no. =#Consulting Y Engineers location date off% 23 I$' 1601 5th Avenue, Suite 1600 i job no. Seattle, WA 98101 client (206) 622-5822 Fax (206) 622-8130 RETAINING WALL DESIW� ASSut�E� SotL PA,RAMETt=CzS SOU- SeAett (> p2ESSuRE - ! SOo 'PSS= L. ATE12AL ?)EAstt11� t So PSF LATE -AL- 2E5157ANCE Ta SLIO NG RETA.iIiwe, WAS 'P?ze5Su'C'E = 35 PcF + ?0 Psf To q ec &v i FOR VCHICLE 2 So PSF L,!*-MITY PR ES5URE W ALL' lbSSIOJ HE.t6H-r'S • 1. - JG " V AC KFI LL AiMaJ E V TG 14 = Z = �p • SAY DE.SlGI\J WALL REIGN r W/ ez)" LeErs To A C Gc�u�fi' Fad. : - REDUCED SotL Pt2ESSu�E Fizol►.t DEGREAStNC, wALL HEIGHT Vt<xtCLE "LATEIZkL" PRESSuP--E IT GoNNSERVATWELY ASStGIJED _Q KE 6otJTtt�junu$ ��iEIJ THouGH LOAD wtLL OCc.uR. tN Cc" tA'rE:tivAAL5 MAX Adam Radke Temporary License 123 Easy Street AnyTown, USA 00000 (000)000-0000 Detail � 8 in � I m ro 0 t � I co Cq i CV ^'ont m lift r 0.5 : 1.67 It 2.84 It Check Summary Ratio Check Provided -- Stability Checks --- v/ 0.249 Overturning 6.02 v/ 0.984 Sliding 1.52 v/ 0.440 Bearing Pressure 1500 psf v/ 0.222 Bearing Eccentricity 1.26 in - Toe Checks -- ,/0.000 Shear 5.43 Wit v/ 0.016 Moment 4.41 ft Wft '/ 0.111 Min Strain 0.0360 ,/0.000 Min Steel 0.01 in2 f 0.923 Development 6.5 in f 0.889 S&T Max Spacing 16 in ,/ 0.720 S&T Min Rho 0.0025 - Heel Checks - ./ 0.227 Shear 6.24 Wft ,/ 0.059 Moment 5.06 ft k/ft v/ 0.096 Min Strain 0.0418 '/ 0.000 Min Steel 0.01 in2 ,/ 1.000 Development 12 in V/ 0.889 S&T Max Spacing 16 in f 0.720 S&T Min Rho 0.0025 -- Stem Checks -- ,/ 0.960 Horz Bar Rho 0.0021 v/ 0.667 Horz Bar Spacing 12 in v/ 0.073 Moment 4.07 It. k/ft ,/ 0.067 Shear 5.03 Wft v 0.121 Max Steel 0.0331 v/ 0.000 Min Steel 0.01 in2ln v/ 0.857 Base Development 7 in 2.5-ft Wall 2.5-ft Ret Wall Concrete fc = 2000 psi Rebar Fy = 60000 psi - Unit Weight = 150 Ib/ft3 #4 @ 12 in (S&T) #4@16in o Heel Bars: #4 @ 16 in Toe Bars: #4 @ 16 in ► Footing S/T Bars: #4 @ 16 in Required Combination 1.50 Unfactored 1.50 Unfactored 659.9 psf Unfactored 5.67 in Unfactored 0 Wft 0.07 ft k/ft 0.0040 0 in2 6 in 18 in 0.0018 1.42 Wft 0.3 ft k/ft 0.0040 0 in2 12 in 18 in 0.0018 0.0020 18 in 0.3 ft k/ft 0.34 Wft 0.0040 0 in2fin 6 in 1.213+1.6H+1.61- 1.2D+1.6H+1.61- 1.213 + 1.6H + 1.61- 1.2D+1.6H+1.6L 1.2D + 1.6H + 1.61- 1.2D+1.6H+1.6L 1.2D + 1.6H + 1.61- 1.2D + 1.6H + 1.61- 1.2D + 1.6H + 1.61- 1.2D + 1.6H + 1.6L 1.2D + 1.6H + 1.6L 1.2D + 1.6H + 1.6L 1.2D + 1.611 + 1.6L 1.2D + 1.6H + 1.6L 1.2D+1.6H+1.61- 1.2D+1.6H+1.6L 1.2D+1.6H+1.61- 1.2D + 1.6H + 1.61- 1.2D+1.6H+1.6L 1.2D+1.6H+1.61- 1.2D + 1.6H + 1.61- Criteria Building Code Concrete Load Combs Masonry Load Combs Stability Load Comb Restrained Against Sliding Neglect Bearing At Heel Use Vert. Comp. for OT Use Vert. Comp. for Sliding Use Vert. Comp. for Bearing Use Surcharge for Sliding & OT Use Surcharge for Bearing Neglect Soil Over Toe Neglect Backfill Wt. for Coulomb Factor Soil Weight As Dead Use Passive Force for OT Assume Pressure To Top Extend Backfill Pressure To Key Bottom Required F.S. for OT Required F.S. for Sliding Has Different Safety Factors for Seismic Allowable Bearing Pressure Req'd Bearing Location Wall Friction Angle Friction Coefficent Job # 115389.10 140 cmpo> GE cr-j DEStGrJ Fa6NA t8G Zolz 'ry? IBC 2006 IBC 2003/06 (Str) MSJC 02/05 (ASD) Unfactored No Yes No No Yes Yes Yes No No Yes Yes Yes No 1.50 1.50 No 1500 psf Middle third 25° 0.25 QuickRWall 2.0 (iesweb.corn) G:\2015-projects\115389...\Ret Walls, No Keys, Final.rwd Page 1 of 2 Wednesday 09/23/15 12:40 PM Adam Radke 2.5-ft Wall Job # 115389.10 Temporary License 2.5-ft Ret wall 123 Easy Street AnyTown, USA 00000 (000)000-0000 Loads Loading Options/Assumptions 4 Passive pressure neglects top 0.5 ft of soil. 250 psf 4- z Y= 125lb/ft3 7 x YEFP = 35 lb/ft3 cocli z N (h 00 I L �.. y=120 ib/ft3 YEFP = 150 Ib/ft3 Load Combinations IBC 2003/06 (Str) 1.21D+1.6H+1.61- 1.21D + 0.51- 0.9D + 1.6H 1.413 1.2D QuickRWall 2.0 (iesweb.com) G:\2015—projects\115389...\Ret Walls, No Keys, Final.rwd Page 2 of 2 Wednesday 09/23/15 12:40 PM Adam Radke 3.5-ft Wall Job # 115389.10 Temporary License 3.5-ft Ret wall 123 Easy Street j AnyTown, USA 00000 (000)000-0000 Desian Detail Concrete f'c = 2000 psi 8 �" Rebar Fy = 60000 psi Unit Weight = 150 Ib/ft3 M CO 1 I. rn #4 @ 12 in (S&T) j Co #4@16in I I t m i 0.5f Bin Heel Bars: #4 @ 16 in 0.5 ft Toe Bars: #4 @ 16 in F ► 1.83ft Footing S/T Bars: #4 @ 16 in 3 ft ► Check Summary Criteria Ratio Check Provided Required Combination -- Stability Checks --- v/ 0.408 Overturning 3.67 1.50 Unfactored Building Code IBC 2006 ,/ 0.989 Sliding 1.52 1.50 Unfactored Concrete Load Combs IBC 2003106 (Str) v/ 0.745 Bearing Pressure 1500 psf 1117 psf Unfactored Masonry Load Combs Stability Load Comb MSJC 02/05 (ASD) Unfactored v/ 0.604 Bearing Eccentricity 3.62 in 5.99 in Unfactored Restrained Against Sliding No - Toe Checks - Neglect Bearing At Heel Yes V 0.000 Shear 5.43 k/ft 0 k/ft 1.2D + 1.6H + 1.61- Use Vert. Comp. for OT No v/ 0.031 Moment 4.41 ft k/ft 0.14 ft k/ft 1.2D + 1.6H + 1.61- Use Vert. Comp. for Sliding No '/ 0.111 Min Strain 0.0360 0.0040 1.2D + 1.6H + 1.61- Use Vert. Comp. for Bearing Yes V/ 0.000 Min Steel 0.01 in2 0 in2 1.2D + 1.6H + 1.61- Use Surcharge for Sliding & OT Yes v/ 0.923 Development 6.5 in 6 in 1.2D + 1.6H + 1.61- Use Surcharge for Bearing Yes ,/ 0.889 S&T Max Spacing 16 in 18 in 1.2D + 1.6H + 1.61- Neglect Soil Over Toe No ,/ 0.720 S&T Min Rho 0.0025 0.0018 1.2D + 1.6H + 1.61- Neglect Backfill Wt. for Coulomb No -- Heel Checks --- Factor Soil Weight As Dead Yes v/ 0.300 Shear 6.24 k/ft 1.87 k/ft 1.2D + 1.6H + 1.61- Use Passive Force for OT Yes ,/ 0.168 Moment 5.08 ft k/ft 0.85 ft k/ft 1.21D + 1.6H + 1.61- Assume Pressure To Top Yes ,/ 0.096 Min Strain 0.0418 0.0040 1.2D + 1.6H + 1.61- Extend Backfill Pressure To Key Bottom No "/ 0.000 Min Steel 0.01 in2 0 W 1.21D + 1.6H + 1.61- Required F.S. for OT 1.50 ,/ 1.000 Development 12 in 12 in 1.20 + 1.6H + 1.61- Required F.S. for Sliding 1.50 ,/ 0.889 S&T Max Spacing 16 in 18 in 1.21D + 1.6H + 1.6L Has Different Safety Factors for Seismic No v/ 0.720 S&T Min Rho 0.0025 0.0018 1.2D + 1.6H + 1.61- Allowable Bearing Pressure 1500 psf - Stem Checks - Req'd Bearing Location Middle third ,/ 0.960 Horz Bar Rho 0.0021 0.0020 1.2D + 1.6H + 1.61 Wall Friction Angle 25' v/ 0.667 Horz Bar Spacing 12 in 18 in 1.21D + 1.6H + 1.61- Friction Coefficent 0.25 v/ 0.209 Moment 4.07 ft k/ft 0.85 ft k/ft 1.2D + 1.6H + 1.61- v/ 0.126 Shear 5.03 k/ft 0.63 k/ft 1.2D + 1.6H + 1.61- v/ 0.121 Max Steel 0.0331 0.0040 1.2D + 1.6H + 1.6L V/ 0.000 Min Steel 0.01 in2fin 0 in2/in 1.21D + 1.6H + 1.61- v/ 0.857 Base Development 7 in 6 in 1.2D + 1.6H + 1.61- QuickRWall 2.0 (iesweb.com) G:\2015_projects\115389...\Ret Walls, No Keys, Final.rwd Page 1 of 2 Wednesday 09/23/15 12:40 PM Adam Radke 3.5-ft Wall Job # 115389.10 Temporary License 3.5-ft Ret wall 123 Easy Street AnyTown, USA 00000 (000)000-0000 Loads Loading Options/Assumptions 4 Passive pressure neglects top 0.5 ft of soil. 250 psf I!Ii r Ii�i�ljl co.. t i »i Y =125 Ib/113 tO YEFP 35 lb/ft3 N m rn 11 ci co Y=120 Ib/ft3 YEFP = 150 Ib/ft3 Load Combinations IBC 2003/06 (Str) 1.21)+1.61-1+1.61- 1.2D + 0.51- 0.9D + 1.61-1 LAD 1.21) QuickRWall 2.0 (iesweb.com) G:\2015_projects\115389...\Ret Walls, No Keys, Final.rwd Page 2 of 2 Wednesday 09/23/15 12:40 PM Adam Radhe 4.5-ft Wall Temporary License 4.5-ft Ret wall 123 Easy Street AnyTown, USA 00000 (000)000-0000 Desian Detail Stem bars assumed developed at top Job # 115389.10 8 in Concrete f c = 2000 psi Rebar Fy = 60000 psi Unit Weight = 150 Ib/ft3 m: I 0.1 I i #4 @ 12 in (S&T) N #4 @ 16 in �. N .. _ � I �Cq TO 0.5 fie in Heel Bars: #4 @ 16 in Toe Bars: #4 @ 16 in 2.67It Footing S/T Bars: #4 @ 16 in N 2 . o OK 3.84 ft ► Check Summary Criteria Ratio Check Provided Required Combination -- Stability Checks ---- Building Code IBC 2006 %/ 0.368 Overturning 4.08 1.50 Unfactored Concrete Load Combs IBC 2003/06 (Str) X 1.057 Sliding . 1.42 1.50 Unfactored Masonry Load Combs MSJC 02/05 (ASD) V 0.857 Bearing Pressure 1500 psf 1286 psf Unfactored Stability Load Comb Unfactored ,/ 0.556 Bearing Eccentricity 4.26 in 7.67 in Unfactored Restrained Against Sliding No -- Toe Checks - Neglect Bearing At Heel Yes 0.000 Shear 5.43 k/ft 0 k/ft 1.2D + 1.6H + 1.61- Use Vert. Comp. for OT No 0.037 Moment 4.41 ft k/ft 0.16 ft k/ft 1.2D + 1.6H + 1.61- Use Vert. Comp. for Sliding Yes V/ 0.111 Min Strain 0.0360 0.0040 1.21) + 1.6H + 1.61- Use Vert. Comp. for Bearing Yes ,/ 0.000 Min Steel 0.01 inz 0 inz 1.21) + 1.6H + 1.61- Use Surcharge for Sliding & OT Yes ./ 0.923 Development 6.5 in 6 in 1.2D + 1.6H + 1.61- Use Surcharge for Bearing Yes �/ 0.889 S&T Max Spacing 16 in 18 in 1.2D + 1.6H + 1.61- Neglect Soil Over Toe No ,./ 0.720 S&T Min Rho 0.0025 0.0018 1.20 + 1.6H + 1.61- Neglect Backfill Wt. for Coulomb No - Heel Checks -- Factor Soil Weight As Dead Yes v/ 0.503 Shear 6.24 k/ft 3.14 k/ft 1.21) + 1.6H + 1.61- Use Passive Force for OT Yes ,/ 0.324 Moment 5.08 ft k/ft 1.65 ft k/ft 1.21) + 1.6H + 1.61- Assume Pressure To Top Yes ,/ 0.096 Min Strain 0.0418 0.0040 1.2D + 1.6H + 1.61- Extend Backfill Pressure To Key Bottom No V 0.000 Min Steel 0.01 in2 0 inz 1.2D + 1.6H + 1.61- Required F.S. for OT 1.50 1/ 1.000 Development • 12 in 12 in 1.20 + 1.6H + 1.61- Required F.S. for Sliding 1.50 '/ 0.889 S&T Max Spacing 16 in 18 in 1.2D + 1.6H + 1.61- Has Different Safety Factors for Seismic No ,/ 0.720 S&T Min Rho 0.0025 0.0018 1.213 + 1.6H + 1.61- Allowable Bearing Pressure 1500 psf ----- Stem Checks -- Req'd Bearing Location Middle third v/ 0.960 Horz Bar Rho 0.0021 0.0020 1.2D + 1.6H + 1.61- Wall Friction Angle 25' v/ 0.667 Horz Bar Spacing 12 in 18 in 1.21) + 1.6H + 1.61- Friction Coefficent 0.25 v/ 0.405 Moment 4.07 ft k/ft 1.65 ft k/ft 1.20 + 1.6H + 1.61- ,/ 0.189 Shear 5.03 k/ft 0.95 k/ft 1.2D + 1.6H + 1.61- v/ 0.121 Max Steel 0.0331 0.0040 1.21) + 1.6H + 1.61- V/ 0.000 Min Steel 0.01 inz/in 0 inz/in 1.20 + 1.6H + 1.61- v/ 0.857 Base Development 7 in 6 in 1.2D + 1.6H + 1.61 QuickRWall 2.0 (iesweb.com) G:\2015-projects\115389...\Ret Walls, No Keys, Final.rwd Page 1 of 2 Wednesday 09/23/15 12:41 PIN Aaam Radize 4.5-ft Wall Job # 115389:10 Temporary License 4.5-ft Ret Wall 123 Easy Street AnyTown, USA 00000 (000)000-0000 Loads 250 psf T i I i.� i Co T �'o y 1251b/ft3 j YEFP = 35,Ib/ft3 x n 1 I M m. i 1 �1 Y =120 Ib/ft3 YEFP = 150 Ib/113 Loading Options/Assumptions Passive pressure neglects top 0.5 ft of soil. Load Combinations IBC 2003/06 (Str) 1.2D+1.61-1+1.61- 1.2D + 0.51- 0.9D + 1.61-1 . 1AD 1.21) a QuickRWall 2.0 (iesweb.com) G:\2015—projects\115389...\Ret Walls, No Keys, Final.rwd Page 2 of 2 Wednesday 09/23/15 12:41 PM Davidson-Macri Sweeping, Inc. ' 12020 SE 32"d ST. Suite#4 Bellevue, WA 98005 Tel: (425)289-1145 / Fax: (425)289 1146 Proposal For Services Proposal Date: October 22, 2015 Proposal Submitted to: Job Site Location: Kidder Mathews Attn: Andrea Hacker, Property Manager Southeenter West 631 Strander Blvd., Suite G 1163-1187 Andover Park West Tukwila, WA 98188 Tukwila, WA Scope of Work to be Performed We propose to furnish all equipment, material and labor to: Clean: 11 Catch Basins 9 Manholes .................. ... .......$2,325 Disposal: ........................... .........$ 460 *$2,325 + Disposal: $460 = ($2,785) + 9.50% WSST: $264.58 = Grand Total: S3,049.58 Additional Specifications * Pricing is guaranteed if all structures are accessible by truck We are licensed by the State & have King County permits to haul waste to approved disposal: sites. * This quote is for a one time only service. This proposal is valid for 30 days. * The above work is guaranteed to be performed in accordance with the drawings and specifications submitted. * All prices are plus fuel surcharge and sales tax if applicable. Payment will be made within 30 days from invoice date. * Overdue accounts will accrue interest of 1.5% per month. Customers will be responsible for all costs of collection including reasonable attorney fees. * The first invoice will be increased for any third party required fee. Acceptance of Proposal The above prices(s) and specification are satisfactory & hereby excepted. You are authorized to schedule the work specified above. Kidder Mathews for Southcenter West By: k-k-V-,--- tW-w Title: rygwt-1 iti.t.rt,tea,f w l/•o^ V\") V"W boo\ W-A-�t-t.t.c- CITY OF TUKWIL Print Name: e.— k+k-.(C-W Date: (0(2-3 tS OCT 2 3 2015 Aoftk �" -rei0a qr!j* v' t T 58 ?'v+.kRAflIT CENTE Please call for a no obligation quote to sweep your parking lots. Street Sweeping. Parking Lot Cleaning. Catch Basin Cleaning. Jet Rodding. Water Trucks CORRECTION 11 ISOM. ID *XJi LTR#__�_, i Fire Systems West, Inc. 206 Frontage Rd, Suite C, Pacific, WA 98047 BACKFLOW PREVENTION ASSEMBLY TEST REPORT ACCOUNT #: NAME OF PREMISE South Center West Business Park Bldg A SERVICE ADDRESS 1179-1191 Andover Park W CUSTOMER PRINTED NAME Eileen Galarza LOCATION OF ASSEMBLY South End Of Bldg In Vault By FDC TYPE OF HAZARD ISOLATED Fire Sprinkler NEW INSTALLATION ❑ EXISTING ® REPLACEMENT ❑ MAKE OF ASSEMBLY Wilkins MODEL 350 AIR GAP INSPECTION: Required minimum air gap separation provided? Yes ❑ No ❑ CITY Tukwilla PHONE (253)893-1154 Commercial X Residential ❑ ZIP 98188 FAX DCVA ❑ RPBA ❑ OTHER ❑ LINE PRESSURE: 140 SERIAL # V 13809 SIZE " 8" PROPER INSTALATION? YES ® NO ❑ DCVA/RPBA DCVA/RPBA RPBA PVBA/SVBA INITIAL TEST CHECK VALVE 41 CHECK VALVE #2 PASSED ® LEAKED ❑ LEAKED ❑ OPENED AT PSID AIR INLET CLOSED TIGHT ® OPENED AT PSID CLOSED TIGHT ® #ICHECK PSID FAILED ❑ 2.7 PSID 4-7 PSID AIRGAP OK? DID NOT OPEN ❑ CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE ❑ ❑ ❑ ❑ ❑ ❑ HELD AT . PSID NEW PARTS AND ❑ ❑ ❑ ❑ ❑ ❑ LEAKED ❑ REPAIRS ❑ ❑ ❑ ❑ ❑ ❑ CLEANED ❑ ❑ ❑ ❑ ❑ ❑ ❑ REPAIRED ❑ TEST AFTER REPAIRS CLOSED TIGHT ❑ CLOSED TIGHT ❑ OPENED AT PSID AIR INLET PSID PASSED ❑ FAILED El PSID PSID #1 CHECK PSID CHECK VALVE PSID Detector Meter Reading: LINE PRESSURE 140 PSI CONFINED SPACE? ® YES ❑ NO REMARKS: TESTER'S SIGNATURE: CERT N. 13-5735 DATE: 10/9/15 TESTER'S NAME PRINTED: Glenn Hines TESTERS PHONE# 253-833-CEIVED REPAIRED BY: LIC.#: DATCITY OF TUKWILA FINAL TEST BY: CERT #: DATE: n C T 2 3 � '5 CUSTOMER'S SIGNATURE: DATE: P CALIBRATION DATE: 1/2015 GAUGE #: 07071816 SERVICE CORRECTION LTR#D 15a- D246 Fire Systems West, Inc. 206 Frontage Rd, Suite C, Pacific, WA 98047 BACKFLOW PREVENTION ASSEMBLY TEST REPORT ACCOUNT #: NAME OF PREMISE South Center West Business Park Bldg A SERVICE ADDRESS 1179-1191 Andover Park W CUSTOMER PRINTED NAME Eileen Galarra LOCATION OF ASSEMBLY NE Corner Of Bldg A TYPE OF HAZARD ISOLATED Irrigation NEW INSTALLATION ❑ EXISTING ® REPLACEMENT ❑ MAKE OF ASSEMBLY Wilkins MODEL 350 AIR GAP INSPECTION: Required minimum air gap separation provided? Yes ❑ No ❑ CITY Tukwilla PHONE (253)893-1154 Commercial X Residential ❑ ZIP 98188 FAX DCVA ❑ RPBA ❑ OTHER ❑ LINE PRESSURE: 135 SERIAL # A058414 SIZE " 1" PROPERINSTALATION? YES® NO ❑ DCVA/RPBA DCVA/RPBA RPBA PVBA/SVBA INITIAL TEST CHECK VALVE #1 CHECK VALVE #2 LEAKED ❑ OPENED AT PSID AIR INLET PASSED ® LEAKED ❑ CLOSED TIGHT ® OPENED AT PSID CLOSED TIGHT ® #1 CHECK PSID FAILED ❑ 1.9 PSID 2.3 PSID AIRGAP OK? DID NOT OPEN ❑ CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE ❑ ❑ ❑ ❑ ❑ ❑ HELD AT PSID NEW PARTS AND ❑ ❑ ❑ ❑ ❑ ❑ LEAKED ❑ REPAIRS © ❑ ❑ ❑ ❑ ❑ CLEANED ❑ ❑ ❑ ❑ ❑ ❑ ❑ REPAIRED [] TEST AFTER REPAIRS CLOSED TIGHT ❑ CLOSED TIGHT ❑ OPENED AT PSID AIR INLET PSID PASSED ❑ FAILED ❑ PSID PSID #i CHECK PSID CHECK VALVE PSID REMARKS: TESTER'S SIGNATURE: TESTER'S NAME PRINTED: Glenn Hines REPAIRED BY: FINAL TEST BY: CUSTOMER'S SIGNATURE: CALIBRATION DATE: M015 Detector Meter Reading: LINE PRESSURE 135 PSI CONFINED SPACE? ❑ YES ® NO CERT #: B-5735 DATE: 1012/15 TESTERS PHONE # 253-833-1248 LIC. #: CERT #: GAUGE #: 07071816 DATE: DATE: DATE: � E..0.E SERVEj. QF S-[R LA ❑ OCT 2 3 21,j PERMIT CENTER Fire Systems West, Inc. 206 Frontage Rd, Suite C. Pacific, WA 98047 BACKFLOW PREVENTION ASSEMBLY TEST REPORT ACCOUNT #: NAME OF PREMISE South Center West Business Paris Bldg A SERVICE ADDRESS 11794191 Andover Park W CUSTOMER PRINTED NAME Eileen Galarza LOCATION OF ASSEMBLY SE Comer Of Bldg A TYPE OF HAZARD ISOLATED Irrigation NEW INSTALLATION ❑ EXISTING ® REPLACEMENT ❑ MAKE OF ASSEMBLY Wilkins MODEL 350 AIR GAP INSPECTION: Required minimum air Rap separation provided? Yes ❑ No ❑ CITY Tukwilla PHONE (253)893-1154 Commercial X Residential ❑ ZIP 98188 FAX DCVA ❑ RPBA ❑ OTHER ❑ LINE PRESSURE: 45 SERIAL # A058383 SIZE " ]" PROPER INSTALATION? YES® NO ❑ DCVA/RPBA DCVA/RPBA RP13A PVBA/SVBA INITIAL TEST CHECK VALVE #1 CHECK VALVE #2 LEAKED Q OPENED AT PSID AIR INLET PASSED ® D CLOSED TIGHT ® OPENED AT PSID CL A3 TIGHT ® #1 CHECK PSID FAILED ❑ 1.6 PSID 1.3 PSID AIRGAP OK? DID NOT OPEN ❑ CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE © ❑ ❑ [] ❑ HELD AT PSID NEW PARTS AND ❑ ❑ ❑ ❑ ❑ ❑ LEAKED ❑ REPAIRS ❑ ❑ ❑ ❑ ❑ CLEANED ❑ ❑ ❑ ❑ ❑ ❑ ❑ REPAIRED ❑ TEST AFTER REPAIRS CLOSED TIGHT ❑ CLOSED TIGHT ❑ OPENED AT PSID AIR INLET PSID PASSED ❑ FAILED ❑ PSID PSID #1 CHECK PSID CHECK VALVE PSID REMARKS: TESTER'S SIGNATURE: TESTER'S NAME PRINTED: Glenn Hines REPAIRED BY: FINAL TEST BY: CUSTOMER'S SIGNATURE: CALIBRATION DATE: M015 Detector Meter Reading: LINE PRESSURE 45 PSI CONFINED SPACE? ❑ YES ® NO CERT#: B-5735 DATE: 101VI5 TESTERS PHONE 253-833-1248 LIC.#: CERT #: GAUGE #: 07071816 DATE: DATE: RECEIVED Uffy OF TUKWILA SERVICE tff yl)? YES Z NO ❑ PERMIT CENTER Fire Systems West, Inc. 206 Frontage Rd, Suite C, Pacific, WA 98047 BACKFLOW PREVENTION ASSEMBLY TEST REPORT ACCOUNT #: NAME OF PREMISE South Center West Business Park Bldg A SERVICE ADDRESS 1179-1191 Andover Park W CUSTOMER PRINTED NAME Eileen Galarza LOCATION OF ASSEMBLY South End Of Bldg hi Vault By FDC TYPE OF HAZARD ISOLATED Fire Sprinkler Meter Bypass NEW INSTALLATION ❑ EXISTING ® REPLACEMENT ❑ MAKE OF ASSEMBLY Wilkins MODEL 950XLT AIR GAP INSPECTION: Required minimum air gap separation provided? Yes ❑ No ❑ CITY Tukwilla PHONE (25303-1154 Commercial X Residential ❑ ZIP 98188 FAX DCVA ❑ RPBA ❑ OTHER ❑ LINE PRESSURE: 140 SERIAL # 2714917 SIZE " '/." PROPER INSTALATION? YES ® NO ❑ DCVA/RPBA DCVA/RPBA RPBA PVBA/SVBA INITIAL TEST CHECK VALVE #1 CHECK VALVE 42 ❑ OPENED AT PSID AIR INLET PASSED ® LEAKED El CLOSED TIGHT ® OPENED AT PSID CLOSED TIGHT CLOSED ® NICHECK PSID FAILED ❑ 2.7 PSID 3.1 PSID _ AIRGAP OK? DID NOT OPEN ❑ CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE ❑ ❑ ❑ ❑ ❑ ❑ HELD AT PSID NEW PARTS AND ❑ ❑ ❑ ❑ ❑ ❑ LEAKED ❑ REPAIRS ❑ ❑ ❑ ❑ ❑ ❑ CLEANED ❑ ❑ ❑ Cl ❑ ❑ ❑ REPAIRED ❑ TEST AFTER REPAIRS CLOSED TIGHT ❑ CLOSED TIGHT ❑ OPENED AT PSID AIR INLET PSID PASSED FAILED ❑ PSID . PSID #I CHECK — PSID CHECK VALVE PSID REMARKS: TESTER'S SIGNATURE: TESTER'S NAME PRINTED: Glenn Hines REPAIRED BY: FINAL TEST BY: CUSTOMER'S SIGNATURE: CALIBRATION DATE: 112015 Detector Meter Reading: LINE PRESSURE 140 PSI CONFINED SPACE? EYES ❑ NO CERT#: B-5735 DATE: 10/9/15 TESTERS PHONE# 253-833-1248 LIC. #: DATE: CERT #: DATE: RECEIVED CITY OF TUKWILA GAUGE #: 07071816 SERVICE ? YES ® NO El 2Qj PERMIT CENTER Fire Systems West, Inc. 206 Frontage Rd, Suite C, Pacific, WA 98047 BACKFLOW PREVENTION ASSEMBLY TEST REPORT ACCOUNT #: NAME OF PREMISE South Center West Business Park Bldg A SERVICE ADDRESS 1179-1191 Andover Park W CUSTOMER PRINTED NAME Eileen Galarza LOCATION OF ASSEMBLY In Hot Box South End Of Bldg By FDC TYPE OF HAZARD ISOLATED Domestic NEW INSTALLATION ❑ EXISTING ® REPLACEMENT ❑ MAKE OF ASSEMBLY Watts MODEL 957 AIR GAP INSPECTION: Required minimum air gap separation provided? Yes ❑ No ❑ Commercial X Residential ❑ CITY Tukwilla ZIP 98188 PHONE (253)893-1154 FAX DCVA ❑ RPBA ❑ OTHER ❑ LINE PRESSURE: 140 SERIAL # HD1371 SIZE " 3" PROPER INSTALATION? YES ® NO ❑ DCVA/RPBA DCVA/RPBA RPBA PVBA/SVGA INITIAL TEST CHECK VALVE #1 CHECK VALVE #2 LEAKED ❑ OPENED AT 11=6 PSID AIR INLET PASSED ❑ LEAKED ❑ CLOSED TIGHT ❑ OPENED AT PSID CLOSED TIGHT ❑ #1 CHECK PSID FAILED ® PSfD PSID AIRGAP OK? DID NOT OPEN ❑ CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE ❑ ❑ ❑ ❑ ❑ © HELD AT PSID NEWS PARTS ❑ ❑ ❑ ❑ ❑ ❑ ❑ LEAKED REPAIRS ❑ ❑ ❑ ❑ ❑ ❑ CLEANED ❑ ❑ ❑ ❑ ❑ ❑ ❑ REPAIRED ❑ TEST AFTER REPAIRS CLOSED TIGHT ® CLOSED TIGHT ® OPENED AT 2_2 PSID AIR.INLET PSID PASSED ® FAILED ❑ 7.7 PSID - Held Tight PSID #1 CHECK 7.7 PSID CHECK VALVE PSID LINE PRESSURE REMARKS: Exercised RIV — Tested Good TESTER'S SIGNATURE: TESTER'S NAME PRINTED: Glenn Hines REPAIRED BY: FINAL TEST BY: CUSTOMER'S SIGNATURE: CALIBRATION DATE: 1/2015 Detector Meter Reading: 140 PSI CONFINED SPACE? ❑ YES ® NO CERT #: B-5735 DATE: 10/2/15 TESTERS PHONE # 253-833-1248 LIC. #: DATE: CERT #: DATE: DATIAECEIVED GAUGE #: 07071816 SEQC°E*ilM) 1 14A]O ❑ OCT 2 3 2015 PERMIT CENTER Fire Systems West, Inc. 206 Frontage Rd, Suite C, Pacific, WA 98047 BACKFLOW PREVENTION ASSEMBLY TEST REPORT ACCOUNT#: NAME OF PREMISE South Center West Business Park Bldg A SERVICE ADDRESS 1179-1191 Andover Park W CUSTOMER PRINTED NAME Eileen Galarza LOCATION OF ASSEMBLY South of Stairs(ate 1181 TYPE OF HAZARD ISOLATED Irrigation NEW INSTALLATION ❑ EXISTING ® REPLACEMENT ❑ MAKE OF ASSEMBLY Febco MODEL 850 AIR GAP INSPECTION: Required minimum air gap separation provided? Yes ❑ No ❑ CITY Tukwilla PHONE (253)893-1154 Commercial X Residential ❑ ZIP 98188 FAX DCVA ❑ RPBA ❑ OTHER ❑ LINE PRESSURE: 55 SERIAL # HB23880 SIZE " .75" PROPER TNSTALATION? YES ® NO ❑ DCVA/RPBA DCVA/RPBA RPBA PVBA/SVBA INITIAL TEST CHECK VALVE #1 CHECK VALVE 92 LEAKED ❑ LEAKED ❑ OPENED AT PSID AIR INLET PASSED ® CLOSED TIGHT ® OPENED AT PSID CLOSED TIGHT ® #I CHECK PSID FAILED ❑ 1.3 PSID 2.5 PSID AiRGAP OK? DID NOT OPEN ❑ CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE ❑ ❑ ❑ ❑ ❑ ❑ HELD AT PSID NEW PARTS AND ❑ ❑ ❑ ❑ ❑ ❑ LEAKED ❑ REPAIRS ❑ ❑ ❑ ❑ ❑ ❑ CLEANED ❑ ❑ ❑ ❑ ❑ ❑ ❑ REPAIRED ❑ TEST AFTER REPAIRS CLOSED TIGHT ❑ CLOSED TIGHT ❑ OPENED AT PSID AIR INLET PSID PASSED ❑ FAILED ❑ PSID PSID #1 CHECK PSID CHECK VALVE PSID Detector Meter Reading: LINE PRESSURE 55PSI CONFINED SPACE? ❑ YES ® NO REMARKS: TESTER'S SIGNATURE: �� CERT#: B-5735 DATE: 10/2/15 TESTER'S NAME PRINTED: Glenn Hines TESTERS PHONE # 253-833-1248 REPAIRED BY: LIC. #: DATE: FINAL TEST BY: CERT #: DATE: R C F 1 V F ri CUSTOMER'S SIGNATURE: Dt TY OF TUKWILA CALIBRATION DATE: 1/2015 GAUGE #: 07071816 SERVICE REGVt!Q.3YM NO ❑ PERMIT CENTER Joanna Spencer From: Kim Slater <kslater@kiddermathews.com> Sent: Friday, October 23, 2015 11:32 AM To: Joanna Spencer Cc: Andrea Hacker; Amy Hybak Subject: RE: 1185 Andover Park West permit #D15-0246 Attachments: FSW- Building A- 10.09.15.pdf; NLS.pdf, Davidson-Macri.pdf Joanna Please see the attached items regarding the public works correction letter dated September 30, 2015. • Fire Systems West- backflow inspection report for Building A • Fire Systems West- domestic water inspection report for Building A • Northwest Landscape Services- assessment and recommendation for 1185 AVB • Davidson-Macri- signed proposal for catch basin servicing of Southcenter West Business Park The fire prevention and domestic water inspections have now been completed. We have approved NLS's recommendation to remove the abandoned AVB and repairs will be completed within two weeks. We have enlisted Davidson-Macri to service the catch basins at the park and service will be completed within three weeks. The final item, sediment control protection during construction, will be addressed by Nixon Golla. This outlines forward motion of all items on the correction letter and it is my understanding that the permit application # D15-0246 can now move forward. Please let me know if you agree. Thank you. Kim R Slater Operations Manager Property Management Services KIDDER MATHEWS 12886 Interurban Ave S, Seattle, WA 98168 T 206.248.6535 1 F 206.248.7330 1 C 206.566.3381 Customer Service 877.445.6782 kslater@kiddermathews.com I kiddermathews.com From: Joanna Spencer jmailto:Joanna.Spencer(cbTukwilaWA.govl Sent: Monday, October 12, 2015 2:53 PM To: Kim Slater Cc: Andrea Hacker Subject: RE: 1185 Andover Park West permit #D15-0246 Kim, You will be receiving a letter from the Permit Center @ 206 431-3655 shortly, since there are other PW comments that need to be addressed. CORRECrIpN LTR#_�_ RECEIVED CITY OF TUKWILA OCT 2 3 2015 PERMIT CENTER After you receive the letter your email needs to addressed all Public Works issues that you want to be covered under a separate Public Works permit, so landlord TI can move forward. r _ Please check if this letter can be emailed to you. Joanna Spencer Development Engineer City of Tukwila Public Works Department ph:(206) 431-2440 fax:(206) 431-3665 Joanna.Spencer@TukwilaWA.gov The City of opportunity, the community of choice. From: Kim Slater[ma iIto: kslaterCaokiddermathews.com] Sent: Monday, October 12, 2015 1:39 PM To: Joanna Spencer Cc: Andrea Hacker Subject: 1185 Andover Park West permit #D15-0246 Johanna I spoke with you this morning concerning the incorrectly installed AVB at 11855 Andover West. I am aware of the problem and I am working with a contractor to assess the situation and have a DCVA installed. This will be permitted under a separate Public Works Type C Permit. I am asking that you allow the Habitat for Humanity TI permit #D15-0246 to continue moving forward. I will have the DCVA installation completed within 60-90 days after being issued the Type C permit. Please let me know if this is an acceptable plan. Kim R Slater Operations Manager Property Management Services KIDDER MATHEWS 12886 Interurban Ave S, Seattle, WA 98168 T 206.248.6535 1 F 206.248.7330 1 C 206.566.3381 Customer Service 877.445.6782 kslater@kiddermathews.com I kiddermathews.com ............................................................................. ............................................................................. ............................................................................. Kim Slater From: Dan Brossard <dan@nlswa.com> Sent: Friday, October 16, 201512:10 PM To: Kim Slater Subject: Southcenter West Attachments: 400 - 54884 Southcenter West-Irrigation-10_16_2015.doc Good afternoon Kim Per my investigation of the AVB at Suite 1185, we find that it supplied an unused section of abandoned irrigation and recommend removal and capping of the AVB assembly and do not recommend installing a backflow assembly for an abandoned section of irrigation. Daniel Brossard, Area Supervisor Landscape Industry Certified E danQn1swa.com C 206 510 6775 T 425 4810919 F 425 485 9601 PO Box 864 1 Woodinville, Washington 98072 www.nlswa.com F CORRECTION o TR#_� b1s., 0,2946 RECEIVED CITY OF.TUKWILA OCT 2 3 2015 PERMIT CENTER City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 13, 2015 NIXON GOLLA 1500 WESTLAKE AVE N, SUITE 1 SEATTLE, WA 98109 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0246 HABITAT FOR HUMANITY - 1185 ANDOVER PARK W Dear NIXON GOLLA, 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: PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. 1) Applicant needs to correct existing backflow deficiencies on fire prevention, domestic water and landscape irrigation lines. Refer to attached September 30, 2015 backflow deficiency letter mailed to Kidder Mathews, property manager. a) Existing 8" fire DDCVA and domestic water 3" RPPA are overdue for mandatory annual testing. b) Landscape Irrigation - each of the water meters serving tenant spaces in Building A has its own irrigation connection. The irrigation connection for 1185 APW has an untestable Air Vacuum Breaker (AVB) for backflow prevention. AVBs are only allowed if they were previously installed correctly and this one is not. AVB must be installed a minimum of 12" above the highest sprinkler and this AVB is below ground in a box next to the water meter. This AVB needs to be removed and a WA State Department of Health approved Double Check Valve Assembly (DCVA) shall be installed. This can be done as a revision to this Tenant Improvement permit or under a separate Public Works Type C permit. 2) Show existing storm drainage CB in the parking lot in front of Space # 1185 which will require sediment control protection during construction. 3) Public Works conducted a storm drainage inspection of your parking lot and has determined that the catch basins have more than 60 % of accumulated sediment inside them. There are eight (8) catch basins in Building A parking lot, which will need to be cleaned. Please add a note on your site plan that all parking lot CBs need to be cleaned and proof of sediment removal/catch basin cleaning shall be submitted to Public Works prior to final permit sign - off. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)431-3655. Sincerely, --Zrw Bill Rambo2 Permit Technician File No. D15-0246 -�a City of Tukwila Jim Haggerton, Mayor Department of Public Works Bob Giberson, P.E., Director September 30, 2015 Kidder Mathews 631 Strander Blvd, Suite G Tukwila, WA 98188 Attn: Andrea Hacker RE: Habitat for Humanity Tenant Improvement 1185 Andover Park West Permit No.: D15-0246 To Whom It May Concern: PERMANENT FILE COPY In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. The program requires elimination or control of any cross -connection between the distribution system and a consumer's water system by the installation of an approved backflow device. The City has determined that the building at the above address has deficiencies on the fire prevention, domestic water and landscape irrigation service lines. a) Fire Prevention Service There is an 8" Detector Double Check Valve Assembly (DDCVA) for Building A located at the south end of the building in a vault that is overdue for testing. b) Domestic Water Habitat for Humanity space is in a warehouse where each tenant space has its own meter, but they have installed a single 3" Reduced Pressure principle assembly (RPPA) on the main feeding all the individual meters. The 3" RPPA, located at the south end of building A, is overdue for testing. The test month is May. c) Landscape Irrigation Each of the water meters serving the tenant spaces in Building A has its own irrigation connection. The irrigation connection for 1185 APW has an untestable Air Vacuum Breaker (AVB) for backflow prevention. Public Works allows AVBs only if they were previously installed correctly and this one is not. AVB must be installed a minimum of 12" above the highest sprinkler and this AVB is below ground in a box next to the water meter. An approved Double Check Valve Assembly (DCVA) shall be installed as a revision to this Tenant Improvement permit or under a separate Public Works Type C Permit. D15 as 02q6 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-433-0179 • Fax: 206-431-3665 Kidder Mathews Page 2 September 30, 2015 The Public Works Director may withhold issuance of the Habitat for Humanity Tenant Improvement permit no. D15-0246 until the Permit Center receives passing backflow test reports and irrigation backflow is installed. If you need assistance in the field to locate these backflows, please contact Mr. Todd Reedy, Water Quality Specialist, at 206 571-6309. Sincerely, C�jPJ Jo nna Spencer V Public Works Development Engineer Joanna.spencer@tukwilawa.gov 206-431-2440 enclosures: PW Bulletins Al and A2 PW Permit Application cc: Mike Cusick, P.E., Public Works Todd Reedy, Water Department Nixon Golla, Applicant D15-0246 file W:/PW Eng/Other/Joanna/L.etter Kidder Mathews 093015.doc From: Todd Reedy Sent: Wednesday, June 24, 2015 10:28 AM To: Joanna Spencer Subject: RE: Future TI @1185 APW Good Morning Joanna, Regarding 11.85 APW: -This is one of those warehouse properties where each tenant space has its own. meter but they have installed a single 3" RPPA on the main feeding all the individual meters. The 3" RPPA, located at the south end of. Building A, is overdue for testing. The test month is May and the last test report we received was completed in June 2013 making it 2 years overdue. -There is an 8" fireline DCDA for Building A, also located at the south end of the building in a vault, that is 3 years overdue for testing. The last report we received was completed in June 2012. -Each of the water meters serving the tenant spaces in Building A has its own irrigation connection. The irrigation connection for 1.185 APW has an untestable AVB for backflow prevention. We only allow therm .if they were previously installed correctly and this one is not. They must be installed a minimum of 1.2" above the highest sprinkler and this AVB is below ground in a box next to the water meter. They need to disconnect the irrigation connection or install an approved backflow preventer. Let me know if you have any questions, Todd From: Joanna Spencer Sent: Tuesday, June 23, 2015 3:36 PM To: Todd Reedy Cc: Joanna Spencer Subject: Future TI @ 1185 APW Good Afternoon Todd, Are their backflows current? Joanna This email is for the use of the intended recipient(s) only. If you have received this email in error, please notify the sender immediately and then delete it. 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PERMIT000RD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0246 DATE: 09/25/15 PROJECT NAME: HABITAT FOR HUMANITY - LANDLORD SITE ADDRESS: 1185 ANDOVER PARK W X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Fire Prevention &anmnghDitoqn Public Works Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 09/29/15 Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/27/15 Approved ❑ Approved with Conditions ❑ Corrections Required 9 Denied El (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1 J L�/► �- Departments issued corrections: Bldg El Fire [IPing ❑ PW Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: llttp:/!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: 11/05/2015 Plan Check/Permit Number: D15-0246 Response to Incomplete Letter # Response to Correct'on�Lpetter # Revision # I Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Building Improvements (a.k.a. Landlord's Preparatory Work for Habitat for Humanity) Project Address: 1185 Andover Park W Contact Person: Nixon Golla Phone Number: (206) 441-1449 Summary of Revision: The following have been revised : 1. On sheet TI-1, water utility systems upgrade notes added per correction letter dated October 13, 2015. 2. On sheet Tl-1, scope of work id revised. Movable metal ramp is not to be removed. 3. On sheet TI-2, new concrete ramp is to be built to a different location. Existing dock leveler is to be removed and associated pit to be filled in. 4. On sheet TI-2, some walls scheduled for demolition are now to remain. Existing opening is to be maintained. Existing door scheduled for removal is now to remain as -is. 5. On sheet TI-3, longitudinal section thru new ramp revised to include filling in of pit. Cross section of filling in of pit added. Detail of partial height partition revised. 6. On sheet S2.0, detail for pit has been added. REGEIVIM MY OF T UKWlLA t"flov :0 5. 2 % PERMIT C.EXMR SheetNumber(s): Sheets TI-1, TI-2, TI-3 and S-2.0 "Cloud" or highlight all areas of revision including date of revisi n Received at the City of Tukwila Permit Center by: Entered in Permits Plus on S H:\Applications\Forms-Applications On Line\2010 Applications\7-2010 - Revision Submittal. doc Revised: May 2011 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: 1 6" Plan Check/Permit Number: Response to Incomplete Letter # Q— Response to Correction Letter # J— F1 Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 1 �� -V—A NSF Project Address: U Contact Person: K%M ii Phone Number: Z00 2-L _(Y�5 35' Summary of Revisioz�ti 6j J U. RE PO W VAL RECEIVED CITY OF TUKWILA OCT 2, 3 2015 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio c Received at the City of Tukwila Permit Center by: ®—Entered in TRAKiT on l () �]) 3`( ALEXEEV CONSTRUCTION SVCQ LLC Page 1 of 2 Washington State Department of Labor & Industries Honi.e.. InicioenE.spaftol Contact Search A-Z Inclex Help My Secure L&I Safety Claims & Insurance Workplace Rights Trades & Licensing ALEXEEV CONSTRUCTION SVCS LLC Owner or tradesperson Principals ALEXEEV, ALEXANDR A, MANAGER ALYEKSYEYEV, OLEKSANDR,PARTNER/MEMBER (End: 10/14/2013) Doing business as ALEXEEV CONSTRUCTION SVCS LLC WA UBI No. 602 767 386 License PO BOX 731152 PUYALLUP, WA98373 253-230-4788 PIERCE County Business type Limited Liability Company Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor. Active. Meets current requirements. License specialties GENERAL License no. ALEXECS934P9 Effective — expiration 10/29/2007-10129/2017 Bond ....._........ CBIC $12,000.00 Bond account no. SF2145 Received by L&I Effective date 10/29/2007 10/22/2007 Expiration date Until Canceled Insurance ............................ Ohio Security Ins Co $1,000,000.00 Policy no. BKS53146520 Received by L&I Effective date 11/03/2015 11/16/2013 Expiration date 11/16/2016 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602767386&LIC=ALEXECS934P9&SAW= 12/7/2015 SCOPE OF WORK: PREPARATION FOR UPCOMING TENANT IMPROVEMENT FOR STORAGE USE IN AN EXISTING INDUSTRIAL BUILDING TO INCLUDE: SUITE 1185 405 • REMOVAL OF EXISTING PARTIAL HEIGHT PARTITIONS AND DOORS. • CONSTRUCTION OF NEW PARTITIONS. 1185 ANDOVER EXIT SOUTHCENTER WEST PARK WEST AREA OF WORK J7 ' 'J T F R L I 1 • CO STRUCT ON OF A NEW CO CRETE VEHICLE RAMP. EXISTING SINGLE STORY j EXISTING DEMISING PARTITION. WAREHOUSE BUILDING / / . RELOCATION OF HANDICAPPED ACCESSIBLE PARKING STALL. / STRANDER BLVD BUSINESS PARK EXISTING NON -REQUIRED EXIT To REMAIN. AREA OF WORK Q NO CHANGE IN BUILDING AREA / SITE ADDRESS: SOUTHCENTER WEST BUSINESS PARK WEST- BUILDING A NO CORE / SHELL WORK / n o > Q 1185 ANDOVER PARK WEST, TUKWILA, WA 98188 BUILDING A NO CHANGE OF USE EXISTING DEMISING PARTITION / o w EXISTING a a o PARCEL NUMBER: 352304-9093 ADJACENT SUITE j WAREHOUSE AREA ADJACENT SUITE ¢ LEGAL DESCRIPTION: I ION. POR OF NW 114 OF NE 1/4 OF SEC 35-23-04 TGW POR OF SW 1/4 OF SE 1/4 OF SEC 26-23-04 - 1185 ANDOVER PARK WEST OCCUPANT LOAD: N.I.C.(NO MEZZANINES N.I.C. n- MINKLER BLVD BEG NE COR OF NW 1/4 OF NE 1/4 OF SEC 35-23-04 TH N 87-44-08 W ALG N LN OF SD SEC 30 PER TABLE 1004.1.2, 500 SF PER OR UPPER FLOORS EXIST / wi FT TO W MGN OF ANDOVER PARK WEST & TPOB TH S 01-51-39 W ALG SD W MGN 681.34 FT TH TUKWILA, WASHINGTON 98188 OCCUPANT FOR WAREHOUSE. rzs, WITHIN THE SUITE) UPLAND DR. N 87-55-02 W 270 FT TH N 01-51-39 E 682.19 FT TH N 01-51-39 E 114.81 FT TH S 87-55-02 E 270 PER TABLE 1015.1, NUMBER OF a ` 5 0 18 FT TO W MGN OF ANDOVER PARK WEST TH S 01-47-29 W ALG SD W MGN 115.66 FT TO TPOB c ~ P,'!!?ATE PEP►MIT EXITS REQUIRED IS TWO (2). POINT WHERE 2 PATHS TO SOUTHCENTER LESS FOR FOR ACCESS RD. t;wr , ©FOR. 18,720 SF @ 1:500 = 38 SEPARATE EXITS ARE / -' MIDLAND DR. IRS • AVAILABLE , WEST ZONING: TUC OCCUPANTS ___ ±35' ±71-5" BUSINESS PARK P ectlarl 2 EXITS PROVIDED REQUIRED, 2 EXITS ' (EXITS SEPARATION) TYPE OF CONSTRUCTION: III-B, SPRINKLERED ❑ ht ctritt BUILDING A OCCUPANCY: S-1 El Piumbin EXIT o T TRILAND DR CI Gas €_ o S 180TH ST NORTH AREA OF WORK: ± 100 SQ. FT. (INTERIOR) AND ± 232 SQ. FT. (EXTERIOR) r y■w OV Cli • COMM PATH F EGRESS - TRAVEL: PER 1014.3, MAX. LENGTH IS EXISTING ILLUMINATED EXIT AREA OF SUITE: 118,720 SQ. FT. 100'-0" FOR SPRINKLERED SIGN, TYP. O P 2 VICINITY MAP NTS AREA OF BUILDING: 196,720 SQ. FT. BUILDING. •° o P p APPLICABLE CODES: 2012 INTERNATIONAL BUILDING CODE IVO CPtBngQS 5118 1 IIS10 P , 2012 INTERNATIONAL FIRE CODE to the scope EXIT ACCESS TRAVEL J ® 2012 INTERNATIONAL PLUMBING CODE of work without prior approval of 2012 INTERNATIONAL MECHANICAL CODE _ Tukwila Building Division. DISTANCE: 2012 NATIONAL ELECTRICAL CODE RCS I E: R-,vicFons will require a now plan submittal 250PER TABLE 1016.2 FOR S-1 MAXIMUM LENGTH ALLOWED ICC/ANSI 117.1- ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES and may include additional plan review fees. X/ OCCUPANCY. AREAS OF WORK I WASHINGTON STATE ENERGY CODE (WSEC), WAC 51-11 MIDLAND_ DR WASHINGTON INDOOR AIR QUALITY CODE CM - _ 8459 - --gip TENANT: HABITAT FOR HUMANITY REWS I'i:Ri•,t EXITS SEPARATION: M; 270 S87055'l 0 6' CONTACT -BUILDING REPRESENTATIVE n► fJatt I GREATER THAN 1/3 LENGTH OF onI BUILDING KIDDER MATHEWS MARK DOSEVA N THE MAX. OVERALL DIAGONAL co' REPRESENTATIVE: 631 STRANDER BLVD, SUITE G, TUKWILA, WA 98188 »^' 1: r tiv, sn►t.crrc v DIMENSION OF THE AREA I of PHONE - 253-893-1154 SERVED PER 1015.2.1 EXISTING P RKI G ; EMAIL - ahacker@kiddermathews.com EXCEPTION 2. r I CONTACT - ANDREA HACKER ---------- --- NG -- - DESIGNER: MARVIN STEIN ASSOCIATES, LLC SUITE F STIN _LANOSCA _ + ' 1500 WESTLAKE AVENUE N, SUITE ONE, SEATTLE, WA 98109 EXISTING SIDEWALK PHONE - 206-441-1449 ' I I EMAIL - k.freiborg@marvinstein.com I CONTACT - KELLY FREIBORG ' STRUCTURAL KPFF CONSULTING ENGINEERS ANDOVER PARK WEST _ I I I 1185 ENGINEER: 1601 5TH AVENUE, SUITE 1600, SEATTLE, WA 98101 j ANDOVER PARK W PHONE - 206-622-5822 STEM SOCIMB EMAIL - adam.radke@kpff.com TUKWILA, WA 98188 CONTACT -ADAM RADKE I I I GENERAL TO BE DETERMINED 1S00 WESTLAKE AVE N SUITE ONE, SEATTLE WA, 98109 (200 441-1449 _- NOR CT TRUE i I' ± 123'-0" CONTRACTOR: TH 1 I W EXITING AND OCCUPANCY LOAD CALCULATION 1/32"=1'4' =! I I DRAWN BY: NG 1 KEY PLAN, I 3 PROJECT INFORMATION, NA M 1 FIRE PREVENTION SERVICE: z QI CHECKED BY: MDE CONTRACTOR TO TEST EXISTING 8" DETECTOR DOUBLE CHECK VALVE ASSEMBLY (DDCVA) FOR BUILDING 'A' LOCATED IN ACT ACOUSTICAL CEILING TILE MAX MAXIMUM - I 1. COMPLY WITH ALL APPLICABLE CODES. A VAULT AT THE SOUTH END OF THE BUILDING. ADJ ADJACENT 1 ADJUSTABLE MECH MECHANICAL M ' JOB NO.: 15054.000 AFF ABOVE FINISH FLOOR MFR MANUFACTURER co W 2. THE GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY THE FIELD CONDITIONS PRIOR TO I ALT ALTERNATE MIN MINIMUM ; ! O I PURCHASING MATERIALS OR COMMENCING THE WORK. ALUM ALUMINUM MISC MISCELLANEOUS I NO. REVISIONS INDICATED THUS 0 DATE BY DOMESTIC WATER: I p 3. REPORT ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS TO MSA BEFORE APPROX APPROXIMATELY MSA MARVIN STEIN ASSOCIATES PROCEEDING WITH THE WORK. REVIEW SET 09 22 15 NG CONTRACTOR TO TEST EXISTING 3"REDUCED PRESSURE PRINCIPLE ASSEMBLY (RPPA) LOCATED AT THE SOUTH END OF @ AT MTD MOUNTED J , z BUILDING'A'. BLDG BUILDING MTL METAL I I QI 4. VERIFY THE BUILDING STANDARDS (B/S) BEFORE PROCEEDING WITH THE WORK. PERMIT SET 09 23 15 NG BLKG BLOCKING MW MICROWAVE OVEN i 5. OBTAIN ALL REQUIRED PERMITS AND APPROVALS BEFORE PROCEEDING WITH THE WORK. A BLDG. DEPT. & CLIENT REVISION 11 05 15 B/S BUILDING STANDARD N NORTH / NEW NG J CAB CABINET NIA NOT APPLICABLE LANDSCAPE IRRIGATION: ; 6. WALLS, PARTITIONS AND CEILINGS SHALL BE INDEPENDENTLY BRACED TO RESIST SEISMIC FORCES. CLR CLEAR/CLEARANCE NIC . NOT IN CONTRACT EACH WATER METER SERVING TENANT SPACES IN BUILDING 'A' HAS ITS OWN IRRIGATION CONNECTION. THE IRRIGATION CLG CEILING NO NUMBER , I I 7. PROVIDE BLOCKING AT ALL WALL MOUNTED ITEMS. CONNECTION FOR SUITE 1185 HAS AN UNTESTABLE AIR VACUUM BREAKER (AVB) FOR BACKFLOW PREVENTION. THE CL CENTERLINE NOM NOMINAL CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS REQUIRES THAT THE AVB BE INSTALLED A MINIMUM OF 12" ABOVE COL COLUMN NTS NOT To SCALE i 8. ALIGN AND SHIM TRANSITIONS BETWEEN OLD AND NEW CONDITIONS. THE HIGHEST SPRINKLER. THE EXISTING SUITE 1185 ABV IS LOCATED BELOW GROUND IN A BOX NEXT TO THE WATER COMM COMMUNICATION OC ON CENTER METER. THIS CONFIGURATION IS NOT ACCEPTABLE AND MUST BE REPLACED UNDER THIS PERMIT OR UNDER A I I 9. LEVEL THE FLOOR. DEVIATIONS OF ± 1/2" WITHIN 10'-0" IS THE ACCEPTABLE LIMIT. SEPARATE PUBLIC WORKS TYPE'C' PERMIT WITH AN APPROVED DOUBLE CHECK VALVE ASSEMBLY (DCVA). COMP COMPOSITION OPNG OPENING _ CONTRACTOR TO COORDINATE WITH BUILDING REPRESENTATIVE. CONST CONSTRUCTION OPP OPPOSITE o I 10. GENERAL CONTRACTOR REVIEW AND STAMP OR MARK REQUIRED SUBMITTALS AND SHOP DRAWINGS PRIOR TO SENDING COPIES TO MSA FOR REVIEW AND COMMENT. CONT CONTINUOUS ORIG ORIGINAL N _I_ _ _ _ 272 N87°55'-02"W ' CPT CARPET PERM PERMANENT +' --------_ _ _____j 30 30 THIS IS NOT A REPRESENTATIVE OF A 11. BUILDING RULES AND REGULATIONS IS MADE PART OF THIS SET OF CONSTRUCTION DOCUMENTS. STORM DRAINAGE: CT CERAMICICONCRETETZLE PL PLATE TRILAND D R rn I LEGAL SURVEY. CONTRACTOR TO FOLLOW REQUIREMENTS IN SAID DOCUMENTS. DIA DIAMETER PLAM PLASTIC LAMINATE THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS INSPECTED AND DETERMINED THAT THE EXISTING EIGHT (8) DIM DIMENSION PLYWD PLYWOOD 12. DO NOT SCALE DRAWINGS. CATCH BASINS IN BUILDING'A' PARKING LOT HAVE MORE THAN 60% OF ACCUMULATED SEDIMENT INSIDE THEM. DR DOOR PR PAIR CONTRACTOR TO CLEAN ALL CATCH BASINS IN PARKING LOT AND PROVIDE PROOF OF SEDIMENT REMOVAL/CATCH BASIN DW DISHWASHER PTN PARTITION 13. THE GENERAL CONTRACTOR SHALL COORDINATE THE ACTIVITIES OF ALL SUBCONTRACTORS, DELIVERY AND CLEANING TO THE DEPARTMENT PUBLIC WORKS. DWG DRAWING R RADIUS / REMOVE / RELOCATE THE STAGING OF MATERIALS. E EXISTING / EAST RB RUBBER BASE NORTH EA EACH REF REFRIGERATOR ELEC ELECTRIC REFUD REFLECTED ELEC'L ELECTRICAL REINF REINFORCING 4 WATER UTILITY SYSTEMS UPGRADE NOTES NA ELEV ELEVATION (VIEW) REQ'D REQUIRED 5 SITE PLAN 16 GENERAL NOTES NA "'-0" =100 EXIST EXISTING REV REVISION / REVERSE EXT EXTERIOR RM ROOM FIN FINISH RO ROUGH OPENING 1. MECHANICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS AND CONSTRUCTION ARE BY OTHERS, UNDER TENANT: SEPARATE PERMITS BY DESIGN/BUILD CCNTRACTORS - DEFERRED SUBMITTALS. FLR FLOOR s sourH TI-1 COVER SHEET RECEIVED FLUOR FLUORESCENT SCHED SCHEDULE 2. REBALANCE THE HVAC SYSTEM AND PROVIDE WRITTEN REPORT TO OWNER AND MSA. CITY OF TUKWILA FMC FLOOR MATERIAL CHANGE Sc SOLID CORE 3. CLEAN ALL DIFFUSERS & GRILLES. TI-2 DEMOLITION AND CONSTRUCTION PLAN NOV 0 5 2015 FR FIRE RATED SECT SECTION FT FEET SIM SIMILAR 4. VERIFY LOCATION OF THERMOSTATS WITH OWNER AND MSA PRIOR TO FINAL INSTALLATION. FURN FURNISH / FURNISHINGS SPEC SPECIFICATION TI-3 SECTIONS AND DETAILS BUILDING IMPROVEMENTS GA GAUGE SQ SQUARE 5. CONTRACTOR SHALL PROVIDE BARRIERS OR SYSTEMS TO CONTAIN DUST, DIRT OR DEBRIS TO MINIMIZE PERMIT CENTER GALV GALVANIZED STD STANDARD INCONVENIENCE TO OTHER TENANTS WITHIN THE BUILDING. S1.0 STRUCTURAL NOTES, STRUCTURAL SITE PLAN AND DRAWING LIST GD GARBAGE DISPOSAL STL STEEL 6. CONSTRUCTION OPERATIONS SHALL NOTOBSTRUCT HALLWAYS, CORRIDORS, STAIRWAYS OR MEANS OF EGRESS GL GLASS / GLAZING STOR STORAGE FOR THE TENANTS OF THE BUILDING. S2.0 PARTI ff&a6WONS AND DETAILS -N-0 TEL HC HOLLOW CORE TEL TELEPHONE GWB GYPSUM WALL BOARD SUSPENDED 7. DO NOT DISRUPT HVAC, PLUMBING, ELECTRICAL OR FIRE PROTECTION SYSTEMS WITHOUT PRIOR AUTHORIZATION REVISION.A. Permit HDW HARDWARE TSG TEMPERED SAFETY GLASS FROM OWNER. HM HOLLOW METAL TYP TYPICAL 8. THE CONSTRUCTION SITE SHALL BE LEFTCLEAN & ORDERLY AT THE END OF EACH WORKDAY. ( L RECEIVED SHEET TITLE: HT HEIGHT LINO UNLESS NOTED OTHERWISE NOV 12 20 5 HVAC HEATING, VENTILATING, VCT VINYL COMPOSITION TILE 9. NO ONE WILL OCCUPY THE AREA OF WORC OTHER THAN AUTHORIZED CONSTRUCTION PERSONNEL. PIStr"3 781NBV1eppro ral is subjectto errors and orniasit ns. AIR CONDITIONING VERT VERTICAL 10. THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION BARRIERS TO INHIBIT ACCESS BY Approval of construction documents does not authorize ILA c IN INCH W WEST NON -AUTHORIZED PERSONNEL & AS REQUIRED BY O.S.H.A. STANDARDS TO PREVENT INJURIES OR ACCIDENTS. th3 violation of any adopted code ordinance. PU13LA WORKS 0 INCL INCLUDE W/ WITH 11. N.F.P.A. / I.F.C. APPROVED FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75 FEET FROM ANY POINT ALONG THE of roved field Co RCc lpt I J INSUL INSULATION W/0 WITHOUT PATH OF TENANT EGRESS OR AS REQUIRED BY THE LOCAL FIRE MARSHAL. p ► t S IS aC1zn01,Mlodged. COVER SHEET L- Jill'' LL INT INTERIOR WC WALLCOVERING JT JOINT WD WOOD 12. THE SPACE AROUND PIPES DUCTS ETC. PENETRATING FIRE RESISTANT CONSTRUCTION SHALL NOT EXCEED'/z" & By: REWEVED FOR, S - SHALL BE PACKED SOLID WITH APPROVED FIRE SAFING MATERIAL & SEALED WITH METAL ESCUTCHEONS EACH SIDE t- ! F COMPLIANCE LL@TE BY LANDLORD AT TENANT AS REQUIRED BY CODE. Date: •"' ' EXPENSE °§' ` APPROVED LF LINEAL FOOT 13. MAINTAIN INTEGRITY OF RATED ASSEMBLIES AND REPAIR ANY DAMAGE TO SPRAY APPLIED FIRE PROOFING. City of TUiia DEC 0 2 2015 BUILDING DIVISION'- I I' L X T' w REPRODUCTION, ALTERATION OR PUBLICATION OF THIS MECHANICAL,1 PLUMBING, FIRE PROTECTION E CT I 0 N WITHOUT EXPRESSED PERMISSION BY MSA, IS A T UILDING DIVISION VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY 7 NOT USED NA 8 ABBREVIATIONS NA 9 AND LIFE SAFETY NOTES NA 10 SHEET INDEX NA MSA 2015. OF 5 V FIRST FLOOR PLAN DEMOLITION / CONSTRUCTION LEGEND EXISTING BUILDING CORE. • EXISTING DEMISING PARTITION. EXISTING CONSTRUCTION TO REMAIN. EXISTING DOOR TO REMAIN. RE -USE EXISTING 8" WIDE FULL HEIGHT STUDS IF POSSIBLE. EXISTING DOOR TO BE REMOVED. NEW PARTITION. SEE DETAIL 3/TI-3. QFE LOCATION OF EXISTING FIRE EXTINGUISHER. F ALIGN. ALIGN ALIGN. DEMOLITION NOTES 1. A CLEAR PATH OF EGRESS TRAVEL SHALL REMAIN OPEN AT ALL TIMES DURING DEMOLITION. 2. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER, WATER, OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH ALL GOVERNING AGENCIES AND THE BUILDING MANAGEMENT. 3. ALL DEBRIS SHALL BE REMOVED FROM THE CONSTRUCTION SITE DAILY. 4. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT RULES AND REGULATIONS WITH MINIMAL DISTURBANCE TO OTHER TENANTS. 5. THE CONTRACTOR SHALL PROVIDE DUST BARRIERS FOR PROTECTION OF EXISTING ADJACENT AREAS. ALL HVAC SYSTEMS ARE TO BE PROTECTED DURING DEMOLITION. 6. THE CONTRACTOR SHALL NOTIFY THE OWNER AND MSA OF ANY DEMOLITION WORK THAT IMPACTS THE STRUCTURAL INTEGRITY OF THE BUILDING. 7. THE GENERAL CONTRACTOR SHALL IMMEDIATELY REPORT ALL ACCIDENTS, ERRORS OR DEFECTS TO THE BUILDING MANAGEMENT. CONSTRUCTION NOTES 1. EXISTING LIGHTING LAYOUT DOES NOT CHANGE. 2. MAINTAIN A CLEAR PATH OF TRAVEL AT ALL TIMES DURING CONSTRUCTION. 3. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER, WATER, OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH ALL GOVERNING AGENCIES & THE BUILDING OWNER / MANAGEMENT AND TENANT. 4. PROVIDE FIBER GLASS REINFORCED WATER RESISTANT GYPSUM BOARD IN AREAS SUSCEPTIBLE TO MOISTURE. 5. DIMENSIONS ARE FINISH SURFACE TO FINISH SURFACE, U.N.O. 6. REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO MSA. DEMOLITION / CONSTRUCTION KEYNOTES 0 NO WORK THIS AREA. JEXISTING ELECTRICAL PANELS AND EQUIPMENT TO REMAIN. O EXISTING FIRE DEPARTMENT CONNECTION TO REMAIN. O EXISTING BOLLARD(S) TO REMAIN. O EXISTING LANDING AND STAIR TO REMAIN. 6*EXISTINGHAIR RAMP TO REMAIN. 1 77 OPENING. 810' IDE CONCRETE RAMP WITH ASPHALT PAVING. SEE TI-3 FOR SECTIONS AND STRUCTURAL DRAWINGS (RAMP RELOCATED FROM SOUTH BAY TO MIDDLE LOADING BAY). 9O PROVIDE NEW GUARDRAILS PER SECTIONS 1 AND 2 ON SHEET TI-3. 10 RE -STRIPE PARKING SPACES ADJACENT TO THE BUILDING. 11 RELOCATE HANDICAP PARKING STALL AS SHOWN. STRIPE THE NEW STALL AND ACCESS AISLE. PROVIDE AND INSTALL A WHEEL STOP AND HANDICAPPED PARKING SIGN. 12 INSTALL NEW HANDRAIL AND GUARDRAIL AT SOUTH SIDE OF EXISTING STAIR. HANDRAIL AND GUARDRAIL AT NORTH SIDE TO REMAIN. SEE SECTION 4/TI-3. 13 EXISTING NONCOMPLIANT HANDRAIL/GUARDRAIL SYSTEM TO REMAIN. 14 REMOVE EXISTING DOCK LEVELER AND BUMP GUARD AT EACH SIDE OF EXISTING OVERHEAD DOOR OPENING. FILL IN EXISTING AINSULATION DOCK LEVELER PIT WITH NEW SLAB ON BUILT-UP RIGID PER STRUCTURAL DETAIL SHEET S2.0. RECEIVE} CITY OF TUKWILA NOV 0 5 2015 SOUTHCENTER WEST I owl wg' I ■ 1185 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 DEC 0 2 2015 City Of Tukwila BUILDING DIVISION 8459 flwmmmmmmmmmmmmm RVOIS ITRI?U MARK DOUGLAS EVANS S1 A'1E OF WASI IINGI N' 1Y LC1RYit V STEIN ASS L4LL GJ 1500 WESTLAKE AVE N. SUITE ONE. SEATTLE WA. 98109 (206) 441-1449 DRAWN BY: NG I I CHECKED BY: MDE I JOB NO.: 15054.000 I NO. REVISIONS INDICATED THUS (\\ DATE BY REVIEW SET 09 22 15 NG PERMIT SET 09 23 15 NG BLDG. DEPT. & CLIENT REVISION 11 /05/15 NG TENANT: BUILDING IMPROVEMENTS SHEET TITLE: DEMOLITION AND CONSTRUCTION REPRODUCTION, ALTERATION OR PUBLICATION OF THIS PERMIT CENTER DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MSA 2015. OF 5 all Q a. V) cn w z v m 1— W c LiJ h- 7 w u I-- 0 8" STEEL DEEP LEG DEFLECTION TRACK. ANCHOR TO STRUCTURE WITH HILTI (OR XU15) SOUTHCEN T E R WEST KNURLED UNIVERSAL KNURLED SHANK i 25'-0" A.F.F. i % POWDER DRIVEN FASTENER WITH EXISTING STRUCTUREOV ABE. MIN. 1' EMBEDMENT @ 16" O.C. pp pp (FOLLOW MANUFACTURER'S BUSINESS PARK EXISTING STRUCTURE ABOVE. 0 U INSTRUCTIONS). ALTERNATE FOR WOOD: BRACING BEYOND. BRACE PARTIAL USE (2) #10 SCREWS AT 16" O.C. HEIGHT PARTITION TO STRUCTURE BUILDI'L N'G A WITH DOUBLE 8" STEEL STUDS @ HOLD GYP. FASTENERS BACK 2-1/2" 8'-0" O.C. MAX. FROM EDGE. 1185 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 t 16'-0" A.F.F. TOP OF GWB. VA 5/8" FIRE RETARDANT TREATED +13'-5" PLYWOOD BLOCKING AT WALL (EXISTING +1 (EXISTING OVERHEAD DOOR HUNG ITEMS (WHERE APPLICABLE - OVERHEAD DOOR OPENING HEIGHT) REFER TO DRAWING PLANS). ATTACH TO OPENING HEIGHT) 8 STEEL SILL TRACK. AT STRUCTURE WITH HILTI TAX-U 20"WIDE SHEET METAL AT +40" ALTERNATE FOR BLOCKING: XU15) UNIVERSAL KNURLED SHANK FROM FLOOR TO BOTTOM (IN LIEU \ / POWER DRIVEN FASTENER WITH OF WOOD BLOCKING) 1 NEW RAMP WITH 4" MIN. 1- EMBEDMENT @ 16" O.C. 5/8" GWB, TYPE'X' EACH SIDE ASPHALT PAVING TO BE (FOLLOW MANUFACTURER'S NEW CONCRETE SLAB DESIGNED/BUILT BY INSTRUCTIONS). BASE, AS SCHEDULED. c AND WALL CONTRACTOR. (BOTH SIDES OF PARTITION.) 845 REGIS I: BUILT-UP 12" 12" FLOORING AS SCHEDULED ,tit f:c i RIGID FOAM t 72" 4" t 46" NEW 46"HIGH METAL OVERHEAD DOOR OPENING (BOTH SIDES OF PARTITION) EXISTING STRUCTURE (BELOW} tom - INSULATION CORNER GUARD, TYP. MARK IOUGLAS EVANS NEW 2" DIAMETER METAL / sr, rE; OF wnsnincirc ! GUARD RAIL DOWELS PER I NEW 2" DIAMETER METAL STRUCTURAL, HANDRAIL, TYP. TYR NEW RAMP WITH ASPHALT \ PAVING NOTE: NEW 10" HIGH CONCRETE EXISTING CURB, TYP. BOTH SIDES. CONCRETE NEW RAMP IS NOT A SEE STRUCTURAL FLOOR SLAB 5 2 NEW 10"HIGH CONCRETE COMPONENT OF THE DRAWINGS. 8" STEEL STUD 800S125-43 OR +3-5 TI-3 o TI-3 CURB SUITE'S EGRESS SYSTEM. +3-5 SIMILAR) AT 16" O.C. WITH 5/8" TYPE (EXISTING ; ' . t % ;. '.,+! (EXISTING LOADING DOCK 'X' GWB EACH SIDE T016'-0" AFF. LOADING 11= R .7.7- - - - - HEIGHT) DOCK 111I 11 O.C. TO STRUCTURE ABOVE. B'-0" -- - - %; HEIGHT) Tr )T III II—i_i—i n i .n 1=1 I I I —I I —i NOTES: 01. USE SAME GAUGE AS STUDS SUN L1L V J 0,-0" I I I 1=i I DWI I„I I 1-1I I— I I IF I it 11-1 .0 (GROUND — —u n i i fi " — (GROUND LEVEL) 2FOR TRACKS USE SSMA TECHN CAL GUIDES. 1300 WE5TLAKE AVE N, SUITE ONE SfiATTLE WA 98 D CHANNEL. LEVEL) EXISTING DOCK PER STRUCTURAL, TYP. 120" (10'-0") l09 (206) 441-1449 LEVELER PIT 348" (29'-0") RAMP UP (SLOPE =11.8 %) 1 LONGITUDINAL SECTION - VEHICLE RAMP 3/8„=1'-0" 2 CROSS SECTION - VEHICLE RAMP 3/811=19-011 3 DETAIL - PARTIAL HEIGHT PARTITION m/211=1 DRAWN BY: NG CHECKED BY. MDE 4" MAX. DIAMETER SPHERE Joe No.: 15054.000 NEW 2" DIAMETER METAL LINE OF EXISTING WALL 1 t 84" GUARD RAIL t 119 314" BEYOND. NEW CONCRETE SLAB DOWELS PER N0. REVISIONS INDICATED THUS DATE BY STRUCTURAL REVIEW SET 09 22 15 NG i o WALL. METAL PLATE BOLTED TO WELD HANDRAIL TO GUARD EXISTING CONCRETE PERMIT SET 09 23 15 NG I RAIL. PROVIDE MIN. 0 0 FLOOR SLAB BLDG. DEPT. & CLIENT REVISION 11 05 15 NG CLEARANCE OF 1-1/2" EXISTING DOOR AND FRAME. BETWEEN TWO SURFACES. EXISTING LOADING x NEW 2" DIAMETER DOCK HEIGHT EXISTING DOOR AND FRAME. CONTINUOUS METAL=1 I I il II =- - - - 7 7 - HANDRAIL RAIL. I_I I —I 11= - - - - - - - -7 7-7 7 BUILT-UP RIGID FOAM _I (WAREHOUSE FLOOR INSULATION LEVEL) I METAL PLATE BOLTED TO - 1Ti=1 I f—i1-1 I I 1=1T_I=1 I I I f T_I= -111 T(-1 I I=iTf-lit—li=1l_1=Tf—i I Tf—=1Tf= SIDE WALL. PROVIDE MIN. I I —III —I I I 11= _ I I—III—III-1 I I—III=11 i=1 I IJ I I=1—i l I=1 I I=1 I—i I I=1I 1= =1I I-1 I1=1I GUARD RAIL POST BOLTED I " III h 11=i I-1 I I_I I HANDRAIL CLEARANCE OF TO FLOOR. 1-1/2" FROM ADJACENT 12" MIN. I SURFACE. EXISTING DOCK LEVELER PIT (GROUND LEVEL) x MATCH "X" 4 SECTION - HANDRAIL AND GUARD RAIL FOR EGRESS STAIR 3/8"= -o 5 SLAB DETAIL AT EXISTING DOCK LEVELER PIT 3/s„=11-O" NA TENANT: ,REVIEWED FOR COMPLIANCE APPROVED DEC 0 2 2015 BUILDING IMPROVEMENTS city Of Tuw,a UILDING DIVISION SHEET TITLE: c 0 I c m RECEIVER SECTIONS AND DETAILS zt CITY OF TUKWILA cn NOV 0 5 2095 N PERMIT CENTER i L 2 N REPRODUCTION, ALTERATION OR PUBLICATION OF THIS I L DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS AT-3 VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY r X NA MSA 2015. OF 5 L c, STRUCTURAL NOTES DESIGN LOADS All design and construction shall conform to the requirements of the International Building Code (IBC), 2012 Edition, as amended by the City of Tukwila. LIVE LOADS: In addition to the dead loads, the following floor live loads were used for design. Live load reduction is per IBC Section 1607.10. Driveways 250 psf Refer to Table 1607.1 in the IBC for relevant concentrated live loads. SOIL LOADS (ASSUMED): Allowable Soil Bearing Pressure 1,500 psf DL + LL 2,000 psf DL + LL + seismic/wind Lateral Bearing Pressure 150 psf Lateral Resistance to Sliding 0.25 Retaining Walls 35 pcf (equivalent fluid pressure) unrestrained + surcharge Lateral Surcharge 70 psf vehicular surcharge at driveways GENERAL NOTES SUBMITTALS: Shop drawings shall be submitted to the Architect prior to any fabrication or construction for all structural items, including the following: concrete or masonry reinforcement. INSPECTION: Special inspection per IBC Chapter 17 shall be performed by an approved testing agency as indicated in the Statement of Special Inspections and Testing. SPECIAL CONDITIONS: Contractor shall verify all levels, dimensions, and existing conditions in the field before proceeding. Contractor shall notify the Architect of any discrepancies or field changes prior to installation or fabrication. In case of discrepancies between the existing conditions and the drawings, the Contractor shall obtain direction from the Architect before proceeding. Dimensions noted as plus or minus (t) indicate unverified dimensions and are approximate. Notify Architect immediately of conflicts or excessive variations from indicated dimensions. Noted dimensions take precedence over scaled dimensions --DO NOT SCALE DRAWINGS. Dimensions of existing conditions may be based on record drawings and are to be field -verified by the Contractor. Contractor shall verify all existing conditions before commencing any demolition. Contractor shall provide adequate shoring and bracing of all structural members, existing construction and soil excavations, as required, and in a manner suitable to the work sequence. Temporary shoring and bracing shall not be removed until all final connections have been completed in accordance with the drawings and materials have achieved design strength. No reinforcing bars in existing construction shall be cut unless directed to by the Architect or as shown on the drawings. Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or procedures required to perform the work. SOILS: Earthwork material, backfill and compaction shall be in accordance with the IBC Section 1804. All topsoil organics and loose surface soil shall be removed from beneath fill supporting concrete slabs or paving. CONCRETE Concrete work shall conform to all requirements of IBC Chapter 19. CONCRETE MIXES: Concrete mixes shall conform to the following requirements: Concrete strength at 28 days: Slab -on -grade, fc w/c ratio Walls & Footings 3,000 psi 0.50 The Contractor shall submit concrete mix designs for approval 2 weeks prior to placing any concrete. The mix design shall be in conformance with ACI 318, Chapter 5. The submittal shall indicate where each concrete mix is to be used on the project, as well as the maximum aggregate size of each mix. Maximum aggregate size shall conform to the project specifications. ADMIXTURES: Water -reducing admixtures may be incorporated in concrete mix designs, but shall conform to ASTM C 494, and be used in strict accordance with the manufacturer's recommendations. CaCI 2 or other water-soluble chloride admixtures shall not be used. WALTER/CEMENT RATIO: Water/cement ratio shall be measured by weight and shall be based on the total cementitious material. Water/cement ratio and water content shall be determined by the supplier based on strength requirements and shall not exceed the maximum water/cement ratio and/or water content if shown above or in the project specifications. For topping slabs, limit maximum water to 34 gallons per cubic yard of concrete. SLUMP: Field -measured slump shall conform to the submitted concrete mix design. Tolerance of slump shall conform to ASTM C 94. AIR CONTENT: An air -entraining agent conforming to ASTM C 260 shall be used in all concrete mixes for flatwork which is exposed to weather. The amount of entrained air shall be 5 percent +1 1/2 percent by volume. The amount of entrained air shall be measured in the field at the discharge from the truck. CURING: If the air temperature will exceed 75 degrees F within 48 hours of placing concrete, a moist cure shall be applied to the concrete for a period of 36 hours after finishing concrete surfaces. Refer to the project specifications for curing requirements. REINFORCING STEEL MATERIAL Deformed Bars ASTM A 615, Grade 60 Smooth Welded Wire Fabric (WWF) ASTM A 185 (fy = 65,000 psi) Deformed Welded Wire Fabric (DWF) ASTM A 497 (fy = 70,000 psi) REINFORCING STEEL: Reinforcing shall be supported as specified by the project specifications and the CRSI Manual of Standard Practice. Reinforcing steel shall be detailed in accordance with ACI Standard of practice as outlined in "Details and Detailing of Concrete Reinforcement, ACI 315. Lap all reinforcing bars as noted on the drawings. Where splice length is not shown, lap reinforcing bars 48 bar diameters. Reinforcing"steel shall have protection as follows, unless noted otherwise: Use Structural Slab -at -Grade Bottom Bars Wall Bars: Exposed to Earth or Weather Footing Bottom Bars Top Bars Cover 2" 1 1/2" (#5 and smaller) 2" (#6 and larger) 3" (cast against earth) 1 1/2" 2" (#6 and larger where exposed to earth or weather) Side Bars 2" NONSHRINK GROUT: Base plate grout shall be nonshrink type with minimum fc = 8,000 psi. All other nonshrink grout shall have minimum fc = 5,000 psi. STRUCTURAL STEEL STEEL MATERIALS Structural Steel, Typ UNO Steel Pipe Structural Bolts Threaded Rods ASTM A 36 ASTM A 53, Grade B ASTM A 307 ASTM A 36 GALVANIZING: Structural steel and connections, including plates and other steel items embedded in concrete, which are exposed to weather and not to be painted shall be hot -dipped galvanized after fabrication in compliance with ASTM A 123. All field welds on galvanized material shall be coated with brush applied zinc -rich paint complying with the specifications. SPECIAL INSPECTION SPECIAL INSPECTION SCHEDULE ESTABLISHED PER 2012 IBC SECTION 110 & CHAPTER 17 ITEM CONTINUOUS INSPECTION PERIODIC INSPECTION COMMENTS Concrete Reinforcing placement X Anchor bolts & inserts X Preparation of test specimens X Concrete placement X Embedded steel items X Curing X INSPECTION SCHEDULE NOTES: 1. The items checked with an "X" shall be inspected in accordance with IBC Chapter 17 by a certified special inspector from an established testing agency. For material sampling and testing requirements, refer to project specifications, the structural notes and the notes below. The testing agency shall send copies of all structural testing and inspection reports directly to the architect, engineer, contractor and building official. Any materials which fail to meet the project specifications shall immediately be brought to the attention of the architect. Special inspection testing requirements apply equally to all bidder designed components. Inspection and testing requirements for systems designed by others shall be defined by the registered design professional responsible for their design, except that the inspection requirements shall not be less than specified in this schedule. 2. Special inspection is not required for work performed by an approved fabricator per IBC Section 1704.2.2. 3. Continuous special inspection means that the special inspector is on the site at all times observing the work requiring special inspection (IBC 1702). Periodic special inspection means that the special inspector is on site at time intervals necessary to confirm that all work requiring special inspection is in compliance. 4. Inspection for prefabricated construction shall be the same as if the material used in the construction took place on site. Continuous inspection will not be required during prefabrication if the approved agency certifies the construction and furnishes evidence of compliance. 5. Inspection of post -installed anchors shall conform to the requirements of the ICC-ES report. STRUCTURAL SITE PLAN 1 /16"=1'-O" REVEWED FOR DID.E COMPLIANCE APPROVED DEC 0 2 2015 ' .City of Tukwila WILDING DIVISION DRAWING LIST S1.0 Structural Notes, Structural Site Plan and Drawing List S2.0 Partial Plans, Sections and Details RECEIVED CITY OF TUKWILA NOV 0 5 2;5 SOUTHCENTER WEST BUSINESS PARK 1185 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 lq3ff www.kpff.com L - SCE VPlgN j Co p U , 18875 DNA it .. / S P ': 1500 WESTLAKE AVE N, SUITE ONE, SEATTLE WA. 98109 (206) 441-1449 DRAWN BY: WSM CHECKED BY. AMR 1 JOB NO.: 115389 I NO. REVISIONS INDICATED THUS 0 DATE BY PERMIT SET 09 23 15 WSM Al RI DG DEPT & CLIENT REQUESTED REV 11 /05/15 1 a ►N:HH LANDLORD'S WORK FOR HABITAT FOR HUMANITY SHEET TITLE: ■ ■i REPRODUCTION, ALTERATION OR. PUBLICATION OF THIS PERMIT CENTER DRAWING, ,,WITHOUT EXPRESSED PERMISSION BY MSA, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MSA 2015. S1.0 OF X IN EDGE OF (E) BLDG FREE -DRAINING 1.5" CLR N I BACKFILL A BARS BARS FILTER FABRIC WEEP HOLE z BLDG CANTILEVERED CONCRETE RETAINING WALL SCHEDULE A BARS B BARS C BARS D BARS E BARS 2'-6" S-0" 1'-10" #4 @ 16 #4 @ 16 #4 @ 16 #4 @ 12 #4 @ 16 3'-6" 3'-0" 1'-10" #4 @ 16 #4 @ 16 #4 @ 16 #4 @ 12 #4 @ 16 F4'-6" 1 3'-10" 2'-8" #4 @ 16 #4 '@ 16 #4 @ 16 #4 @ 12 #4 @ 16 i I I (N) HANDRAIL PER ARCH I I a 16015th Avenue, Suite 1600 2" CLR .o J 0„ Seattle, WA 98101 I I i 206.622.5822 (N) HANDRAIL B BARS z www.kpff.com PER ARCH C BARS o I i I (2) #4 I I NOf CV O 1cpff I I I i U E BARS U 211 WA l ( i I P CLR 0 j I I 9" DEEP KEY AT H = 2'-6" I- g° & 3'-6" RET WALLS ,_ 18875 W L S10 NAL i I I ' OPP' c/s2.0 c/s2.o CANTILEVERED CONCRETE RETAINING WALL DETAIL AND SCHEDULE N.T.S. C I I I I i I I HANDRAIL PER ARCH (N) HANDRAIL PER ARCH 1/2" 0 THRU-BOLT = I I I APPROX 2 1/2" 0 O.D. STUB PIPE AT EACH VERT IL. VERIFY SIZE (E) ASPHALT I (E) ASPHALT" Q REQU REMENTS W/ ARCH HANDRAILsci i w - I JW' ' Z I (N) CONC RET WALL - ;:j ` l`_... ,. , " ..:.. `y 1 :a N 0 I I I N 1500 WESTLAKE AVE N, SUITE ONE, SEATTLE WA, 98109 (206) 441-1449 I a I (E) BLDG SLAB -ON -GRADE I I I I (2) CONT #4 BARS AT TOP, (N) CONC I I I I (1) ON EACH SIDE OF HANDRAIL RET WALLAll (N) CONC i RET WALL I I I I o DRAWN BY: WSM PER C/S2.0 I i PER C/S2.0 (N) ASPHALT U u I I I I co w PER ARCH w CHECKED BY: AMR can I I II II , I (E) ASPHALT - JOB NO.: 115389 RET WALL & FTG REINF, ASPHALT I ( I I co BEYOND PER ARCH DRILL &EPDXY 3" INTO (E) BLDG STEM WALL LL J NO. REVISIONS INDICATED THUS 0 DATE BY _ _ PERMIT SET 09 23 15 WSM (N) RAMP PER ARCH _ —_ —_ —_ _ _ _ _ _ _ _ BLDG DEPT & CLIENT REQUESTED REV 11 05 15 (E) BLDG STEM WALL 1/2" O x 4" WHS EA SIDE I j CONC RET WALL PER C/S2.0 t10'-0" (SEE ARCH) PARTIAL. PLAN 3/8"=11-011 D SECTION 1/2"=11-0" E D ETAI L 311=1'-011 F (E) BLDG SLAB -ON -GRADE b i I 6" SLAB ON FOAM #4@ 12" EW i i i i TENANT. i LANDLORD'S WORK FOR EMBED D EMBED MIN 3 I ADHESIVE REVfEWED FOR EMBED MIN 3" GROUT ALL SIDES .CODE COMPLIANCE IN ADHESIVE rr ® HABITAT FOR HUMANITY GROUT a, ,, ' #4@ 12" MAx 3. DEC 0 2 2015 (E) DOCK LEVELER PIT CRY Of TukMIa i (E) BLDG STEM WALL GEOFOAM FILL WILDING DIVISION SHEET TITLE: i MIN EPS -19 i PARTIAL PLANS, i RECEIVED CITY OF TUKWILA SECTIONS & DETAILS NOV 0 5 2015 1 PERMIT CENTER i REPRODUCTION, ALTERATION OR PUBUCATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A S2,0 VIOLATION G SECTION - DOCK LEVELER PIT IN -FILL 1 /2"=1'-011 H J MSA 2015.0E FEDERAL COPYRIGHT LAW. COPYRIGHT BY OF X mg z z w c I—