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Permit D12-001 - SARANA INTERNATIONAL BUDDHIST
SARANA INTERNATIONAL BUDDHIST CENTER 15241 51 AVE S D12-OO1 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2009 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D12-001 Occupant/Tenant: SARANA INTERNATIONAL BUDDHIST Building Address: 15241 51 AV S Parcel No.: 2223049019 Property Owner: PANGNANANDA POLWATTE SARANA INTL BUDDHIST CENTER, TUKWILA, WA 98188 Use: NCHR Occupancy Group/Division: A3 Type of Construction: VB Automatic Sprinkler System: Provided: YES Design Occupant Load: 220 BU 7,•2 /2'i DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov City ori ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 2223049019 Address: 15241 51 AV S TUKW Suite No: Project Name: SARANA INTERNATIONAL BUDDHIST CENTER Permit Number: D12-001 Issue Date: 11/13/2012 Permit Expires On: 05/12/2013 Owner: Name: PANGNANANDA POLWATTE Address: SARANA INTL BUDDHIST CENTER , 15241 51 ST AVE S 98188 Contact Person: Name: POLWATTE PANGNANANDA Address: 15241 51 AV S , TUKWILA WA 98188 Phone: 206 859-7034 Contractor: Name: OWNER AFFIDAVIT - POLWATTE PANGNANANDA Phone: Address: , Contractor License No: Expiration Date: Lender: Name: Address: DESCRIPTION OF WORK: CONSTRUCTION OF A NEW SINGLE STORY 1500 SQ FT BUDDHIST TEMPLE RELIGIOUS BUILDING. EXISTING' RESIDENCE TO REMAIN ON SITE. PARKING AREA WILL HAVE DRAINAGE SYSTEM AND BE AC PAVED. PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL, LAND ALTERING, STORM DRAINAGE INCLUDING INFILTRATION TRENCHES WITH OVERFLOW, ON -SITE CURB, PAVING PRIVATE PARKING LOT, STREET USE, AND UNDERGROUNDING OF POWER. WATER DIST. 125 & VALLEY VIEW SEWER DIST. Value of Construction: $233,340.00 Fees Collected: $8,095.27 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 5 Electrical Service Provided by: SEATTLE CITY LIGHT **continued on next page** doc: IBC-7/10 D12-001 Printed: 11-13-2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 100 c.y. Fill 200 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non -Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature: (itY � Date: ` H - -- /'\ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: / 1 ^ 13 -2 01 L Print Name: P® This permit shall become null and void if the work is not commenced within 180 days from 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 DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. doc: IBC-7/10 D12-001 Printed: 11-13-2012 7: Notify the City of Tukwila Building Divisic for to placing any concrete. This procedurc ti addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor .Air Quality Code. 12: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping. 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 Building Department (206-431-3670). 15: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 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: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 18: Schedule and attend a Preconstruction Meeting with the Public Works Department, prior to start of work under this permit. To schedule call Public Works at (206) 431-0179. 19: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206) 433-0179 of commencement and completion of work at least 24 hours in advance. 20: Work affecting traffic flows shall be closely coordinated with the Public Works Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 21: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 22: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 23: Any material spilled onto any street shall be cleaned up immediately. 24: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 25: A bond in the amount of 150% x cost of work within the Public Right -of -Way made out to the City of Tukwila for possible property damages caused by activities. 26: Owner/Applicant shall sign with Notary, a Hold Harmless Agreement for work within the Public Right -of -Way. 27: Owner/Applicant shall sign with Notary, an SAO Hold Harmless Agreement. 28: PAVEMENT MITIGATION FEE SHALL APPLY TO THIS PERMIT. AMOUNT TO BE DETERMINED PRIOR TO PUBLIC WORKS FINAL. FEE TO BE BASED ON (x-x YRS. OF PAVEMENT LIFE REMAINING) $x.xx PER SQ. FT. PUBLIC WORKS PROJECT INSPECTOR TO MEASURE PAVEMENT CUT FOR FEE CALCULATION. doc: IBC-7/10 D12-001 Printed: 11-13-2012 29: Temporary erosion control measures si'e implemented as the first order of business prevent sedimentation off -site or into existing drainage facilities. 30: 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. 31: The Land Altering Permit Fee is based upon an estimated 100 cubic yards of cut and 200 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 32: 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. 33: 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. 34: ***PLANNING*** 35: All conditions placed on this project under L11-025, L11-026 and L12-008 apply to this building permit and shall be complied with during construction. A copy of the Notice of Decisions for the three approval listed shall be on site during construction. 36: ***FIRE DEPARTMENT CONDITIONS*** 37: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 38: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 39: 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) 40: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 41: 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) 42: 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, 4-3, 4-4) 43: 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) 44: 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) 45: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 46: 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 1008.1.8.1) 47: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) doc: IBC-7/10 D12-001 Printed: 11-13-2012 48: Exits and exit access doors shall be marWby an approved exit sign readily visible fro direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 49: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 nun) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 50: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 51: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 52: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 53: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 54: An approved automatic fire sprinlder extinguishing system is required for this project. (City Ordinance #2327) 55: All new sprinkler systems and all modifications to existing sprinlder 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 sprinlder work shall commence without approved drawings. (City Ordinance No. 2327). 56: U.L. central station supervision is required. (City Ordinance #2327) 57: All valves controlling the water supply for automatic sprinlder systems and waterflow switches on all sprinlder systems shall be electrically supervised. (City Ordinance #2327) 58: All control, drain, and test connection valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. The signs shall be secured with corrosion -resistant wire, chain or other approved means. (NFPA 13-6.7.4.1, 6.7.4.2) 59: A supply of spare sprinlders (never fewer than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in a cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A special sprinkler wrench shall also be provided and kept in the cabinet to be used in the removal and installation of sprinlders. (NFPA 13-6.2.9.1, 6.2.9.2, 6.2.9.3, 6.2.9.6) 60: When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Sprinkler Riser". (NFPA 13) 61: Sprinkler coverage around unit heaters needs to comply with section 8.3.2.5 and figure 8.3.2.5 of NFPA 13 (2007 edition). 62: Maintain a 4 foot clear space around the sprinkler riser(s) for emergency access. (NFPA 25) (City Ordinance #2327) 63: All new underground piping shall be hydrostatically tested. Test pressure shall be not less than 200 psi for 2 hours. The amount of leakage at the joints shall not exceed 2 quarts per hour per 100 gaskets or joints. Contact Dave Stuckle, Utilities Inspector, Public Works Department, at (206) 433-0179 to make an appointment. (NFPA 13-10.10.2.2.1, 10.10.2.2.2, 10.10.2.2.3, 10.10.2.2.4) doc: IBC-7/10 D12-001 Printed: 11-13-2012 64: Fire department connections (FDC's) sh e oriented in the direction of fire apparatus ess, have a 4 foot clear space in front and to the sides of the conned be appropriately signed, have the buildin ess served by the FDC stenciled vertically in 3-inch high white nurrwers on a "safety red" background directly ben 4.n the hose connection facing the direction of vehicular access, and protected from potential vehicular damage. 65: The height of fire department connections (FDC's) shall be 36 to 48 inches above grade. 66: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5-inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13-6.8.3) (City Ordinance #2327) 67: Post Indicator Valves (PIV's) shall have the building address served by the PIV stenciled vertically in 3-inch high white numbers on a "safety red" background, facing the direction of vehicular access. 68: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2328. 69: 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 #2328) 70: Local U.L. central station supervision is required. (City Ordinance #2328) 71: 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 #2328) (IFC 104.2) 72: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 73: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2328) 74: Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #2328) 75: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control". (City Ordinance #2328) 76: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 77: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2328) 78: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 79: Every building shall be accessible to Fire Department apparatus by way of access roadways with all-weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn -around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 80: Fire apparatus access roads "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2047) 81: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 82: Maximum grade for all projects is 15%. 83: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 84: In occupancies of Groups A, E, I and R-1 and dormitories in Group R-2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be doc: IBC-7/10 D12-001 Printed: 11-13-2012 prepared in accordance with NFPA 701 andished to the fire code official upon request. a 805.1, 805.2) 85: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 86: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 87: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 88: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 89: ***PLANNING CONDITIONS*** 90: All conditions placed on this project as part of the approved conditional use permit (L11-025) remain in effect and are hereby adopted by reference. A copy of the Notice of Decision is attached. 91: All conditions placed on this project as part of the approved parking determination (L11-026) remain in effect and are hereby adopted by reference. A copy of the Notice of Decision is attached. 92: All conditions placed on this project as part of the approved design review (L12-008) remain in effect are hereby adopted by reference. A copy of the Notice of Decision is attached. 93: An ISA-certified arborist shall be on site when any work is occurring around the critical root zone shown on page 3 of 3 of the civil plans. The ISA certified arborist shall submit a signed letter stating the date(s) that he/she was at the work site and that the work complied with best tree protection practices. 94: An ISA-certified arborist shall supervise the soil restoration within the critical root zone. The ISA certified arborist shall submit a signed letter stating the date(s) that he/she was at the work site and that the work complied with best practices for soil restoration within the critical root zone. 95: All landscaping shall be installed prior to final approved being granted for the new Temple structure. 96: No field modifications to the building, landscaping or site design are permitted without the express, written authorization of the City's Planning Department. 97: Signage is not authorized under this permit, a separate permit is required. 98: Prior to final approval of the new temple structure, the applicant shall submit a transportation management program to the City for review and approval. The transportation management program was specifically required as part of the parking determination, see L11-026. It is highly suggested that you provide the plan to the City well in advance of completion of the Temple structure. The City will need time to review and likely comment on the transportation management plan. doc: IBC-7/10 D12-001 Printed: 11-13-2012 • CITY OF TUKWILA Community Development Department ' Public Works Department , • Permit Center, • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci tukwila.wa.us Applications and plans must be complete in order to be accepted (fo plan review. Applications will not be accepted through the mail or by fax. **Please Print** Site Address: l5 Z 4•1 -5/ 6f AVg a. Tenant Name: King Co Assessor's Tax No.: 2227o • Suite Number: New Tenant': Floor: ❑ Yes ❑..No Property Owners Name: SAi2A4116, 61siTEtZt-IAT/D WAL. �IJPPth 5T CANT Mailing Address: 15 2 47 67 5% AVE rJo. ruxte%L.4 W14. q ?lag. City State Zip CONTACT PERSON who do we contact when your.permut is ready to be issue Name: 42/L-14, Nvo LE y /A Mailing Address: 2560 4 /2dth. Pt. E-Mail Address: A L g yviA 2.1 oo Ato L. • Day telephone: l�e7T• City Fax Number: 25 a-71 WA• gad State Zip GENERAL CONTRACTOR;INFORVIATION _ ;(Contractorinformation for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5 Company Name: Mailing Address: Zip Contact Person: E-Mail Address: Contractor Registration Number: Expiration Date: City Day Telephone: Fax Number: State ARCHITECT OF`•RECORD =Rill plans must be' wet" stamped by Architect of: Record; Company Name: Mailing Address: •� • . •• Contact,Persoh: t E-Mail Address: City Day Telephone: Fax Number: State Zip •ENGINEEROF RECORD - All plans must be wet, stamped by Engineer :of Record• Company Name: Mailing Address: City Contact Person: Day Telephone: E-Mail Address: Fax Number: H:\Applications\Forns-Applications On Line\2009 Applications\I-2009 - Permit Application.doc Revised: 1-2009 bh State Zip Page 1 of 6 Valuation of Project (contractor's bid price): $ Existing Scope of Work (please provide detailed information): 1b ' 0 =I. F%. xr'r 'DU IW/h1( (,4005. Will there be new rack storage? �3rd Floor, aluation: $ L7l ieW 7v Ago ©.. No If yes, a -separate pe and plan submittal will be required. • loors • • thru Provide All Building Areas in Square Footage Below •• 'Existing' 4610 lnterior;Remodel ddition to ,. fisting - St . fife 104.0 :Type:of Construction.per ,1'BC • Type.of • Occupancy perk. .1BC Basement Accessory, Structure*~ z , t Attached Garage -`. Detached•Garage ttached•Carport` Detached,Carport • • ;Covered Deck 7` :Uncovered'Deck _ PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? Yes 0 No If "yes", explain: ELL* . (Ail 0 o,, 7"eMPor4 2 y 45 A 7 MP1 FIRE PROTECTION/HAZARDOUS MATERIALS: .n) Sprinklers $1 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 01 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\2009 Applications\I-2009 - Permit Application.doc Revised: 1-2009 bh Page 2 of 6 • 1 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ Describe the scope of work (please provide detailed information): 7 4 f 72vc '; 0 5- / lr 6o et s fjL D 4 — f 5- 'o D% -� U SF . �X �/� /�� - - �G /2?5.r-94-/ /-1 & Sl 76 PAS Kr Pe hVel' W///i9-v /i /AJ-SA- • Existing Building Valuation: $ Will there be new rack storage? ❑ ....Yes .. io 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 IBC Type of Occupancy per IBC 1$` Floor Z2 6 OQ V 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck CORRECTION Uncovered Deck LTR# _t______. PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by R Department. H:Wpplications\Forms-Applications On Line\2012 Applications'Fermit Application Revised - 2-7-12.docx Revised: February 2012 bh JUN 04 2012 PERMIT CENTER CITY OF TUKJ�A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Peet 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.: Site Address: Suite Number: Floor: Tenant Name: New Tenant: ❑ Yes .. No PROPERTY OWNER Name: Address: City: State: Zip: CONTACT PERSON — person receiving all project communication Name: Address: W City: . -- State: Zip: Phone: Fax: Email: GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: H:Wpplications\Forms-Applications On Line\2012 Applicationerniit Ap Revised: February 2012 t` bh Page 1 of 4 Scope of Work (please provide detailed information): Z • Tb 779 ej(/ 7 o&JE Call before you Dig: 1-800-424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ...Tukwila O ...Water Availability Provided Sewer District ...Tukwila ❑ ,.,,Sewer Use Certificate ❑... Water District #125 ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: O On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") O ...Technical Information Report (Storm Drainage) O ...Bond 0 .. Insurance 0 .. Easement(s) ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ... Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours 0 .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 (•! ...Total Cut 40 cubic yards 0 .. Work in Flood Zone �❑ ...Total Fill cubic yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer 0 .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑.,.. Curb Cut 0 .. Channelization 0 ...Frontage Improvements ❑ .. Pavement Cut 0 .. Trench Excavation ❑ ...Traffic Control 0 .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water 0 ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. f t WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ... Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: 0 Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2009 Applications \1-2009 - Permit Application.doc Revised: 1-2009 bh Page 3 of 6 MECHANICAL PERMIT INF_ ATION 7206-431-3670' MECHANICAL.CONTRACTOR INFORMATION Company Name: / • e• D • I Mailing Address: City State Zip Contact Person: Day Telephone: E-Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical ork (contractor's bid price): $ Scope of Work (please pro ide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ,® Gas .... Other: Indicate type of mechanical work being installed and t' =quantity below: Unit Type: Qty Unit Type: \ Qty U • t Type: . Qty Boiler/Compressor: Qty Furnace<100K BTU Air Handling Unit >10,000 CFM `� t, !' e Damper 0-3 HP/100,000 BTU, Furnace>100K BTU Evaporator Cooler " Diffuser 3-15 HP/500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct ermostat l 15-30 HP/1,000,000 BTU Suspended/Wal1/Floor Mounted Heater Ventilation System Woo I, Gas Stove 30-50 HP/1,750,000 BTU Appliance Vent Hood and Duct Emergent Generator , 50+ HP/1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domes ' Other Mech ); cal Equipment . Air Handling Unit <10,000 CFM Incinerator— Cm/Ind H:\Applications\Forms-Applications On Line \2009 Applications\1-2009 - Permit Application.doc Revised: 1.2009 bh Page 4 of 6 PLUMBING AND GAS PIPIN RMIT INFORMATION =V206 `431. PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: r . 13. _ Mailing Address: City State Zip Contact Person: Day Telephone: E-Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid p ce): $ Scope of Work (please provide detailed ,formation): ,Gvtt r- z oeur' /24 i4 - cot r TO E7414 r/ LIIV 6 Building •Usa (per Int'l Building Code): Occupancy (per•Int'l Building Code): Utility Purveyor: Water: • Sewer: Indicate type of plumbing fixtures and/or gas piping outle be installed and the quantity below: Fixture Type _ Qty Fixture Type:. •;.. '.ji .. .Fixture -Type: _.. Qty. •Fixture Type ,:, .: Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per he. Food -waste grinder, •..mmercial Floor Drain Shower, single head trap Lavatory ^ v : sh fountain Receptor, indirect waste Sinks Urinals Watt. Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heat- and/or vent Industriwaste treatment intercept.. including trap and vent, e ept for kitchen type grease 1 . erceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen (>750 gallon capacity) Rep. or alteration of wa piping and/or water tr, :tment equipment Repair or alter ion of drainage or ven iping Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 : ackflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective •-vice other than atmospheric N pe vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H: # pplicationsWorms-Applications On-Line\2009 Applications\l-2009 Permit Application.doc Revised: 1-2009 bh Page 5 of 6 • PERMIT APPLICATION.NOTE;S Applicable to"all`pehn4 Intthlsi.apphcation, 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS.OF THE STATE OF' WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 ER OR AUTHORI Signature:., Print Name: • D . ENT: ,: 1 �' 1--"X vA • Mailing Address: 2SZ,04 12 • PL. Date: 01 l O JI 12 Day Telephone: 5.3- LC'i^ k/S City State Zip Date Application Accepted: Date Application Expires: Staff Initials: O V 7 01[051(2-- , H:UpplicationsWorms-Applications On Line\2009 Applications\I -2009 - Permit Application.doc Revised: 1-2009 bh Page 6 of 6 9 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME .7(/AP)//.s - PERMIT # ,? t4 / /A/4 ,},P4 4 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization .Soo '9 ° Erosion prevention .5-e0 =°' Water/Sewer/Surface Water g ©o o �"' Road/Parking/Access /Z i' d o ° A. Total Improvements 2/, o'v 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 • /e0 cubic yards 20 cubic yards �2.5—`?P) (4) Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51-100 101 — 1,000 _ $37.00 1,001 — 10,000 ', ' '. 5 10,001 — 100,000 $49.25 for 1 s' 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1" r 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for Is` 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMI LI ON (1+4+5) $ 8/2 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01.01.L1TR# .......L...... CORRECTION RECEIVED I badl& 00' JUN 04 2012 PERMIT CENTER BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due removal'& roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 • 2-1 (10%) $1.00 0-1 . $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC . YARDS RATE 50 or less $23.50 51-100 $37.00 101 — 1,000 Y00 c y (37.0Q..D 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 —10,000 $194.50 for lst 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the lst 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 s` 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised 01.01.11 2 3?-1- Z3S7--o ,7/1/ f/a_/X5iei Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $133.00 D12-001 Address:1524151ST AVE S Apn: 2223049019 $133.00 DEVELOPMENT $133.00 ADDITIONAL PLAN REVIEW ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R10010 R000.345.830.00.00 R000.345.830.00.00 1.00 1.00 $66.50 $66.50 $133.00 Date Paid: Monday, December 12, 2016 Paid By: PANGNANANDA POLWATTE Pay Method: CASH Printed: Monday, December 12, 2016 9:47 AM 1 of 1 CRIOVSYSTEMS Parcel No.: Address: Suite No: Applicant: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT 2223049019 15241 51 AV S TUKW SARANA INTERNATIONAL BUDDHIST CENTER Permit Number: Status: Applied Date: Issue Date: D12-001 APPROVED 01/03/2012 Receipt No.: R12-03072 Initials: JEM User ID: 1165 Payment Amount: $5,994.06 Payment Date: 11/08/2012 11:22 AM Balance: $0.00 Payee: SARANA INTERNATIONAL BUDDHIST CENTER TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 1095 5,994.06 Account Code Current Pmts BUILDING - NONRES FIRE IMPACT FEES PARK IMPACT FEES PLAN CHECK - NONRES PW LAND ALT PERMIT FEE PW PERMIT/INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES 000.322.100 90830402.5000.5304.XXXXX 90330109.5000.5301.XXXXX 000.345.830 000.342.400 000.342.400 640.237.114 104.367.120 Total: $5,994.06 2,577.40 835.20 603.36 386.10 54.50 525.00 4.50 1,008.00 (inn. RerAint-OR Printers• 11-OR-2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.Tukwila WA.gov RECEIPT Parcel No.: 2223049019 Permit Number: D 12-001 Address: 15241 51 AV S TUKW Status: PENDING Suite No: Applied Date: 01/03/2012 Applicant: SARANA INTERNATIONAL BUDDHIST CENTER Issue Date: Receipt No.: R12-01777 Payment Amount: $812.00 Initials: LAW Payment Date: 06/04/2012 04:27 PM User ID: 1632 Balance: $6,968.83 Payee: SARANA INTERNATIONAL BUDDHIST CENTER TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1128 812.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PW BASE APPLICATION FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW 000.322.100 000.345.830 000.345.830 Total: $812.00 250.00 37.00 525.00 doc: Receiot-06 Printed: 06-04-2012 1 City of Tukwila tiZ Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 2223049019 Permit Number: D 12-001 Address: 15241 51 AV S TUKW Status: PENDING Suite No: Applied Date: 01/03/2012 Applicant: SARANA INTERNATIONAL BUDDHIST CENTER Issue Date: Receipt No.: R12-00003 Payment Amount: $1,289.21 Initials: JEM Payment Date: 01/03/2012 09:40 AM User ID: 1165 Balance: $1,987.90 Payee: SARANA INTERNATIONAL BUDDHIST CENTER TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1078 1,289.21 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,289.21 Total: $1,289.21 doc: Receipt-06 Printed: 01-03-2012 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit PERMIT Project: S?%/I /N?ERN/Mrrl/'�L fil/Dphlify—$UILDiN6- Type of Inspection: Fi l/rL Address: /S2 V/ 6757- A/4 , Si Date Called: Special Instructions: Date Wanted: 62 -260 -17 a c.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: OR BoLDiNc- fI&/-- Inspector: Date: le2,6 ,7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 12-OoI Project: r� I W1� 12.WN(�I(: -Date Type of Inspection: / icc� �p �(,f f hi✓t R Address: Called: \ do -Z4-t1 Special Instructions: Date Wanted: Co - Z3'1 '1 p.m. Requester: Pal w44 e ?u flii IV rat rA dk_ Phone No: 2,00-151-c103-1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: sip 14—y 4 b L tt-0 — &Joip.),aDifa Inspector: CJt 66 V Date: I Co,Z317 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. a4d2Ca1� INSPECTION, RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: 33 a s in i-- T ,i c Type of Inspection: I S t I ivy) Or\ Address: ' ,' Date Called: II � ' Special Instructions: Date Wanted: 1 I 1 111 C:..'" p.m. Requestei:: " , Phone No: yza Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: (0 t LU tAll t (NMPktf Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 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: cet�1�A 1,Jr'c, Pv -l/St T�ge of Inspection: t )ILbar6- <AL Address: �_ s24 / -.l S .4v.6 S Date Called: Special Instructions: exi p ule Date Wanted: L : el.)a.m. O iI7c.41:t1f: Reque ter: L liA"i -E Phone No: El Approved per applicable codes. nCorrections required prior to approval. COMMENTS: ,T- )A/ Inspector: Date: -8a7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CTION 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 DI 2- co ( Pro ct cvt. ( /BjI k(54 TYp f�ytio7C • i tici; Date CaIledAddress: Special Instructions: . /4 Date Wanted: [�� 3 - , a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS:.. jr Tetil) © e i- (o v. l'QI/' (ctr 0 K mfveci,_.ceiA. F,eerAciccr,trs[ r DcpdcS ea ,, A(c) tAct oV„._ II REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 INSP 10 INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 Project,t r 1 rt _r_esAit /e..„ Ty pf sped I R I Address:2/ l( t 7 I) r� I r �j0 Date C II Special Instructions: ,/� ^, Il !V\ Sdat_'" _p7 J(i9 Date Wanted: - 3 — a.m. p.m. R/ Ott4 wct tv , Phone 2'06—dam' 1 _7434/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: r J/ Fr ►-t ( Goo r 6 (C - 'bV,G(E— ('0Sre v(SI&(� S C f- 1er�GK 1 ?(aGt".c ( ( ( - P (A) -F-( a i o- p A-0 4 a ir--(� �r (1 `qcl rt, r e �.v-F—e °`' ctr -( Lot Y c4 0 A C fs i bi(( 4 3 Wd � .P (9 A-Gc (_(e at-tc-f q J/--4r/( S( - ' l 0 k 16 t-s C) V tt(cct ( h c jtvttv 9 ' or d F e.-co 1fbc/ticL v-t v wweC(I s, Cotl( '7)/r v-e,(5-/e-d-r:41 Inspector: )ec- Dater _r 3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit -(DI PERMIT PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: Type of I spection: Address: 0 Date Called: Special Instructions: . 5, '. Date Wanted: a.m. p.m. Requester: Phone No: QApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: . Date: ift 2. .P 1-No, r f %5 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 5 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Da-DOI PERMIT NO. aft CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670. Permit Inspection Request Line (206) 431-2451 Project: f-T ®. Type G Inspection: 5 �19 f 0 .h J tl� dr Address: \1z.Lil 3 1 A U Date Called: Special Instructions: Date Wanted: 10 a 21. LI . p.m. Requester: Phone No:, ElApproved per applicable codes. J3J Corrections required prior to approval. COMMENTS: (IR?>-ibl)e 63CAi KC — +- , ti L tJet-Afr> 1 1\ krk i,..t 6 i t.1 - L — ►Jf,e1 ). <Y^^ i C ra-) ( po4 ry S ri / trtspeftof: A Date: I� ZI (zi R INSPECTION FEE R QUIRED. Prior to next inspection. fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING. DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: ,D C-zA A i? tz\a Imo: &t Type of Inspection: w A l \� 0 LA i l tsi� Adds: \ 5,-4-1 1 5 ) /1 kS Date Called: Special Instructions: - • Date `WI ..... :� — rLI m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: \ . LSLlLA t 1f �') . a ` L3Wilt 0e(c1 _s�. & (Aft \ 0 OP-_. 3._t...) SLk i /- l --t 0 ^ KJ Date lo_j CTION FEE REQUIRE. Prior to nex inspection, fee must be 6300 Southcenter Blvd..'Suite 100. Cal, to schedule reinspection. INSPECTION RECORD Retain a copy with permit. INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: A- R�N�t- 15UO k S T" Type o` 1 s ion: --�.+ ‘S . a, ,� Address: ( ✓ Date Called: Special. Instructions: • • Date Wanted• / 3 2"T - 1 1 p.m. Requester: Phone No:. Approved per applicable codes. El Corrections required prior to approval. COMMENTS: • . tOM 1 G--o J 1A M\S tin S4ivd:JA correr :Dn -STAS JI A-f i --b S4, e L PV \ D{J ,n NO A 0-1-8 - I& e As- rn 3 ft- 0( '1: o %��) 5hrrir._&c- n a-fr. (� /t. tr) �CJ'�?.f� ,� ,is A'T < < - r�a tx MJS✓�P�Q h A J P 34 -e e_U ,c S Li r1 ifrt` /1 AT UJ/I1 Tr i' P(o e_C.Ct, o /L,‘ k-C 2-, Insp(ctor: Date: _ 2,4 n REINSPECTION FEE R r ' ED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO: PERMIT NO. CITY OF TUKWILA BUILDING - DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206).431-2451 . . b 12-00 l Project: - • 2) t�-AOA• ( IQOHISr Type o j spection: I L . I Add s •Date 1 S r' U S Called: ' I-�- i� l t 1 K Special Instructions: Date Wanted: ff j- —���1`1 `i�rry p.m. Requester: Phone No: roved per applicable codes. Corrections required prior to approval. COMMENTS: l,L T 0 1--N21 e crd l-e(0 Inspe r: Date: REINSPECTION FEE R UIRED. Prior to next inspection, fee must be vij.d,gt 6300 Southcenter Blvd., Suite 100. Call to schedule'reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit bDcit PERMIT NO. - CITY OF TUKWILA BUILDING .DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 ProjecA RAN Ni A t t.l i} f t ) 'Pipe � Addre s- k-;2L1! 5{ siv _5 Date Called: FR4NA1-Ai Special Instructions:. Date ted: L 114 a':m. Requester: Phone No: Q Approved per applicable codes. Corrections required prior to, approval. COM MENTS: V urrecil' + be �J-Ih e : ��-}:v 1( 4 213-1tci kkEekil Do Q OSZ:l L CiF Re C A t .( i i m 1 MI6 .i sV Ste) v t speZ! 6r: /y R INSPECTION FEE REQtJIRED. Prior to next inspection. fee must be Raid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP TION NO. PERMIT NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 tJ i 2 cJcs Project: .�Al2(tiN4`l .LnA101 •l3Lici4:s1 Type of Inspection: X�5isPRf%1in/ GJ Date Called: Address: /J241/ 5/41/S Special Instructions: Date Wanted:. "—I .......6 _ 1 a. �p:m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: m pec� r. f ! �--('7 REIN PECTION FEE REQUIRED. Prior,/ next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 06 INSPECTION NO. PERMIT NO. CITY .OF TUKWILA BUILDING DIVISION G_ 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit Project: A , �.'V- J UDO 1'' S�-C' Type,of Inspge_tion: ,a " . 5 _ C k A67 llcial Date Called: SpeInstructions: Z Date Wanted n .a.ra�- "� p.m. Requester: Pho a No: ',o (o ted S —,7" 0 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: Inspector: x Dat Zy r (3 ri REINSPECTION FEE REQUIRED. PriSr to next inspection, fee must be paid}at 6300 Southcenter Blvd:; Suite,1,00 Call to schedule reinspection. 4k4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. /s/ CITY OF TUKWILA BUILDING DIVISION C.J 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Ir (206) 431-3670 Permit Inspection Request Line (206) 431-2451 L— £ t2 -oo Project: ` — -. . 2A.-`igc— k 1 ( Type of Inspection: (A A.(J J E. Slike Addre,,,g: (.57= kit- 12.4i S t _� Date Called: _ Special Instructions: - Date Wanted _ p.m Requester: Phone No: 053 8 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: (i) se �',OAI'�j�°_ ' A e... L.) D F ,Ic_C CAD 1'.0 izz f cJ re S J A"" `i\ ; c e A f- o iin U L / C-0A, -" •4 S - : A , A !.-001P 0 FA- r,o All "1 S t A L D %\ C f AtLe ., .--F '\G. A eel (9-F (2- fc -S r)F LE-11^ S 0 P , (14 AvF- �i- I ‘_ ,c . . ) It r l r AC Gv ,r,,, OD Nbr" pour 40 prM:509N Vf b (vt 4,/\ (^ -e L_ P- k Inspe` or: ' Ij n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date:2_f{--j5 INSPECTION RECORD . Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project: , . 2 A, 6• �i Type !of -Inspection: ..� t ^ / j 11 A I i (-I 'V Address: I C7A t Si ,-mot Date Called: Special Instructions: Date Wanted:.tt G _ (Tm., t ` P.m. Requester: .02 Phone 2._ 3 _ 6S3 -6,8/S Approved per applicable codes. Corrections required prior to approval. COMMENTS: p\--- 1 T 6 V p‘)J r roO k Ac) % -On\ ^A-L_ Ar Arr .`. ci\--(f A o /\ r /C_-cam/ ' C _ A c_ , k Inspector: Date: 1 r- REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 0.1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: Type f Inspection: ti 7 t AddreS 24 �' At.AVE Date Called: Special Instructions: Date Wanted: J r-�—" 13 p.m. Requester: ElApproved per applicable codes. Corrections required prior to approval. a COMMENTS: ^k)AA. olie5 LLDtI kil4 Aid 0N_. OA S`' - 0'zo_ IA e__ K) D ,>a (*A-K J r :_ As ,0 P 1 ,)14 (-LJ ?f' A) 0 AA 49,S C A-6, _ 1`7) f (1. e) AVoki7 `-r7) Acee Si P Wc-_ 7 fite_ (A -(lee _ c A/, rr*.mil- ((0( ,/LIP,ff A 5,�..._- r' _ W P i eePJ(e a >40 iw7 .-1)d J/&_ /1� : A &. ) S l ..?PCB' A g. fP 6L, c1,'re 4A/ A I / i` :'')),i Al' 1'€64: n niffin r AA` - s1 A L_ c A-r- id Dd0 `Key W AlD-7 ;7 6. '��JT4-4 Inspector: cu_NA Date: n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 6300 Southcenter Blvd., #100, Tukwila. Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION WA 98188 \O— (206) 431-3670 D 2. ©v Project- Type 1'Inspecon ti: 4. Address: � �. ' 1.. 2A 1 5 t : AVE,-- Date C Iled: V r-2,-- c�AS -,-, Special (� coo .�Instructions:S' - L Date Wanted:. , Date 2 .3 ( ft. ` m� p Requester: Ga .E_ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1, /k a K •S 11 c i� a T `° �+ j ,' ` (E1er O /: ,( Ste- 6ci dtC (-e-o j il1T 0/v - B ,.- R n A Inspector: clu„S, IkILY Date:1 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER 7_ 1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �� :- Ala_ g-,..dis4 f., l_e.. Type of Inspecti n: • --- eL,- i A /41,7' Address: P-ev1r ` �- j5,,e, Contact Person: Suite #: / Z"P 9 — �"/ Special Instructions��J Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: — - Z. ' ''4 . a- "67/e , e - 17 it 4 i z-ol AWA--) ,e- 4,,,t,c.,4,_ Mge-- ,45;,-A---/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: e Inspector: 'o_ 24c-- - Date: /ohs/ f y Hrs.: D . 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip:; Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER -00 iy-5 -62 (3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /1` 7�� llpold/S/ Gf Type of Inspection: AA,/ Address: Suite #: )4-2 '/ s7" �j A/6'' Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: eql-‘ / ---- Sike, 1Z c — A/. �7e7 ii3LA' / r �,,-, s /e/ /0 al deii6Y Ai /7c/L ,'i1 ce,K2'ci - g / e "17-,7 . Needs Shift. Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: (`' Date: /©WW/// Hrs.: /. CJ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: -ScP-014 QtiddA;s-, in,ric Type of Inspection: F, (';,4. l Address: /)'?' / 5-Is + ,41, e S . Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. corrections required prior to approval. COMMENTS: Pq1- _ in. GwitvQK vY v O'. jc: i- CI6p✓S 5 �� Posh /�� -uc z di ' �k� � �a S t . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: / ,, i Date: 9 -i0- /4-/ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City. of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Ce.roen lofts It- T Typ of Inspection: �o — //e/- Address: Suite #: j cZ c(1 s T c".1 Aye., . Contact Person: Special Instructions: Phone No.: -Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4-i Q s d14- v C.-over- .• f; Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type:: Inspector• 73 Date: 7////7 Hrs.: 2. 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 2009 Washington State_: Energy Code. Compliance Form for :Nonresidential and Multifamily; Residential Exterior Lighting Summary LTG-EXT CO 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info . Proj Addres /SZ c 7 -_ 5% .7‘... 4 V� so.. Date. For Building Departmente �� FILE E C " t` Use nt [f" Y - . Name: te4 A ipt7g4/7.. �UD 'I ag. Appl. Name A% d,44. ,i ' t V. •r„ . Q Appl. Phone 7 s-- = 7J — (o 8/r• Project Description - i • • New "'• Addition • Alteration ■ Plans Induded Refer to WSEC Section' 1513 for controls and commissioning requirements. Lighting Zone (as specified by Jurisdiction) a Zone 1 Zone 2 0 Zone 3, C Zone 4 Compliance Option • Ligtting Power Allowance, 0 Systems Analysis Building Grounds (luminaires > 100 Watts) motion sensor • Efficacy > 60 lu rriens/W • Controlled by • Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) and space use not changed. • No .changes are being made to the lighting • Less than' 60% of fixtures are new, installed wattage not increased, & space use not changed. Tradable Maximum Allowed Lighting Wattage Base Site Allowance: Tradable Surfaces Description Hnowea vvaus per ft2 or per If Area (ft ), perimeter (If) or # of items Hnowea vvaus x ft' (or x If) • Total Allowed Tradable Watts: Tradable Proposed Lighting Wattage (use mfgr listed maximum input wattage for luminaire.) Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed - • • Total proposed tradable watts may not exceed the sum of total allowed tradable watts Total Proposed Tradable Watts: plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non -tradable categories: Non -Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: Non -Tradable Surfaces Description Allowed Watts per ftor per If Area (ft), perimeter (It) or # of items Allowed Watts x ft(or x If) Non -Tradable Proposed Lighting Wattage Surface Fixture Description Number of Fixtures . Watts/ Fixture . Watts Proposed EVIEWED FOIE OF IV U )E COMPLIANCE CITY APPROVEDJAN 0 3 70 Non- dable p pled wa etiff s4 1 tal e s watts for all non -tradable surfaces are less than remaining site allowance City of Tukwila BUILDING DIVISION may not exceed allowed watts for any individual ILA 2 Total excess Non -Tradable watts: Site Allowance BalarR EIS 212OO( 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Lighting Summary (back) LTG-EXT 5 2009 Washington'State'Energy'Code`Compliance"fornis'for Non eiidential andlMultrfamily ResiOntiaa.1 :1 a'" TABLE 15-2B LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS )777 evised December'2010 Specific area description Zone I 500 W Zone 2 600 W Zone 3 750 W Zone 4 1300 W Base ste allowance' _ Tradable Surfaces 2 Uncovered Parking Parking lots and drives Areas 0.04 W/ft2 0.06 W/ft2 0.10 W/ft2 0.13 W/ft2 Building Grounds Walkways less than 10 ft wide 0.7 W/linear foot 0.7 W/ linear foot 0.8 W/ linear foot 1.0 W/ linear foot Walkways 10 ft wide or greater Plaza areas Special feature areas 0.14 W/ft2 0.14 W/ft2 0.16 W/ft2 0.2 W/ft2 Exterior Stairways 0.75 W/ft2 1.0 W/ft2 1.0 W/ft2 1.0 W/ft2 Pedestrian tunnel 0.15 W/ft2 0.15 W/ft2 0.2 W/ft2 03 W/ft2 Landscaping 0.04 W/ft2 0.05 W/ft2 0.05 W/ft2 0.05 W/ft2 Building Entrances and Exits Main entries 20 W/linear foot of door width 20 W/linear foot of door width 30 W/linear foot of door width 30 W/linear foot of door width Other doors 20 W/linear foot of door width 20 W/linear foot of door width 20 W/linear foot of door width 20 W/linear foot of door width Entry canopies 0.25 W/ft2 ; 0.25 W/ft2 0.4 W/ft2 0.4 W/ft2 Sales Canopies Free standing and attached 0.6 W/ft2 0.6 W/ft2 0.8 W/ft2 1.0 W/ft2 Outdoor Sales Open areas3 0.25 W/ft2 0.25 W/ft2 0.5 W/ft2 0.7 W/ft2 Street frontage for vehicle sales lots in addition to "open area allowance No Allowance 10 W/linear foot 10 W/linear foot 30 W/linear foot Non -Tradable Surfaces° Building Facades No Allowance 0.1 W/ft2 for each illuminated wall or surfaces 0.15 W/ft2 for each illuminated wall or surface6 0.2 W/ft2 for each illuminated wall or surface Automated teller machines and night depositories 270 W per locations 270 W per locations 270 W per locations 270 W per locations Entrances and gatehouse inspection stations at guarded facilities 0.75 W/ft2 of covered & uncovered area Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W/ft2 of covered & uncovered area Material handling and associated storage No Allowance No Allowance No Allowance 0.5 W/ft2 Drive -up Windows & Doors 400W per drive -through Parking near 24-hour retail entrances 800 W per main entry FOOTNOTES FOR TABLE 15-2B: 1. Base site allowance may be used in tradable or nontradable surfaces. 2. Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded. 3. Including vehicle sales lots. 4. Lighting power density calculations for the following applications can be used only for the specific application and cannot be trade between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted i the "Tradable Surfaces" section of this table. i !' S.-Mayalternately use 2.5 watts per linear foot for each wall or surface length. 9 r r s r � f +I+ y j ;'6. May alternately use 3.75 watts per linear foot for each wall or surface length. , r e. May altematel use 5 watts per linear foot for each wall or surface length. ► ``' a\I C''i' • L ` '8. AAn additional 90 watts is allowed per additional ATM location. • P i N•91d�<'�ti r -�, alb t�. �'� r a� 2D09 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential 2009 Washington state nergy Coale compliance t-orm Tor Nonreslaentlal ana muitiramily Keslaennal Lighting Power Allowance Adjustments LTG-LPA Revised November 2010 Project Address Date Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft2. Carry the Adjusted LPA to the corresponding "Allowed Watts per ft2" location on LTG -SUM. Adjusted Lighting Power Allowances (Interior) Location (floor plan/room #) Occupancy Description Allowed Watts per ft2 ** Ceiling Height for this room Ceiling Height limit for this exception** Adjusted LPA ' Watts per ft2 • From Table 15-1 based on exceptions listed in footnotes 2009 Washington State`Energy''Code'Carripliance Fofrns'for'Nonresidential and Multifartiily Residential Revised Noveniber'2G10 Project Address Date ,,:'-. .. The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2009 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) - Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) 1513.1 Local control/access Schedule with type, indicate locations 1513.2 Area controls Maximum limit per switch 1513.3 Daylight zone control Schedule with type and features, indicate locations vertical glazing Indicate vertical glazing on plans overhead glazing Indicate overhead glazing on plans • 1513.4 Display/exhib/special Indicate separate controls 1513.5 Exterior shut-off Schedule with type and features, indicate location . (a) timer w/backup • Indicate location (b) photocell. Indicate location 1513.6 Inter. auto shut-off . Indicate location 1513.6.1 (a) occup. sensors Schedule with type and locations 1513.6.2 (b) auto. switches Schedule with type and features (back-up, override capability); Indicate size of zone on plans 1513.7 Hotel/motel controls Indicate location of room master controls - 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) 1514 Max. watts Indicate watts for each exit sign LIGHTING POWER ALLOWANCE (Section 1530-1532) 1531 . Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture • 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) 1511 Elec motor efficiency MECH-MOT or Equipment Schedule with hp, rpm, efficiency_ _ - TRANSFORMERS (Section 1540) l 1540 (Transformers • 'Indicate size and efficiency I I If "no" is circled for any question, provide explanation: 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope Summary ENV -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address /5-Z47 s7 s •• AvE C. •Date For Building Department Use FILE COPY - Applicant Name: AIL ) i4, /1 7 _t vie., , Applicant Address: 2..2 j 4 120 i* • c • kEN7- UJ, : • -' ' Applicant Phone: Z.S 3 " 4S-3 " GR./S.— Project Description ❑ New Building MO Addition ❑ Alteration ❑ Change of Use Compliance Option IN Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) El Seattle EnvStd ❑ Systems Analysis Occupancy Group O Nonresidential 0 Multifamily Residential Climate Zone • Climate Zone 1 0 Climate Zone 2 ( See WSEC 302.3 for county list) Fenestration Area Calculation Total Fenestration Electronic version: these values are automatically taken from ENV-UA. (rough opening) Gross Extenor (vertical & overhd) divided by Wall Area times 100 equals % Fenestration ism S f, ÷ 15I v x 100 = '0,10 • Semi -Heated Path 0 yes Allowable if project meets all requirements as defined in section 1310.2. Only allowed as prescriptive path and must O no be calculated separately from other conditioned spaces. Limited to reduced wall insulation levels. Requires other fuel heating and gyalifvino thermostat Envelope Requirements (enter values as applicable) Minimum Insulation R-values Roofs - Insulation Above Deck Roofs - Metal Building Roofs - Single Rafter _ .. Roofs - Attic and All Others p R- 4-/ • 4 Walls - Mass Walls - Metal Building Walls - Steel Framed Walls - Wood Framed and Other g. el .• Floors - Mass Floors - Steel Joist ( Floors - Wood Framed and Other Maximum F-factors Slabs -on -Grade - Unheated g_ io • REVIEWED FC ODE COMPLIA APPROVED OCT 10 201 City of Tukwi UILDING DM Envelope Requirements ( continued ) Maximum U-factors Vertical Fenestration Non- etal Frame .v 32 RECEI1l )Rleta Frame CITY OF to ce Door 'a v_ zo Skylig s - Without Curb JAN 0 2012 Skyligh - With Curb PERMIT ICEPVER V `(:,0 • Opaqu Doors - Swinging OpaquE Doors - Non -Swinging P Maximum SHGC (or SC) MN/ Fenestration —701rrlorth North �— Doll oc Skylights 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope Summary (back) ENV -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Minimum Requirements for Prescriptive Option Use table to determine if project qualifies for the optional Prescriptive Option. All components must meet the stated Climate Zone Climate; Zone..1 Climate Zone 2• Occupancy Group Nonresidential • ;' ; Residential; Other than Single -Family : Nonresidential Residential,;; Other: than. Single=Family Opaque: Elements ;. : : : Insulation Min. R Value Roofs Insulation Entirely above Deck R-30 c.i. R-38 c.i. R-38 c.i. R-30 c.i. Metal Building R-25 + R-1 1 Ls R-25 + R-1 1 Ls R-25 + R-1 1 Ls R-25 + R-11 Ls Single -Rafter R-38 R-38 R-38 R-38 Attic and Other R-38 adv or R-49 R-38 adv or R-49 R-38 adv or R-49 R-38 adv or R-49 Walls, Above -grade Mass R-5.7 c.i. ' R-11.4 c.i.' R-7.6 c.i. R-13.3 c.i. Metal Building R-13 + R-7.5 c.i. R-19 + R-8.5 c.i. R-13 + R-7.5 c.i. R-19 + R-16 c.i. Steel Framed R-13 + R-7.5c.i. R-19 + R-8.5 c.i. R-13 + R-7.5 c.i. R-19 + R-14 c.i. Wood Framed and Other R-21 R-13 + R- 6 c.i. R-13 + R-7.5 c.i., or R-21 + R-2.5 c.i. R-21 + R-5 c.i. Below Grade Wall Same as above grade Same as above grade Floors Mass R-30 c.i. R-30 c.i. R-30 c.i. R-30 c.i. Steel Joist R-38 + R-4 c.i. R-38 + R-4 c.i. R-38 + R-4 c.i. R-38.0 + R-4 c.i. Wood Framed and Other R-30 R-30 R-30 R-30 Slab -On -Grade Floors Unheated R-10 for 24 in. (with thermal break) R-10 for 24 in. (with thermal break). R-10 for 24 in. (with thermal break) R-10 for 24 in. (with thermal break) Heated R-10 c.i.(with thermal break) R-10 c.i. (with thermal break) R-10 c.i. (with thermal break) R-10 c.i. (with thermal break) Opaque Doors Maximum U-Factor Swinging U-0.600 U-0.400 U-0.600 U-0.400 Non -Swinging U-0.600 U-0.400 U-0.600 U-0.400 Fenestration '0=40% of Wall = Assembly Maximum: U-factor (NFRC Rated) Vertical Fenestration Nonmetal framing U-0.32 U-0.32 U-0.32 U-0.32 Metal framing U-0.40 U-0.40 U-0.4p0 U-0.40 Entrance doors U-0.60 U-0.60 U-0.60 U-0.60 Skylights Without curb (i.e. sloped U-0.50 U-0.50 U-0.50 U-0.50 With curb (i.e. individual unit U-0.60 U-0.60 U-0.60 U-0.60 Fenestration 0-40°%o:of Wall Assembly Maximum'SHGC Factor. Vertical Fenestration SHGC-0.40 all, OR SHGC-0.45 all PLUS permanent PF > 0.50 on west, south, east No Requirement SHGC-0.40 all, OR SHGC-0.45 all PLUS permanent PF > 0.50 on west, south, east No Requirement Skylights SHGC-0.35 SHGC-0.35 SHGC-0.35 SHGC-0.35 The following definitions apply: c.i. = continuous insulation, Ls = liner system (see definitions) Footnote 1: Zone 1, nonresidential walls may be ASTM C90 concrete block walls, ungrouted or partially grouted at 32 inches or Tess on center �rarsr .-ns.rnv .nna .mmnllanra rnrmc tnr NnnracViantlal anti MIIMitamily Footnote 1: Zone 1, nonresidential walls may be ASTM C90 concrete block walls, ungrouted or partially grouted at 32 inches or less on center vertically and 48 inches or Tess on center horizontally, with ungrouted cores filled with material having a maximum thermal conductivity of 0.44 Btu-in/hft2°F. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential ,interior Lighting Summary LTG-INT Revised November 2010 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Project Info Project Address /52.47 5 / S7-, AVE Sa • Date For Building Department Use COPT A 4f4on L I=p)A _PILE Applicant Name: 5a24/ .4 //4T2b�• �vOD�� Applicant Addre : ZI' pL. KJr• a • 7 �� a Oc,' Applicant Phone: 253,- (cS, ea,g /S-, Project Description ❑ New Building 14 Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option $ Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan/room #) Occupancy Description Allowed Watts per ft2 " Gross Interior Area in ft2 Allowed x Area 3A 7gHPc-E & I / f I,3 1 Z78 3 A jZe�J' rRi17ri o. 8b y6z . 136 . ** From Table 15-1 (over) - document all exceptions on form LTG-LPA Total Allowed Watts `Z o 3 Proposed Lighting Wattage Location (floor plan/room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed fOMge-3A-. /Nc-►l4DEScEvT 7 <00 540 g 2 7Z 'f-- a/A. /AJCa 4D:c CST • 2 6:0 / ZC f{qu. /a t 60 60 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 7 Z v Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of R CODE APPROVED OCT 10 2012 City of Tukwila BUILDING DIVISION applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting ttage. pt lighting, note section and exception number, and leave Watts/Fixture blank. RECEIV��,pp CITY of T(J LA JAN 032012 PERMIT CENTER t1z•oo( 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary (back) LTG-INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Prescriptive Spaces Occupancy: Q, Warehouse or Parking Garage ® Other Qualification Che cklist Chklist Note: If occupancy,type is"Other and fixtur answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualifiedvdo•LPA Calktatioos:.-->--- Lighting tures: .iFix,t (Section 1521) . o ❑ Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. , 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T-1, T-2, T-4, T-5, T-8, or CFL lamps, and d) hard -wired electronic , dimming ballasts.. Screw -in CFL fixtures and tracking lighting do not qualify. 2. Metal Halide with a) reflector b) ceramic MH. lamps <=150w c) electronic ballasts 3. LED lights. ,• TABLE 15-1 Unit Lighting Power Allowance (LPA Us& LPA` (W/ft`) Use' LPA` `) Automotive facility 0.85 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5 0.91 _ Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1-3 Occupancies 0.90 Cafeterias, fast food establishments', restaurants/bars' 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retai110, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group 1-1 and 1-2 Occupancies 1.20 Transportation 0.80: Hotel/motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) • 1.62 Workshops 1.20 Laundries 1.20 Libraries' 1.20 Plans Submitted for Common Areas Only' Manufacturing facility 1.20 Main floor building lobbies° (except mall concourses) Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15-1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) .Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w/ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three -quarter -height partitions (transparent or opaque) and lighting for free-standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of furniture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and -specified. on, building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department; excludin'g'majoi:' .'. circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories,l, ii; or. iii plus an additional'' 1,000 watts for each separate tenant larger than 250 square feet in area. i fir, The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling -mounted track or directly on or recessed into the ceiling itself (not on the walla l(lR) Ailrjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescentiand other,fixture•s with two points of track attachment). �" + ' , + . ,r This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be turned off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. n This additional lighting power is allow only if the lighting is actually installed. =l.:.�t '<:•,t,.) 11) P`rdeide hat a floor p)a n, ind)catirig r ck location and height, is submitted, the square footage for a warehouse may, bejdefinedflor j q) � compOtm the interiof)A Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area•(access•side.only) Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59`h Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 February 14, 2013 City of Tukwila Attn: Building Official/Field Inspector FEB 14 2013 �'ERMIT CENTER Subject: Modification of Floor Slab Design, New Temple Building, Sarana International Buddhist Center, 15241 51st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) Dear Sir: On February 13, 2013 this office determined that the two thickened cross - building slab section strips with reinforcing steel are not necessary since adequate resistance to stemwall sliding and overturning are provided by the minor buttress walls along each long side of the building. As a result, the prepared under slab insulation and sheeting being in place, we authorize the placement of the slab concrete. Note that a minor section of slab area will not be poured to allow the through - wall installation of the domestic water service line into the building which has not yet been done. The minor section of slab will be poured when the water service line has been installed and inspected. Thank you for your assistance. Questions relating to this matter may be made directly to this office. Bruce S. MacVeigh, P.E. Civil Engineer EXPIRES: 4/24/ /3 /4 ' r3 tukbudtemple15/1208 1 '2-00 City of Tukwila Attn: Building Official/Field Inspector Bruce S. MacVeigh, P.E. Civil Engineer/Smal Site Geotechnical CIND E,�IVt 14245 59th Ave. S. Tukwila, WA 98168 DEC 312012 Cell: (206) 571-8794 PERMIT CENTER December 31, 2012 Subject: Foundation Soils Inspection, New Temple Building, Sarana International Buddhist Center, 15241 51 st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) Dear Sir: The excavated base soils for the above new building foundation have been observed by this office with the footing forms in place. The soils found were dense silt loams with some sand. The soils in some areas had traces of clay, however the predominant soil matrix would not be governed by the slight amounts of clay. The soils may be considered adequate for a design loading of 2,000 PSF. Additional Discussion/Requirements: 1. Approximately one half of the foundation perimeter was over -excavated an additional 18" due to softer soils encountered. These soils were probably old fill and the over -excavation was appropriate. The footing type remains the type and size as approved and the stemwall will be made higher in those areas. Note that the floor will be slab on grade concrete and the higher stemwall areas do not require any change in design or additional calculations since the backfill will be balanced. 2. Significant water was noted in many areas. This should be removed in the areas where it has accumulated, although an inch or so remaining will be pushed aside by the concrete pour if done progressively around the foundation. 3.4h someaareas the water has been worked into loose] „ udrbpthe4eonstruction'work: -AII of this*mudcnust•beiscraped*awayior.remoye ibunder-theifooting, area -so that_only solid* undisturbed.soils.remain. Note that some standing water may return to the scraped areas, but care should be taken to.not.work those soils and produce moue*IQose=rrretd—s Thank you for your assistance in this matter. Questions relating to this request may be made directly to this office. Bruce S. MacVeigh, P.E. Civil Engineer tukbudtemplel 1 /1208 I EXPIRES: 4/24//3 I 3/ e c-J Ft Pe'l"uud. �""F an®• Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Ce11: (206) 571-8794 March 4, 2012 City of Tukwila Attn: Building Official/Plan Reviewer Subject: Shear Evaluation for Temple Building, Sarana International Buddhist Center, 15241 51 st Avenue S., Tukwila, WA 98168 Dear Sir: Attached are shear wall calculations using the Woodworks program for the new one story building proposed for the above site. Evaluation is conventional. We have found that four additional STHD10 hold downs were required, one on each side of the end doorways. The rest of the structure, including shear wall design, was adequate. The hold downs shown on the minor exterior wall extensions were not needed, but are certainly, by inspection, a good idea of increasing the shear resistance of the building. Should you have any questions, please feel free to contact this office. 041 Bruce S. MacVeigh, P.E. Civil Engineer REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 2012 City of Tukwila BUILDING DIVISION EXPIRES: 4/24//3 ire cnr RFAtitilA MAR`12 2012 PERMIT CENTER Iayva02/1208 INCOMPLETE p12.01Dt WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN Iayvabudhtemple.wsw WoodWorks® Shearwalls 2004b Mar. 4, 2012 17:38:59 Level 1 of 1 45' 106.5 - 40.9 0 0 N 0 0 0.0 - 0.0 - 1 40.9 - 106.5 .5 06. B-1 1FA A-1 1 O rO yO rJ .x vey�M.ni 0Y. 5 i 58.3 - 80.2 80.2 5 5 - 0.0 1,8 802-58.3 w, 0 - 0.0 0 0 90.5 - 25.0 25.0 - 90.5 -15' -10' -5' 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 65' 70' 75' Loads Shown: W; Forces: W + 1.0D. 40' 35' 30' 25' 20' 15' 10' 5' 0' -5' -10' -15' WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN WoodWorks® Shearwalls 2004b Iayvabudhtemple.wsr Project Information DESIGN SETTINGS Mar. 4, 2012 17:51:56 Design Code Wind Standard Seismic Standard IBC 2009 ASCE-7 98 ASCE-7 98 Wind Capacity Increase Shear C&C Panels 1.40 1.50 Load Combinations 0.70 Seismic 1.00 Wind Building Code Capacity Reduction Wind Seismic 1.00 1.00 Nail Withdrawal Modification Duration Temperature Moisture Content Factor Range Fabrication Service 1.60 T<=100F Dry Dry Max Shearwall Offset [ft] Plan Elevation (within story) (between stories) 0.50 - Maximum Height -to -width Ratio Plywood Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked 3.5 3.5 - - - 2.0 1.5 Shearwall Relative Rigidity: Designed capacity using flexible distribution Hold-down Forces: Based on applied shearline force , Seismic Materials: Include gypsum on exterior walls SITE INFORMATION IBC Occupancy ASCE-7 Equivalent Category II - All others Category II - All others Wind ASCE-7 98 general analytic method for all bldgs Seismic ASCE-7 98 equivalent lateral force procedure Design Wind Speed 100mph Exposure Exposure C Enclosure Enclosed Use Group 1 Design Category D Site Profile Class D Topographic Information [ft] Shape Height - - Site Location: - Length - Spectral Response Acceleration S1:0.400g Ss:0.750g Fundamental Period T Used Approximate Ta Maximum T E-W 0.097s 0.097s 0.116s N-S 0.097s 0.097s 0.116s - - Response Factor R 6.00 6.00 EXPIRES: 4/ 24/477-1 WoodWorks® Shearwalls layvabudhtemple.wsr Mar. 4, 2012 17:56:57 Structural Data STORY INFORMATION Story Elev [ft] Floor/Ceiling Depth [in] Wall Height [ft] Ceiling Level1 Foundation 11.83 2.83 2.00 0.0 10.0 9.00 BLOCK and ROOF INFORMATION Block 1 Location X,Y = Extent X,Y = Ridge Y Location, Offset Ridge Elevation, Height Block Dimensions [ft] 1 Story 0.00 60.00 12.00 18.76 E-W Ridge 0.00 24.00 0.00 6.93 Face Roof Panels Type Slope Overhang [ft] North Side 30.0 1.00 South Side 30.0 1.00 East Hip 30.0 1.00 West Hip 30.0 1.00 WoodWorks® Shearwalls Iayvabudhtempie.wsr Mar. 4, 2012 18:00:09 MATERIALS by WALL GROUP Wall Sheathing [in] Fasteners Spcg [in] Framing Members [in] Apply _Burr G/ Material Thick Orient Size Type Edg Fld Blkg Species G Spc Notes 7 1 Ext1 SS incl. OSB 7/16 Vert 10 Nail 6 yes D.Fir-L 0.50 16 3 Int Gyp WB 1-ply Horz 'Sd Nail 7 yes D.Fir-L 0.50 16 Notes:.__ 3. Shear capacity for current design has been increased to the value for 15>32) heathing with same nailing because stud spacing is 16" max. or panel orientation is horizontal. rrj WoodWorks® Shearwalls Iayvabudhtemple.wsr Mar. 4, 2012 18:02:06 J North -South Shearlines Type Wall Group(s) Location X [ft] Extent [ft] Start End Length [ft] FHS [ft] Height [ft] Line 1 Level 1 Line 1, Level 1 Seg 1 0.00 0.00 24.00 24.00 18.00 9.00 Wall 1-1 Seg 1 0.00 0.00 24.00 24.00 18.00 Opening 1 9.00 15.00 6.00 6.75 Line2 Level 1 Line 2, Level 1 Seg 2.00 0.00 24.00 24.00 0.00 9.00 Wall 2-2 Seg 2.00 21.50 24.00 2.50 0.00 Wall 2-1 Seg 2.00 0.00 2.50 2.50 0.00 Line 3 Level 1 Line 3, Level 1 Seg 20.00 0.00 24.00 24.00 0.00 9.00 Wall 3-1 Seg 20.00 0.00 2.50 2.50 0.00 Wall 3-2 Seg 20.00 21.50 24.00 2.50 0.00 Line4 Level 1 Line 4, Level 1 Seg 40.00 0.00 24.00 24.00 0.00 9.00 Wall 4-2 Seg 40.00 21.50 24.00 2.50 0.00 Wall 4-1 Seg 40.00 0.00 2.50 2.50 0.00 Line 5 Level 1 Line 5, Level 1 Seg 58.00 0.00 24.00 24.00 0.00 9.00 Wall 5-2 Seg 58.00 21.50 24.00 2.50 0.00 Wall 5-1 Seg 58.00 0.00 2.50 2.50 0.00 Line 6 Level 1 Line 6, Level 1 Seg 1 60.00 0.00 24.00 24.00 18.00 9.00 Wall 6-1 Seg 1 60.00 0.00 24.00 24.00 18.00 Opening 1 9.00 15.00 6.00 6.75 East-West Type Wall Location Extent [ft] Length FHS Height Shearlines Group(s) Y [ft] Start End [ft] [ft] Ift] Line A Level 1 Line A, Level 1 Seg 1 0.00 0.00 60.00 60.00 39.00 9.00 Wall A-1 Seg 1 0.00 0.00 60.00 60.00 39.00 Opening 1 12.00 18.00 6.00 6.00 Opening 2 28.00 31.00 3.00 6.75 Opening 3 42.00 48.00 6.00 6.00 Opening 4 54.00 56.00 2.00 3.00 Line B Level 1 Line B, Level 1 Seg 1 24.00 0.00 60.00 60.00 42.00 9.00 Wall B-1 Seg 1 24.00 0.00 60.00 60.00 42.00 Opening 1 12.00 18.00 6.00 6.00 Opening 2 42.00 48.00 6.00 6.00 Opening 3 54.00 57.00 3.00 3.00 WoodWorks® Shearwalls Iayvabudhtempie.wsr Mar. 4, 2012 18:02:26 Loads Level 1 ��^ Block F Element Load Wnd Case Dir Surf Dir Prof Location [ft] Start End Magnitude [Ibs,pif,psf] Start Trib Ht End [ft] Block 1 W W->E Wind Line -1.00 0.00 0.0 2.7 Block 1 W W->E Wind Line 0.00 12.00 59.2 91.8 Block 1 W W->E Wind Line 12.00 24.00 91.8 59.2 Biock 1 W W->E Wind Line 24.00 25.00 2.7 0.0 Block 1 E W->E Lee Line -1.00 0.00 0.0 5.5 Block 1 E W->E Lee Line 0.00 12.00 25.0 90.5 Block 1 E W->E Lee Line 12.00 24.00 90.5 25.0 Block 1 E W->E Lee Line 24.00 25.00 5.5 0.0 Block 1 W E->W Lee Line -1.00 0.00 0.0 5.5 Biock 1 W E->W Lee Line 0.00 12.00 25.0 90.5 Block 1 W E->W Lee Line 12.00 24.00 90.5 25.0 Block 1 W E->W Lee Line 24.00 25.00 5.5 0.0 Block 1 E E->W Wind Line -1.00 0.00 0.0 2.7 Block 1 E E->W Wind Line 0.00 12.00 59.2 91.8 Block 1 E E->W Wind Line 12.00 24.00 91.8 59.2 Block 1 E E->W Wind Line 24.00 25.00 2.7 0.0 Block 1 S S->N Wind Line -1.00 0.00 0.0 1.8 Block 1 S S->N Wind Line 0.00 12.00 58.3 80.2 Block 1 S S->N Wind Line 12.00 48.00 80.2 Block 1 S S->N Wind Line 48.00 60.00 80.2 58.3 Block 1 S. S->N Wind Line 60.00 61.00 1.8 0.0 Block 1 N S->N Lee Line -1.00 0.00 0.0 5.5 Block 1 N S->N Lee Line 0.00 ' 12.00 40.9 106.5 Block 1 N S->N Lee Line 12.00 48.00 106.5 Block 1 N S->N Lee Line 48.00 60.00 106.5 40.9 Block 1 N S->N Lee Line 60.00 61.00 5.5 0.0 Block 1 S N->S Lee Line -1.00 0.00 0.0 5.5 Block 1 S N->S Lee Line 0.00 12.00 40.9 106.5 Block 1 S N->S Lee Line 12.00 48.00 106.5 Block 1 S N->S Lee Line 48.00 60.00 106.5 40.9 Block 1 S N->S Lee Line 60.00 61.00 5.5 0.0 Block 1 N N->S Wind Line -1.00 0.00 0.0 1.8 Block 1 N N->S Wind Line 0.00 12.00 58.3 80.2 Block 1 N N->S Wind Line 12.00 48.00 80.2 Block 1 N N->S Wind Line 48.00 60.00 80.2 58.3 Block 1 N N->S Wind Line 60.00 61.00 1.8 0.0 WoodWorks® Shearwalls WIND CSC LOADS layvabudhtemple.wsr Mar. 4, 2012 18:09:14 WoodWorks® Shearwalls layvabudhtemple.wsr Mar. 4, 2012 18:09:14 BUILDING MASSES Levell Force Dir Building Element Block Shear Line Profile Location [ft] Start End Magnitude Trib [Ibs,plf,psf] Width Start End [ft] E->W Roof Block 1 1 Line -1.00 25.00 310.0 310.0 E->W Roof Block 1 6 Line -1.00 25.00 310.0 310.0 N->S Roof Block 1 A Line -1.00 61.00 130.0 130.0 N->S Roof Block 1 B Line -1.00 61.00 130.0 130.0 All Wall 1-1 n/a 1 Line 0.00 24.00 45.0 45.0 All Wall 6-1 n/a 6 Line 0.00 24.00 45.0 45.0 All Wall A-1 n/a A Line 0.00 60.00 45.0 45.0 All Wall B-1 n/a B Line 0.00 60.00 45.0 45.0 WoodWorks® Shearwalls Iayvabudhtemple.wsr Mar. 4, 2012 18:12:33 SEISMIC LOADS Level 1 Force Profile Location [ft] Dir Mag [Ibs,plf,psf] Start End Start End E->W Line -1.00 0.00 62.0 62.0 E->W Point 0.00 0.00 270 270 E->W Line 0.00 24.00 71.0 71.0 E->W Point 24.00 24.00 270 270 E->W Line 24.00 25.00 62.0 62.0 N->S Line -1.00 0.00 26.0 26.0 N->S Point 0.00 0.00 108 108 N->S Line 0.00 60.00 35.0 35.0 N->S Point 60.00 60.00 108 108 N->S Line 60.00 61.00 26.0 26.0 All loads entered by the user or generated by program are specified (unfactored) Ioads.The program will apply a load factor of 0.70 and reliability/redundancy factor to seismic loads before distributing them to the shearlines. WoodWorks® Shearwalls layvabudhtemple.wsr Mar. 4, 2012 18:12:33 Flexible Diaphragm Wind Design North -South Shearlines W Gp For Dir Ld. Case Shear Force [pit] V ribs] V/L V/FHS Int Allowable Shear [plf] Ext Co C Total V fibs] rit. esp. Line 1 Level 1 Ln1, Levl Line 6 1 Both 5079 211.6 282.2 125 364 1.00 A 489 8802 4 0.58 r Ln6, Levl 1 Both 5079 211.6 282.2 125 364 1.00 A 489 8802J 0.58 i East-West W For Shear Force rplf] Allowable Shear [pit] Crit. Shearlines Gp Dir Ld. Case V fibs] V/L V/FHS Int Ext Co C Total V [lbs] Resp. Line A Level 1 LnA, Lev1 1 Both 1603 26.7 41.1 125 364 1.00 A 489 19071 1 0.08 Line B LnB, Levl 1 Both 1603 26.7 38.2 125 364 1.00 A 489 20538 0.08 C- Sheathing Combination: A- Add capacities; S- Strongest only; X- Strongest or twice weakest. WoodWorks® Shearwalls Iayvabudhtempie.wsr Mar. 4, 2012 18:14:52 DRAGSTRUT AND HOLDDOWN FORCES Level 1 Line- Wall Position on Wall Or Opening Location [ft] X Y Ld. Case Holddown Force [Ibs] Shear Dead Uplift Cmb'd Dragstrut Force [Ibs] Line 1 1-1 Left Wall End 0.00 0.00 2540 2540 1-1 Left Opening 1 0.00 9.00 2540 2540 635 1-1 Right Opening 1 0.00 15.00 2540 2540 635 1-1 Right Wall End 0.00 24.00 2540 2540 Line 6 6-1 Left Wall End 60.00 0.00 2540 2540 6-1 Left Opening 1 60.00 9.00 2540 2540 635 6-1 Right Opening 1 60.00 15.00 2540 2540 635 6-1 Right Wall End 60.00 24.00 2540 2540 Line A A-1 Left Wall End 0.00 0.00 370 370 A-1 Left Opening 1 12.00 0.00 370 370 173 A-1 Right Opening 1 18.00 0.00 370 370 12 A-1 Left Opening 2 28.00 0.00 370 370 156 A-1 Right Opening 2 31.00 0.00 370 370 76 A-1 Left Opening 3 42.00 0.00 370 370 234 A-1 Right Opening 3 48.00 0.00 370 370 74 P.-1 Left Opening 4 54.00 0.00 370 370 160 Line B B-1 Left Wall End 0.00 24.00 344 344 B-1 Left Opening 1 12.00 24.00 344 344 137 B-1 Right Opening 1 18.00 24.00 344 344 23 B-1 Left Opening 2 42.00 24.00 344 344 252 B-1 Right Opening 2 48.00 24.00 344 344 92 B-1 Left Opening 3 54.00 24.00 344 344 160 Dead toad contribution to combined force is factored by 1.00 load combination factor WoodWorks® Shearwalls layvabudhtemple.wsr Mar. 4, 2012 18:14:52 ✓ Rigid Diaphragm Wind Design SHEAR RESULTS North -South Shearlines W Gp For Dir Ld. Case Shear Force [pit] V [lbs] V/L V!FHS Int Allowable Shear [pif] Ext Co C Total V [Ibs] ,rit. Reap. Line 1 Level 1 Ln1, Levl 1 Both 5465 227.7 303.6 125 364 1.00 A 489 8802 0.62 Line 6 Ln6, Levl 1 Both 5465 227.7 303.6 125 364 1.00 A 489 880 t 0.62 East-West W For Shear Force [pH] Allowable Shear [pit] Crit. Shearlines Gp Dir Ld. Case V [Ibs] V/L V!FHS Int Ext Co C Total V ribs] Resp. Line A Level 1 LnA, Levl 1 Both 1605 26.8 41.2 125 369 1.00 A 989 1907 0.08 Line B LnB, Levi 1 Both 1693 28.2 90.3 125 369 1.00 A 989 20538\ t -0.08 e C- Sheathing Combination: A- Add capacities; S- Strongest only; X- Strongest or twice weakest. • WoodWorks® Shearwalls Iayvabudhtempie.wsr Mar. 4, 2012 18:18:09 Level 1 - -- Line- Wall - - -. -- - Position on Wall Or Opening Location [ft] X Y Ld. Case Holddown Force [Ibs] Shear Dead Uplift Cmb'd Dragstrut Force [Ibs] Line 1 1-1 Left Wall End 0.00 0.00 2733 2733 1-1 Left Opening 1 0.00 9.00 2733 2733 683 1-1 Right Opening 1 0.00 15.00 2733 2733 683 1-1 Right Wall End 0.00 24.00 2733 2733 Line 6 6-1 Left Wall End 60.00 0.00 2733 2733 6-1 Left Opening 1 60.00 9.00 2733 2733 683 6-1 Right Opening 1 60.00 15.00 2733 2733 683 6-1 Right Wall End 60.00 24.00 2733 2733 Line A A-1 Left Wall End 0.00 0.00 370 370 A-1 Left Opening 1 12.00 0.00 370 370 173 A-1 Right Opening 1 18.00 0.00 370 370 12 A-1 Left Opening 2 28.00 0.00 370 370 156 A-1 Right Opening 2 31.00 0.00 370 370 76 A-1 Left Opening 3 42.00 0.00 370 370 235 A-1 Right Opening 3 48.00 0.00 370 370 74 A-1 Left Opening 4 54.00 0.00 370 370 161 Line B B-1 Left Wall End 0.00 24.00 363 363 B-1 Left Opening 1 12.00 24.00 363 363 145 B-1 Right Opening 1 18.00 24.00 - 363 363 24 B-1 Left Opening 2 42.00 24.00 363 363 266 B-1 Right Opening 2 48.00 24.00 363 363 97 B-1 Left Opening 3 54.00 24.00 363 363 169 Dead load contribution to combined force is factored by 1.00 load combination factor /2/ WoodWorks® Shearwalls layvabudhtemple.wsr Mar. 4, 2012 18:18:09 Wind Suction Design DDING by SHEARLINE Line North -South Shearlines Lev Grp Sheathing [psf] Force Cap Force/ Cap Force End Fastener Withdrawal [Ibs] Cap Force/Cap Int End Int Service Cond Factors Temp Moist 1 1 1 29.3 45.0 0.65 39 32 141 0.28 0.22 1.00 1.00 6 1 1 29.3 45.0 0.65 39 32 141 0.28 0.22 1.00 1.00 East-West Sheathing [psf] Fastener Withdrawal [ibs] Service Cond Shearlines Force Cap Force/ Force Cap Force/Cap Factors Line Lev Grp Cap End Int End Int Temp Moist A 1 1 29.3 45.0 0.65 39 32 141 0.28 0.22 1.00 1.00 B 1 1 29.3 45.0 0.65 39 32 141 0.28 0.22 1.00 1.00 /34 WoodWorks® Shearwalls layvabudhtemple.wsr Mar. 4, 2012 18:19:52 Design ) Flexible Diaphragm Se ismic Building Area Mass [Ibs] [sq.ft] - Story Shear [Ibs] E-W N-S Shear Ratio Rmax E-W N-S Reliability Factor p E-W N-S Levell Structure 23680 1440 23680 - 2368 2368 2368 2368 0.128 0.278 - - -2.11 0.10 1.00 1.00 Vertical Earthquake Load Ev = 0.2 Sds D; Sds = 0.60 Ev = 0. v..v North -South Shearlines W Gp For Dir H/W Fact. Int Ext Shear Force [plf] V [Ibs] V/L V/FHS Int Allowable Shear [plf] Ext Co C Total V [Ibs] - . Resp. Line 1 Level 1 Lnl, Levl 1 Both 1.0 1.0 829 34.5 46.0 125 260 1.00 S 260 468i 0.18 Line 6 Ln6, Levl 1 Both 1.0 1.0 829 34.5 46.0 125 260 1.00 S 260 46:0 0.18 East-West W For H/W Fact. Shear Force [plf] Allowable Shear [plf] Crit. Shearlines Gp Dir Int Ext V [Ibs] V/L V/FHS Int Ext Co C Total V [Ibs Resp. Line A Level 1 LnA, Levl 1 Both 1.0 1.0 829 13.8 21.3 125 260 1.00 S 260 1014. 0.08 Line B LnB, Levl 1 Both 1.0 1.0 829 13.8 19.7 125 260 1.00 S 260 10920 0.0 C- Sheathing Combination: A- Add capacities; S- Strongest only; X- Strongest or twice weakest. /qVil • WoodWorks® Shearwalls layvabudhtempie.wsr Mar. 4, 2012 18:19:52 DRAGSTRUT AND HOLDDOWN FORCES Level 1 Line- Wall Position on Wall Or Opening Location [ft] X Y Shear Holddown Force [Ibs] Dead Uplift Cmb'd Dragstrut Force [Ibs] Line 1 1-1 Left Wall End 0.00 0.00 414 414 1-1 Left Opening 1 0.00 9.00 414 414 104 1-1 Right Opening 1 0.00 15.00 414 414 104 1-1 Right Wall End 0.00 24.00 414 414 Line 6 6-1 Left Wall End 60.00 0.00 414 414 6-1 Left Opening 1 60.00 9.00 414 414 104 6-1 Right Opening 1 60.00 15.00 414 414 104 6-1 Right Wall End 60.00 24.00 414 414 Line A A-1 Left Wall End 0.00 0.00 191 191 A-1 Left Opening 1 12.00 0.00 191 191 89 A-1 Right Opening 1 18.00 0.00 191 191 6 A-1 Left Opening 2 28.00 0.00 191 191 81 A-1 Right Opening 2 31.00 0.00 191 191 39 A-1 Left Opening 3 42.00 0.00 191 191 121 A-1 Right Opening 3 48.00 0.00 191 191 38 A-1 Left Opening 4 54.00 0.00 191 191 83 Line B B-1 Left Wall End 0.00 24.00 178 178 B-1 Left Opening 1 12.00 24.00 178 178 71 B-1 Right Opening 1 18.00 24.00 178 178 12 B-1 Left Opening 2 42.00 24.00 178 178 130 B-1 Right Opening 2 48.00 24.00 178 178 47 B-1 Left Opening 3 54.00 24.00 178 178 83 ea load contribution to combmed force is factored by 0.516 due to load combination factor and vertical seismic force WoodWorks® Shearwalis SEISMIC INFORMATION N layvabudhtemple.wsr Mar. 4, 201218:20:24 Rigid Diaphragm Seismi Building Mass [Ibs] Area \ [sq.ft] Story bs] N-S Shear Ratio Rmax E-W N-S Reliability Factor p E-W N-S C- Levell 23680 1440 2368 2368 0.125 0.278 -2.22 0.10 Structure 23680 - 2368 2368 - - 1.00 1.00 ertIcal Earthquake Load Ev = 0.2 Sds D; Sds = 0.60; Ev = 0. SHEAR RESULTS North -South Shearlines W Gp For Dir H/W Fact. Int Ext Shear Force [pit] V [Ibs] V/L V/FHS Int Allowable Shear [pH] Ext Co C Total V [Ibs] Crit. Re . Line 1 Level 1 Ln1, Lev1 1 Both 1.0 1.0 892 37.2 49.5 125 260 1.00 S 260 4680 0.19 Line 6 Ln6, Levl 1 Both 1.0 1.0 892 37.2 49.5 125 260 1.00 S 260 4680 0.19 r East-West W For H/W Fact. Shear Force [plf] Allowable Shear [plf] Crit. Shearlines Gp Dir Int Ext V [Ibs] V/L V/FHS Int Ext Co C Total V [Ibs] Resp. Line A Level 1 LnA, Levl 1 Both 1.0 1.0 830 13.8 21.3 125 260 1.00 S 260 10140 0.08 Line B LnB, Levl 1 Both 1.0 1.0 875 14.6 20.8 125 260 1.00 S 260 10920 0.08 thin - Sheag Combination: A- Add capacities; S- Strongest only; X- Strongest or twice weakest. 0(L • WoodWorks® Shearwalls Iayvabudhtemple.wsr Mar. 4, 2012 17:44:19 DRAGSTRUT AND HOLDDOWN FORCES Level 1 Line- Wall Position on Wall Or Opening Location [ft] X Y Holddown Force [Ibs] Shear Dead Uplift Cmb'd Dragstrut Force [Ibs] Line 1 1-1 Left Wall End 0.00 0.00 446 446 1-1 Left Opening 1 0.00 9.00 446 446 111 1-1 Right Opening 1 0.00 15.00 446 446 111 1-1 Right Wall End 0.00 24.00 446 446 Line 6 6-1 Left Wall End 60.00 0.00 446 446 6-1 Left Opening 1 60.00 9.00 446 446 111 6-1 Right Opening 1 60.00 15.00 446 446 111 6-1 Right Wall End 60.00 24.00 446 446 Line A A-1 Left Wall End 0.00 0.00 192 192 A-1 Left Opening 1 12.00 0.00 192 192 89 A-1 Right Opening 1 18.00 0.00 192 192 6 A-1 Left Opening 2 28.00 0.00 192 192 81 A-1 Right Opening 2 31.00 0.00 192 192 39 A-1 Left Opening 3 42.00 0.00 192 192 121 A-1 Right Opening 3 48.00 0.00 192 192 38 A-1 Left Opening 4 54.00 0.00 192 192 83 Line B B-1 Left Wall End 0.00 24.00 188 188 B-1 Left Opening 1 12.00 24.00 188 188 75 B-1 Right Opening 1 18.00 24.00 188 188 13 B-1 Left Opening 2 42.00 24.00 188 188 138 B-1 Right Opening 2 48.00 24.00 188 188 50 B-1 Left Opening 3 54.00 24.00 188 188 88 Dead load contribution to combined force is factored by 0.516 due to load combination factor and vertical seismic force /747 / 3 3 — /30 — CORRECTION Sgc-z/oAe •/V-s- T/, /27,57)24---/, 4 ,4 y,/"` z� / (/;/"=ZI APPROVED OCT 10 2012 City of Tukwila PUBLIC Works REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 20121 City of Tukwila BUILDING DIVISION RECEIVED JUN o72013 �61� �N1% RECEIVED JUN 04 2012 PERMIT CENTER City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director February 16, 2017 Polwatte Pangnananda 15241 51 Ave S Tukwila, WA 98188 RE: Request for Extension #6 Permit Number D12-001 Dear Mr. Pangnananda, This letter is in response to your written request for an extension to Permit D 12-001. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through October 12, 2017. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, -1›,d) Bill Rambo Permit Technician File: Permit No. D12-001 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov • SARANA INTERNATIONAL BUDDHIST CENTER Peaceful mind toward path 15241 51St Ave S Tukwila WA 98188 Phone:(206)859-7034 E-mail: sibc2012@yahoo.com Web: sibc-wa.org Polwatte Pangnananda Sarana International Buddhist Center 15241 51st Ave S, Tukwila, WA 98188 (206) 859-7034 February 06, 2017 Permit Center Department of Community Development City of Tukwila, 6300 South center Boulevard Suite#100 Tukwila, WA 98188 (206)431-3670 Ref: Permit D12-001 Dear Sir, This letter is to request for an extension to permit D12-001. Due to raining and snowing in this season, we cannot continue the project at Sarana International Buddhist Center as planned. As soon as the weather becomes normal we will continue our work. At the above mention, we would like to ask for the extension of permit number D12-001. . We are happy to finish our project quite soon. Thank you. Sincerely Polwatte Pangnananda Abbot of SIBC RECEIVED CITY OF TUKWILA FEB 0 ,8 2017 PERMIT CENTER Request for Extension # (a Current Expiration Date: Extension Request: Approved for days Denied (provide explanation) Signature/Initials I,f Together, we build a greater multi culture Buddhist Society City of Tukwila Department of Community Development November 08, 2016 POLWATTE PANGNANANDA 15241 51 AV S TUKWILA, WA 98188 RE: Correction Letter # 1 to Revision #2 DEVELOPMENT Permit Application Number D12-001 SARANA INTERNATIONAL BUDDHIST - 15241 51 AV S Dear POLWATTE PANGNANANDA, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING - R DEPARTMENT: Carol Lumb at 206-431-3661 if you have questions regarding these comments. • 1. The site plan submitted does not match the previously approved plans,under Revision'#1 - please review the plans approved under Revision #1 and reconcile parking stall layout, location of landscape islands, etc. keeping in mind the requirements of the original design review approval, particularly the protection and retention of the two large evergreen trees in the parking lot andtthe area required around these trees to be mulched to protect the root zone.2. The original landscaping plans included trees, shrubs and groundcover - the landscaping plans submitted under Revision #2 are missing the shrubs and trees. Revise the landscaping plan to provide shrubs and groundcover in addition to the trees, as required by TMC 18.52.3. The revised landscaping plans do not show the grasscrete that was indicated on the Revision #1 landscaping plans to protect the drip line of the two large evergreens. These two trees were the subject of an arborist's report and protection recommendations in 2012. Revise the landscaping plans to show the protection of the drip line with grasscrete for these two trees.4. Page 2 of the Revision #2 landscaping plans include notes for an irrigation system, but there are no irrigation plans provided. Provide plans for the permanent irrigation system, as required by TMC 18.52. We are happy to meet with you to discuss the corrections noted above. Please call to schedule an appointment so that the appropriate staff are available. 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 inperson 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, Bill Rambo Permit Technician File No. D12-001 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 22, 2016 Polwatte Pangnananda 15241 51 Ave S Tukwila, WA 98188 RE: Request for Extension #5 Permit Number D12-001 Sarana International Buddhist Center Dear Mr. Pangnananda, This letter is in response to your written request for an extension to Permit D12-001. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through April 12, 2017. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Rachelle Ripley Permit Technician File: Permit No. D12-001 W:\Pcrmit CenteAExtension Letters\Permits\2012\D12-001 Permit Extension.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • SARANA INTERNATIONAL BUDDHIST CENTER 15241 51 St Ave S Tukwila WA 98188 Tel:(206)277-8399 E-mail: sibc2012@yahoo.com Web: sibc-wa.org September 16, 2016 City of Tukwila. Dept. of Community Development RE: permit No. D12-001 Sarana International Buddhist Center 152451 51st Ave South. Permit Center: Request for Extension # Current Expiration Date: 10 Extension Request: Approved for Denied (provide explanation) days Signature/Initials This latter is to ask for an extension for the permit D12-001. We are looking forward to start very soon asphalt and parking lot together with landscape. The reason for this is due to the cost of the work, and the time it takes the small community to produce the budget required. Thank you in advance for taking into consideration the situation, and looking forward to a positive result. Sincerely, RECEIVED CITY OF TUKWILA SEP 19 2016 PERMIT CENTER Together, we build a greater multi culture Buddhist Society City of Tukwila Department of Community Development 9/2/2016 POLWATTE PANGNANANDA 15241 51 AV S TUKWILA, WA 98188 RE: Permit No. D12-001 SARANA INTERNATIONAL BUDDHIST 1524151AVS Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/12/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/12/2016, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Rachelle Ripley Permit Technician File No: D12-OOl Vq7Afy 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • City of Tukwila Department of Community Development July 18, 2016 POLWATTE PANGNANANDA 15241 51 AV S TUKWILA, WA 98188 RE: Correction Letter # 2 to Revision #1 DEVELOPMENT Permit Application Number D12-001 SARANA INTERNATIONAL BUDDHIST - 15241 51 AV S Dear POLWATTE PANGNANANDA, • Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11 x 17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. This permit revision shows additional work with the installation of the eco blocks which are not included in the scope of work. For clarification indicate if the eco block wall installation is to be added to this permit, or if it is intended to apply for a separate building permit. Additional fees may apply, contact the permit center and provide clarification. 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, Bill Rambo Permit Technician File No. D12-001 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Bruce S. MacVeigh, P.Ef Civil Engineer/Small Site Geotechnical 14245 59h Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 City of Tukwila June 28, 2016 Attn: Planning Review/Building Official/ Field Inspector/Development Engineering Subject: Plan Revisions and Submittals, New Temple Building, Sarana International Buddhist Center, 15241 51 st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) Permit Number: D12-001 CORRECTION 40 REVISION NO Dear Sirs: LTR# ° The following revised,plans and new material are submitted for review. Provided information is to assist in the review of this long progressing project. 1. Revised Landscape Plan - Provided is an updated plan with some modifications from that originally submitted and approved. The overall concept is unchanged. 2. Landscaping Irrigation System Plan - New with this submittal. Provided is a fairly standard landscaping irrigation plan. It uses conventional materials and controls. To allow for the large area to be irrigated it is divided into three zones, and will be equipped with a timer. It will be installed by a professional landscape contractor. We reserve the right to adjust the system during construction based on the recommendations of the contractor and City inspector to provide optimum performance. 3. Revised Site Improvement Plan ("Engineerinq Plan") - Three areas adjusted, all minor. - The old site retaining wall in the middle of the parking area, since removed, has been eliminated on Sheet 3 of the plan set. That particular drawing, showing the old wall, was only for the layout of the permeable pavement layout, which is substantially unchanged. - In the northeast corner of the property, the field of planted shrubs has been removed to match the revised Landscaping Plan. This revision is on Sheet 1. Since this is the "Engineering Plan", we have only revised this item to avoid confusion during installation of the new site landscaping. - We have confirmed the shown locations' of the Eco-Block walls on Sheet 1. No particular changes for this submittal, however we have separately evaluated the block walls in a separate evaluation letter (see below). 4. "Eco-Block" Evaluation Letter - Provided for engineering review. Evaluates in general the two block high walls, and provides calculations for the three block high portion of wall along the north edge of the site near the new building entrance. The block walls as constructed are satisfactory and no remedial measures are required. Thank you for your assistance. Sincerely, rUeS. MacVeigh, Civil Engineer RECEIVED CITY OF TUKW'ILA JUN 2 8 2016 PERMIT CENTER tukbudtemplel9/1208 1 CORREQTIoN LTR# �ruce S. MacVeigh, P. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 REVISION Cell: (206) 571-8794 City of Tukwila June 26, 2016 Attn: Planning Review/Building Official/Field Inspector Subject: "Eco-Block" Wall Evaluation, New Temple Building, Sarana International Buddhist Center, 15241 51 st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) Dear Sir: As part of the ongoing development of the above site, several "Eco-Block" type walls have been installed. Most have been about 4 feet (two blocks) high, and while some theoretically have minor parking lot traffic loading, they are by field inspection and experience found to be acceptable for installed locations. The two block high walls are mostly along the south area of the site and retain compacted structural pit run fill. Along the north edge of the site, near the new temple building and its nearest parking area, a section of wall has been constructed which is three blocks high, or about 6 feet. These were installed against a cut embankment approximately 5 feet south of the site's north property line. In some sections an upslope grade line exists to the property line. Observed soils in the full depth of the cut prior to block placement indicates a uniform dense sandy silty loam. This soil is similar to that observed in all other areas of the site during soils investigation for on -site pavement drainage infiltration trenches. These higher three block high areas are evaluated in attached calculations. Based on the observed soils in that area the following design factors are used. A non -traffic soil surcharge of 20 psf is added to the overturning calculated forces. A soil equivalent density (active) of 15 pcf is used. This number, lower than often used, reflects the stability observed in the cut bank. (The new walls in this respect more realistically mimic a non-structural rockery than a full soil loaded retaining wall.) The usual Safety Factor of 1.5 is added to the design loading. The blocks are 2' x 2' x 6' (approx. length, not. important). The blocks were placed on a proper crushed rock base. While embedment is not the usual 6", as observed they are okay for this installation. The joints of the block rows are staggered and the blocks have top interlock strips. Based on the observed installation, the blocks as placed are acceptable. Note that several additional areas of the three block section may be added to the east, but would be only two blocks high, and are acceptable without further evaluation. Attached are photographs of the three Sin ice S. MacVeigh, P.E. Civil Engineer ection. Thank you for your assistance. RECEIVED CITY OF T UKWLA tukbudtemple18/1280 28 20i6 PERMIT CENTgR I EXPIRES: 4/24// 7 1 L • 2 TriAe '1/6 FV4/k (i9 ' ©F S /804 900 Psf ECE VED OF LJ WLLA JUN 28 2016 • o >7,35� 0� �r 2'/Sc ! / B o c, '# e /B cad ,os. ova PSG/// • Sarani International Buddhist Temple 15241 51st Avenue South Tukwila, Washington 98188 CORRECTION LTR# June 27, 2016 40 To Whom it May Concern: s. Regarding information requested by the TMP (Transportation Management Program): Buddhist holidays and festivals celebrated at the Saran/ Buddhist Temple are • Buddhist New Year, at the time of the first full moon in April; • Vesak, or Buddha's Day, at the time of the first full moon in May; • and Kathina Ceremony, or Robe Offering Ceremony. There is attendance of between 120 - 150 people at each celebration. There are 58 parking stalls available on site, including 2 for handicap and 8 for family and group carpooling, which provides enough parking for those attending within the property. Should there be an overflow of people, it is also possible to park at a nearby business parking area having authorization. There is an average of 30 to 40 people on a monthly basis attending services at the temple. We will revise the TMP provision monitoring for overflow parking shuttle service for L 11-026. Otherwise, there will be striped parking stalls on site. We will provide information on the Sarani Buddhist Temple website for carpooling. Thank you, 6a7 Pa/watte Pangnanananda RECEIVED CITY OF `V UKWILA JUN282016 PERMIT CENTER • • • 6/112016 Buddhist holidays and festivals - ReligionFacts Buddhist holidays and festivals Buddhism's Sacred Days Buddhist New Year The Buddhist New Year is celebrated on different days throughout the world. In Theravadin countries (Thailand, Burma, Sri Lanka, Cambodia and Laos), the new year is celebrated for three days from the first full moon day in April. In Mahayana countries, the new year usually starts on the first full moon day in January, and Tibetan Buddhists generally celebrate it in March. Vesak (Buddha Day) Vesak is the birthday of the Buddha and the most important festival in Buddhism. On the first full moon day in May, Buddhists all over the world celebrate the birth, enlightenment and death of the Buddha in a single day. The name "Vesak" comes from the Indian month of that name in which it is held. Kathina Ceremony (Robe Offering Ceremony) The Kathina Ceremony is held on any convenient date within one month of the conclusion of the three month rains retreat season (Vassa). On this day, the laity (non-monastics) offer new robes and other necessities to the monks and nuns. RECEIVED CITY OF TUK ILA JUN 2 8 2016 PERMIT CENTER • • City of Tukwila Department of Community Development May 13, 2016 BRUCE MACVEIGH, PE 14245 59T" AVE S TUKWILA, WA 98168 RE: Correction Letter # 1, Revision #1 DEVELOPMENT Permit Application Number D12-001 SARANA INTERNATIONAL BUDDHIST - 15241 51 AV S Dear MR. MACVEIGH, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING - R DEPARTMENT: Carol Lumb at 206-431-3661 if you have questions regarding these comments. • 1. In accordance with the conditions of the Sarana Temple Parking Determination, L11-026 (copy attached), amend the proposed Transportation Management Program (TMP) as follows: a. Establish a preferred parking area for families and groups that carpool with four or more persons per car and identify on the site plan. This area shall be established and clearly delineated prior to final occupancy. b. Revise the TMP to include provisions for monitoring and updating the program, as specified in the Notice of Decision for L11-026. c. Include provisions for managing overflow parking in the event that parking demand exceeds expectations (e.g. shuttle service, parking attendants). d. Stripe the parking stalls to ensure efficient use of the area dedicated to parking. e. Add information to the Buddhist Temple's web site encouraging carpooling. The City is willing to provide the temple with a transportation options brochure and conduct an initial training session to assist with satisfying the information and education condition. Contact Rose Warren, Lead Transportation Outreach Coordinator, at 206-431-3687 or Rose.Warren@tukwilawa.gov to schedule a training session and/or request outreach materials. 2. Submit a landscaping plan that reflects the revisions to the landscaping plans for the site, particularly the front gathering area. The landscaping shown on the Revision #1 plan do not reflect what is proposed. 3. The landscaping illustrated on the grasscrete sheet (3/3) does not match what is shown on sheet 1 - please reconcile the two sheets. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can beiaed at (206)433-7165. • Sincerely, Rachelle Ripley Permit Technician File No. D12-OOI 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 truce S. MacVeigh, P.E. • Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Ce11: (206) 571-8794 April 11, 2016 Subject: Transportation Management Program - New Temple Sanctuary Building, Sarana International Buddhist Center 15241 51st Avenue S. Tukwila, WA 98168 (PN: 222304-9019) This program is provided to give guidance for the internal and general transportation needs of the people attending functions at the new sanctuary temple building and its associated site. Information and Education - When the building is occupied, informational material and advisory signage will be used to encourage people to carpool to and from activities on the site. Demand Reduction Strategies - When the building is occupied, informational material and advisory signage will be used to encourage people to carpool to and from activities on the site. Demand Management Strategies - Overflow parking demand is not anticipated for activities at this site. Signage complying with TMC Title 19 will be provided prior to full occupancy of the new building on site. Internal Circulation Strategies - Due to the configuration of the redesigned parking area serving the site, "One -Way" aisle circulation is required. The revised site improvement plan provides the location of "One -Way" pavement arrows, "Do Not Enter" signs, "One -Way" signs and "Exit Only" signs. Activity participants will be encouraged to follow the guidance provided by the signage. The site layout and continuing use is very simple, essentially a religious worship building with ongoing typical functions. People will go there, park, attend activities, and leave. Questions relating to the above Traffic Management may be directed to the abave:e inner office or to the administrative leader of the site. C fl \' OF T U K W I L A APR 1 2016 PERMIT CENTER • • Bruce S. MacVeigh, P.E. Civil Engineer tukbudtempletransmgtprog0l /1208 1 truce S. MacVeigh, P.E. S Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukvvila, WA 98168 Cell: (206) 571-8794 April 11, 2016 City of Tukwila Attn: Review Staff Subject: Summary of Remaining Site Work - NevG Temple Sanctuary Building, Sarana International Buddhist Center 15241 51st Avenue S. Tukwila, WA 98168 (PN: 222304-9019) RECEIVED API? 15 2016 TUKWILA PUBLIC WORKS REVIION NOL The following summarize the remaining site work required to be completed for the occupancy of the new sanctuary temple building to be made permanent: On -Site: Item Quantity Finish Parking Lot Grading 300 cy AC Pavement - HMA 1/2" 2,000 sy Porous AC Pavement 300 sy 6" Extruded Conc Curbing 750 If Pavement Striping, etc. lump sum est. Signs, misc. lump sum est. Total On -Site Costs Off -Site: AC Driveway Apron Total Off -Site Costs Total Remaining Costs lump sum est. Questions relating to the above may be directed to this office. Bruce S. MacVeigh, P.E. Civil Engineer Est. Cost $ 2,000 $20,000 $ 5,000 $ 5,500 $ 1,500 $ 1,000 $35,000 $ 3,500 $ 3,500 $38,500 RECEIVED CITY OF TUKWILA APB 42096 PERMIT CENTER tukbudtempleremainingsitework0l/1208 Wei truce S. MacVeigh, P.E. • Civil Engineer/Small Site Geotechnical 14245 59t Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 April 11, 2016 City of Tukwila Attn: Review Staff Subject: Parking Lot Stormwater Trench Inspection - NevV Temple Sanctuary Building, Sarana Intemational Buddhist Center 15241 51 st Avenue S. Tukwila, WA 98168 (PN: 222304-9019) Dear Sir: RECEIVED APR 152016 TKWILA PUBLI WORKS REVI5IO Na � The three substantial site pavement stormwater infiltration trenches were installed per the approved site plans. This office was on site for general site observations during the actual installation of the trenches and their associated catch basins. The installation occurred over a period of approximately one month in mid-2015. The dimensions, depth and type of drainage rock, the filter fabric covering and perforated pipe placement were all per approved practice and following the approved site plan design very closely. During the observations and site visits, the installing contractor was consulted with routinely. No special guidance was required since the contractor was experienced in this type of work, and no alterations or modifications were necessary for the work in progress. In summary, the trenches were properly installed very closely in accordance with the approved plans. For record purposes, they may be considered to be of the same construction, location and dimensions as shown on the approved site improvement plan. Note that due to general parking lot grading adjustments made at the same time as the trench installation, the finished catch basin rim elevations will vary from the original plan. Their finished rim and I.E. information will be updated on the As -Built drawings per usual practice. . RECEIVED CITY OF TUKWILA Qu 1 2016 PERMIT CENTER; -- Questions relating to the above may be directed to this office. Bruce S. MacVeigh, Civil Engineertukbudtempletrenchinsp0l/1208 EXPIRES: 4/24/ //#f'? 2' 001 i • City of Tukwila Department of Community Development 12/1/2015 POLWATTE PANGNANANDA 15241 51 AV S TUKWILA, WA 98188 RE: Permit No. D12-001 SARANA INTERNATIONAL BUDDHIST 1524151AVS Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the international Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 1/11/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 1/11/2016, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Rachelle Ripley14 Permit Technician File No: D12-001 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 4 i t sn City of Tukwila December 14, 2015 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Polwatte Pangnananda 15241 51 Ave S Tukwila, WA 98188 RE: Request for Extension #4 Permit Number D12-001 Sarana International Buddhist Center Dear Mr. Pangnananda, This letter is in response to your written request for an extension to Permit D 12-001. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through July 11, 2015. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, ey, Bill Rambo Permit Technician File: Permit No. D12-001 W:\Permit Center\Extension Letters\Permits\2012\D12-001 Permit Extension #3.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 SARAN/INTERNATIONAL BODDHIST CENTER 15241 51 st Avc S Tukwila WA 98188 (206) 277-8399 www. sibc-tukwila.org 12/07/2015 Building Official Department of Community Development City of Tukwila 6300 Southcenter Boulevard Suite 100 Tukwila WA 98188 RE: Permit No. D12-001 Sarana International Buddhist Center 15241 51 AV S Dear Sir/Madam Request for Extension # Current Expiration Date: 17 l :) 1 (.o Extension Request: Approved for f 0 O days Denied (provide explanation) Signature/Initials Request for Permit Extension I would like to request an extension of 180 days to continue on the landscaping of the premises. This extension will allow us to finish on the following work. • Landscaping • Asphalt sealing • Paving of parking space I will call the City of Tukwila Inspection Request Line to schedule the final inspection once this work is complete. Thank you for your assistance. Sincerely y Polwatte Pangnanan Chief Monk CITV Of TUKWILA IDEC 07. 2015' PERM rCENTER Together, we build a greater multi -cultural Buddhist society City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 14, 2015 Bruce S. MacVeigh, P.E. 14245 59`1' Ave. So Tukwila, WA 98168 206-571-8794 Re: Temporary Certificate of Occupancy for Permit D12-001 Dear Mr. Bruce S. MacVeigh: I am in receipt of your letter dated September 6, 2015 requesting a Temporary Certificate of Occupancy for the New Temple Building, Sarana International Buddhist Center. I have carefully read your letter, reviewed the project file, and considered your request. Unfortunately, a Certificate of Occupancy cannot be issued at this time. The final building inspection has not been called for or made. The Public Works and Planning Departments have not inspected or approved the project. In order to issue a Certificate of Occupancy all work has to be completed, inspected, and approved by all departments. If you have any questions please contact me directly at 206-431-3675. Respectfully C/ Jerry E Hight Building Official Cc: File 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 City of Tukwila September 6, 2015 Attn: Building Official/Field Inspector a =% pE ma c tOS Subject: Temporary Occupancy of Completed Sanctuary Building, New Temple Building, Sarana International Buddhist Center, 15241 51st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) Dear Sir: Recently fire damage has made the older converted residence sanctuary building unusable pending repairs and necessary upgrades. For this reason the temporary use of the new sanctuary/meditation building is required to continue important routine religious activities at the site. On September 4, 2015 the above new building was visited to verify its suitability for use. The building is a new sanctuary/meditation building constructed under permit over the last three years. It is rated by code as an Assembly Use structure. The building is one story with two main entrances, and with full sprinkler system installed. All work to date has been City of Tukwila inspected. The building is complete for use. The only significant remaining part of the building permit is the formal paving of the parking area. Note that the major parking lot infiltration system has been installed and inspected, and the actual paving work is awaiting funding. Associated recent grading and gravelling done with the storm system installation has allowed the original parking lot to remain suitable for continued use. A small corner of the parking lot area in the southwest part of the site requires the installation of several more eco-blocks and fill, however this area is not necessary for the projected 40 cars maximum using the parking area, pending final paving. Based on the above, the new building and temporary graveled parking area are safe and effective for use for the site's activities. The Temple is actively working towards obtaining pavement funding, thus ensuring the temporary nature of the unfinished work on the site. Thank you for your assistance. Questions relating to this matter may be made directly to this office. Sincerel del Bruce S. MacVeigh, P.E. Civil Engineer tukbudtemplel7/1208 J'LPP ', 5 �kr COMPLETED NEW BUILDING AND GRADED GRAVEL PARKING AREA ALL WEATHER GRAVEL SURFACE SUITABLE FOR TEMPORARY USE 2 City of Tukwila Department of Community Development 3/2/2015 POLWATTE PANGNANANDA 15241 51 AV S TUKWILA, WA 98188 RE: Permit No. D12-001 SARANA INTERNATIONAL BUDDHIST 15241 51 AV S Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/19/2015. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/19/2015, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 'tg.P Bill Rambo Permit Technician File No: DI2-001 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 r� 1 �qs Cif),o f Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director March 13, 2015 Polwatte Pangnananda 15241 51 Ave S Tukwila, WA 98188 RE: Request for Extension #3 Permit Number D12-001 Sarana International Buddhist Center Dear Mr. Pangnananda, This letter is in response to your written request for an extension to Permit D 12-001. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through October 19, 2015. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D12-001 W:\Pernut Center\Extension Letters\Permits\2012\D12-001 Permit Extension #3.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 3/9/2015 City Of Tukwila Department of Community Development 6300 South center Boulevard, Suite #100 Tukwila, WA 98188. Atten: Bill Rambo, Re: Permit No : D12-001 Sarana International Buddhist Center 15241 j1n Ave, South. Tukwila, WA 98188 Dear Bill Rambo, RECEIVED crry TUNWILA MAR 10 2015 PERRMT COW We are in receipt of your letter informing us of our permit which is going to be expiring on 4/19/2015. We are requesting an extension of 180 days so here is why. The building has been completed and inspected and passed the fire codes. The landscaping and parking areas are partially done, but still need to be completed. We were not able to complete this due to the winter weather conditions and also lack of funding. As you may know we are a non-profit spiritual facility and rely solely upon donations from our congregation. We feel certain that we will be able to begin work again and move forward with this project Thank you for your consideration and help. Sincerely, Polwatte Pangnan r daf Abbot of Sarana Int'l ;Buddhist Center. nf Request for Extension # Current Expiration Date: 14-- «`I Extension Request: Approved for / -d days Denied (provide explanation) Signature/Initials • • City of Tukwila Department of Community Development 2/3/2014 POLWA I-I'h PANGNANANDA 15241 51 AV S TUKWILA, WA 98188 RE: Permit No. D12-001 SARANA INTERNATIONAL BUDDHIST 15241 51 AV S Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/31/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/31/2014, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, J nnif r Marshall Pe Technician File No: D12-001 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 8, 2013 Armando Leyva 25604 120 Place Kent, WA 98030 RE: Request for Extension Permit Number D12-001 Sarana International Buddhist Center Dear Mr. Leyva, This letter is in response to your written request for an extension to Permit D12-001. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through March 31, 2014. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, jAN\c shall nician CC: Pangnananda Polwatte, SIBC File: Permit No. D12-001 •` i W.•\Permit Center\Extension Letters\Permits\2012\D12-001 Permit Extension.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • • DATE: October 1, 2013 TO: TUKWILA BUILDING DIVISION PROJECT NAME: SARAN INTERNATIONAL BUDDHIST CENTER PERMIT #: PIZ•ool SUBJECT: Requesting extension of Building Permit due to delays not foreseen during construction. Thai k you, ando Leyva Agent for SIBC a/c cn OCT .012013 PERMIT CENTER \°4 •Wq k� • City of Tukwila Jinn Haggerton, Mayor Department of Community Development Jack Pace, Director 09-03-2013 POLWATTE PANGNANANDA 15241 51 AV S TUKWILA WA 98188 RE: Permit No. D12-001 SARANA INTERNATIONAL BUDDHIST CENTER 15241 51 AV S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/02/2013. Based on the above, you are hereby advised to: 1) Ca11 the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/02/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D12-001 6300 Southcenter Boulevard, Suite 4100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fav 206-431-3665 a City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 11-01-2012 POLWATTE PANGNANANDA 15241 51 AV S TUKWILA WA 98188 RE: Permit Application No. D12-001 SARANA INTERNATIONAL BUDDHIST CENTER 15241 51 AV S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 01/03/2012, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 12/17/2012. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, .----"Loc .0 '114 \ Bill Rambo Permit Technician File: Permit File No. D12-OO 1 A 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206 431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 31, 2012 Polwatte Pangnananda 15241 51 Av S Tukwila, WA 98168 RE: Correction Letter #2 to Revision #1 Development Permit Application Number D12-001 Sarana International Buddhist Center —15241 51 Av S Dear Mr. Pangnananda, 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 Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Brandon Miles at 206 431-3684 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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, please contact me at (206) 431-3670. Sincerely, encl File No. D12-001 W:\Permit Center\Correction Letters \20I2\D12-001 Corr Ltr #2 to Rev #l.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 PLANNING DIVISION COMMENTS DATE: October 30, 2012 CONTACT: Sarana International Buddhist Center RE: D12-001, Correction Letter #2 to Revision #1 ADDRESS: 15241 51st Ave South ZONING: LDR Planning has reviewed the above building permit and corrections are required prior to issuance: 1. The City has reviewed the arborist report that was submitted to the City on October 23, 2012. Generally, the arborist report is acceptable; however, there are some issues with the current science that is being applied to the project. The recommendations provided are not consistent with current science for tree root projection. Current science recommends that a critical root zone of 1.5 feet be maintained for every inch in diameter for a protected tree. This would require that 55.5 feet of area be maintained around the cedar tree and 37.5 feet be maintained around the fir tree. The protection area, including installation of the grasscrete, should be expanded as much as possible to allow for infiltration See the attached marked up sheet, which expands the recommended critical protection area recommended by your arborist. This area should either be grasscreate or should be undisturbed. Please note that the civil plans will need to be updated to reflect the installation of the grasscrete. By updating the plans we can ensure that all parties have a clear understanding of what needs to be completed. 2. Note: The City will require that an ISA-certified arborist be on site when any work is occurring around the critical root zone. The ISA-certified arborist will also need to be on site during the soil restoration. 3. Once you have resubmitted, the City will work quickly to get all Departments to review the revised civil plans, provided all applicable code requirements are met. Once this revision is approved, you should be ready for permit issuance. • • Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59`h Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 City of Tukwila Planning Department Attn: Brandon Miles, Project Coordinator October 23, 2012 Subject: Arborist Report for Two Trees and Pavement Plan Adjustment for Dripline Protection, New Temple Building, Sarana International Buddhist Center, 15241 51 st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) Dear Mr. Miles: Attached per request is the formal arborists report on the large cedar and Douglas fir trees located in the island in the parking area. The trees are healthy and are recommended for preservation. Two major recommendations of the report are to avoid new pavement within the dripline of the trees and to replace surface soils which have been compacted. Both i recommendations appear reasonable and will be complied with. On this date, we visited the site and personally measured the driplines of the two trees. Attached is a scale sketch showing the plotted driplines. The limits of driplines shown will be the new limit of pavement for the parking area. Note that while the movement of the edge of pavement reduces some areas of pavement width, we believe this to be acceptable since the routing of traffic through the site is One - Way, counter clockwise. In addition, we will provide within the dripline area a zone of "grass- crete" to preserve a full 20 foot wide emergency vehicle access through this area. A white "fog line" will direct routine traffic along the paved areas. This concept has been reviewed and found acceptable by the City's Fire Prevention Bureau. Please accept this letter as the formal notification of the minor changes of pavement edge. To formally adjust construction plans and resubmit for full review at this late date is i unthinkable. Thank you for your assistance in this matter. Questions relating to this request may '®ED directly to this office. CITY OF TUKWILA OCT 2 3 2012 PERMIT CENTER Bruce S. MacVeigh, P.v.ORRECTION Civil Engineer tukbudtemple09a/1208 LTR# �Aa }p REVISION HOLL To: Sarana International Buddhist Center Location: 1524151sL Ave S. Tukwila WA 98168 Subject: Tree Risk Assessment and Recommendations for construction Date: 10-18-21012 Prepared by: Benjamin M. Gray, ISA Certified Arborist PN-6748A, Certified Tree Risk Assessor 1757 Project Overview To assess the health and safety of one Douglas Fir and one Western Red Cedar and to make recommendations of how best to proceed with proposed with proposed construction without causing considerable harm to the two trees in question. Methods I evaluated the health and structure of each.tree utilizing visual tree assessment (VTA) methods. The basis behind VTA is the identification of symptoms, which the tree produces in reaction to a weak spot or area of mechanical stress. A tree reacts to mechanical and physiological stresses by growing more vigorously to re -enforce weak area, while depriving less stressed parts. (Mattheck & Breloer, 1994) An understanding of the uniform stress allows me to make informed judgment about the trees condition. Using the Pacific Northwest International Society of Arboriculture (PNWISA) Tree Risk Assessment method, I assigned a risk potential rating to each tree assessed. This method is adapted from the United States Forest Service risk assessment approach and is considered the present standard of care. This method provides assessors a structured process, based on good science and arboriculture, to assign recommended thresholds for action for the purpose of informing risk managers. The PNWISA Tree Risk Assessment method requires assessor certification. Additional information can be found in the appendix A Limitations Unless stated otherwise. 1) information contained in this report covers only those trees that were examined and reflects the condition of those trees at the time of inspections; and 2) the inspection is limited to visual examination of the subject trees without dissection, excavation, probing, climbing, or coring unless specified. There is no warranty or guarantee, expressed or implied, that problems or deficiencies of the subject trees my not arise in the future. Additional assumptions and limiting conditions can be found appendix B. 8641 138th P►. SE, Newcastle WA 98052 Phone (206) 369-9998 Fax (425) 282-4822 Page 11 www.eastsidetreeworks.com • • Observations The site the two trees are located within a gravel parking lot that has seen a good deal of traffic over the amount of time that the center has been in operation. Despite the vehicle traffic the soil has not been overly compacted and the tree show none of the typical signs of stress that is usually seen with tree in this situation. The trees Douglas Fir (Pseudotsuga menziesii) DBH 25 inches Height 80 feet Tree is of good health and has no notable defects that have compromises its safety or integrity. The soil that houses the root system has been compacted by vehicle traffic but has not been deeply impacted tree health at this time. Western Red Cedar (Thuja plicate) DBH 37 inches Height 80 feet Tree is of good health and has no notable defects that have compromises its safety or integrity. The soil that houses the root system has been compacted by vehicle traffic but has not been deeply impacted tree health at this time. Tree Risk Assessment Species Probability of Failure Size of Part Target Rating Overall rateing Douglas Fir 1 3 4 8 Cedar 1 3 4 8 Conclusion Trees pose no threat due to any visible defect seen at this time and all action should be taken to preserve these two trees. Recommendations Constructions projects that involve any grade changes can be very challenging to a trees health as root will be cut or compacted under new soil or paving. It is important to take every action possible to protect the major structure roots that are predominately located within the trees drip line (the area that is underneath the trees canopy). The most effective way to protect the roots and soil is to fence this 8641 138th PI. SE, Newcastle WA 98052 Phone (206) 369-9998 Fax (425) 282-4822 Page 12 www.eastsidetreeworks.com �ci(7A\ q3 • • area off and enforce strict rules that no traffic inters within the protected zone and no equipment is to be stored within the boundaries. As the soil has been compacted previously It would be to the benefit of these trees that soil restoration be preformed after the construction is done and before the new landscaping put in. This is best done by removing all the top soil with an air spade and replaced with new soil that contains both mineral content,,,_ �. and organic matter. The soil should be inoculated with beneficial bacteria and ectomycorrihizal fungus to give the trees the best chance of survival. Benjamin M. Gray Alt`k,\I 11 0,1V 8641138`h PI. SE, Newcastle WA 98052 Phone (206) 369-9998 Fax (425) 282-4822 Page 13 www.eastsidetreeworks.com Appendix A — Pacific Northwest Tree Risk Method Probability of Failure (1-5 points) Low Defect is not likely to lead to imminem failure, 1 point and no further action is required. In many cases, defects might not be recorded. Moderate !' One or more defects areas well -established 2 points but typically do not lead to failure for several years. Corrective action might be useful to prevent future problems but only iftime and money are available. Not the highest priority for action, these are retain and monitor situations used to inform budget and work schedules for subsequent years. Moderately High 3 points High 4 points J_ Extreme 5 points One or more defects areas well -established, but not yet deemed to be a high priority issue. Additional testing may be required or, the assessor may feel the problems are not serious enough to warrant immediate action, but do warrant placing the tree on a list of trees to be inspected more regularly. These are Retain and Monitor trees. The defect is serious and imminent failure is likely and corrective action is required immediately. These cases require treatment within the next few days or weeks. The tree or component part is already failing, An emergency situation where treatment is required today. Minor branch or crown dieback, small wounds, minor defects. Several defects present. • Shell wag exceeds minimum required • Cracks initiated but no extensive decay • Cavity opening or other stem damage less than 30% of circumference • Crown damage or breakage less than 50% of canopy (30% in pines) • Dead crown limbs with fine twigs attached and bark intact • Weak branch union such as major branch or codominant stem with included bark • Stem girdling roots with less than 40% of circumference compressed • Root damage or root decay affects less than 33% of roots within the critic& zone • Standing dead tree that is recently dead (still has fine twigs) end no other significant defects` Areas of decay that may be expanding; trees that have developed a recent but not yet critical lean; cracks noted but may be stable; edge trees that may adapt and become more stable. One or more major defects present. • Insufficient shell wall thickness • Large cracks, possibly associated with other defects • Cavity opening greater than 30% of circumference • Crown damage or breakage more than 50%of canopy (> 30% in pines) • Dead crown limbs with no fine twigs and bark peeling away. May ' be some saprophytic fungal evidence. , • Weak branch union has cracks) or decay • Stem girdling root affects 40% or more of trunk circumference • More than 33% of roots are damaged within the critical zone •Tree is leaning. Recent root breakage, or soil mounding, or cracks, or extensive decay evident • Standing dead tree, has very few fine twigs, and no other significant defects" Multiple high or extreme risk defects present. • Shell wall is already cracked and failing • Major cracks already open, such as hazard beams or split trunks • More than 30% of circumference defective and cracks or decay obvious • Dead crown limbs, no fine twigs, no bark decay present. • Weak branch union has crack(s) and decay • Leaning tree with recent root failure, soil mounding, and cracks or extensive decay • Dead branches hung up or partly failed • Visual obstruction of traffic signs / lights at intersections • Any partly failed component or whole tree • Standing dead trees that have been dead for more than one season with multiple detects such as cracks, decay, damaged roots, shedding bark* • Standing dead trees posatheir awn set of risk assessment dificulues since iris often impossiibleto determine when thetree died and what caused its death. Tree mortality caused by insects such as detoliaters. drought or low intensity fires will usually be structurally sound, and may remain safely standing for several years. In some cases,wherethatarget rating is'occasianar andthewildlife value ofthe dead tree is high, the assessor should consider an additional assessment step to determine the feasiiaTky of retaining tha tree as a wildlife tree. Appendix Two provides a simple graphic to assist with creational wildlfe habitat There is a standard set of decay dosses used by the US Forest Service, and other North American agencies, which when matched with wildfire value provide a wildlife tree habitat rating. Size of Defective Part (1-3 points) 1 point Branches or stems up to 10 centimeters (4 inches) in diameter. 2 points ; Branches or stems between 10 to 50 centimeters (4 to 20 inches) in diameter. 3 points Branches or stems greater than 50 centimeters (20 inches) in diameter. • In some cases, there may be large areas of sloughing bark, dwarf mistletoe brooms, branch stubs, or large bird nests in cavities that pose a risk. The assessor must use his or her judgement to assign a numbertothese components. In general the lowest rating (1 point) is reserved far component pans that would not create much impact on a person or property if it werem fail The highest rating is used for parts that have the potential to kill people or seriously damage property. 8641 138tn PI. SE, Newcastle WA 98052 Phone (206) 369-9998 Fax (425) 282-4822 Page 14 www.eastsidetreeworks.com The Target Area (1-4 points) Low Sites rated et one point are very rarely used for any long period of time, end people passing through the area (regardless of how 1 point they travel) do not spend a lot of time within the striking range of the tree. There are no valuable buildings or other facilities within striking range. Examples are seldom used back country roads or trails; seldom used overflow or long-term parking, industrial areas where workers drive machines (trucks, forklifts, tractors) with substantial cab protection; natural or wilderness areas; transition areas with limited access; remote areas of yards, parks, or private lands open for public use within set hours. All of these sites have relatively low occupancy within any one day. • Moderate Valuable buildings are at the edge of the striking distance, so they would not be seriously damaged even if the tree did tall down. The site 2 points has people within striking range occasionally, meaning less than 50% of the time span in any one day, week, or month, and do not stay within striking range very long. Examples include areas that are used seasonally; more remote areas of camping areas or parks; minor rural roads; picnic areas; low to moderate use trails; most park and school playgrounds.** Moderate to low use parks, parking lots with daily use; secondary roads and intersections, dispersed camping sites, moderate to high use trails, works and / or storage yards. Moderntely The site has valuable buildings within striking range. People are within striking range more than 50% of the time span in any one High day, week, or month, and their exposure time can be more than just passing by. Examples include secondary roads, trails, and 3 points access points; less commonly used parking areas and trails within parks; trails alongside fairways, bus stops. High The highest rated targets have a) a building within striking range frequently accessed by people, often for longer periods of time, 4 points or high volumes of people coming and going within striking range. Valuable buildings or other structures within striking range that would suffer major structural damage in the event people or b) people within striking distance of the tree, or both, seven days a week, all year long, and at all times of the day. Examples include main roads, the busiest streets or highways; high volume intersec- tions power lines7 paths through busy open space areas and parks; short-term parking constantly in use; institutional buildings such as police stations, hospitals, fire stations; shopping areas; highly used walking trails; pick up and drop off points for commut- ers; golf tees and greens; emergency access routes and / or marshalling areas; handicap access areas; high use camping areas, visitor centres or shelters; residential buildings; industrial areas where workers take outside breaks; development sites where work activity within striking range lasts more than a few hours at a time. 'There are yen/specific safe work practices required when working close to Power lines. These vary depending on location, but all employ similar principles. ** it is recognized that there is a tendency to rate playgrounds higher simply because children are involved. Most playgrounds are occupied for short periods of time in dayfighthours. Overatltheir use's infrequent when compared to other locations such as busy streets. The Overall Risk Rating and Action Thresholds Risk Rating Risk Category Iraelpretation and hnplicmiaas 3 Low 1 Insignificant - no concem at all. 4 , Low 2 Insignificant - very minor issues. 5 Low 3 Insignificant - minor issues not of concem for many years yet 6 Moderate 1 Some issues but nothing that is likely to cause any problems for another 10 years or more. 7 Moderate 2 Well defined issues- retain and monitor. Not expected to be a problem for at least another 5 -10 years. 8 Moderate3 Well defined issues - retain and monitor. Not expected to be a problem for at least another 1.5 years. 9 High 1 The assessed issues have now become very clear. The tree can still reasonably be retained as it is not likely to fall apart right away, but it must now be monitored annually. At this stage it may be reasonable for the risk manager/owner to hold public education sessions to inform people of the issues and prepare them for the reality that part cute entire tree has to be removed. 10 High2 The assessed issues have now become very clear. The probability of failure is now getting serious, or the target rating and/or site context have changed such that mitigation measures should now be on a schedule with a clearly defined timeline for action. There may still be time to inform the public of the work being planned, but there is not enough time to protracted discussion about whether or not there are alternative options available. 11 High3 The tree, or a pan of it has reached a stage where it could fail at any time. Action to mitigate the risk is required within weeks rather than months. By this stage there is not time to hold public meetings to discuss the issue. Risk reduction is a clearly defined issue and although the owner may wish to inform the public of the planned work, he/she should get on with itto avoid clearly foreseeable liabilities. 12 Extreme This tree, or a part of it, is in the process of failing. Immediate action is required. All other, less significant tree work should be suspended, and roads or work areas should be closed off, until the risk issues have been mitigated. This might be as simple as removing the critical pan, drastically reducing overall tree height or taking the tree down and cordoning off the area until final clean up, or complete removal can be accomplished. The immediate action required is to ensure that the clearly identified risk of harm is eliminated. For areas hit by severe storms, where many extreme risk trees can occur, drastic pruning and/or partial tree removals, followed by barriers to contain traffic, would be an acceptable first stage of risk reduction. There is no time to inform people or worry about public concerns. Clearly defined safety issues preclude further discussion. The Table shown above outlines the interpretation and implications of the risk ratings and associated risk categories. This table is provided to inform the reader about these risk categories so that they can better understand any risk abatement recommendations made in the risk assessment report 8641 138th PI. SE, Newcastle WA 98052 Phone (206) 369-9998 Fax (425) 282-4822 Page 15 www.eastsidetreeworks.com • • Appendix B — Assumptions & Limiting Conditions 1. Consultant assumes that any legal description provided to consultant is correct that title to property is food and marketable. Consultant assumes no responsibility of legal matters. Consultant assumes all property appraised or evaluated is free and clear, and is under responsible ownership and competent management. 2. Consultant assumes that the property and its use do not violate applicable codes, ordinances, statues or regulations. 3. Although consultants has taken care to obtain all information from reliable sources and to verify the data insofar as possible, consultant does not guarantee and is not responsible for the accuracy of information provided by others. 4. This report and any values expressed herein represent the opinion of the consultant, and the consultant's fee is in no way contingent upon the reporting of a specific value, a stipulated result, the occurrence of a subsequent event, or upon any finding to be reported. 5. Sketches, drawings, and photographs in this report, being intended as visual aids, are not surveys. The reproduction of any information generated by architects, engineers or other consultants and any sketches, drawings or photographs is for the express purpose of coordination and ease for reference only. Inclusion of such information on any drawings or other documents does not constitute a representation by consultant as to the sufficiency or accuracy of the information. 6. Unless otherwise agreed, (1) information contained in this report covers only the items examined and reflects the dentition of the those items at the time of inspection; and(2) the inspection is limited to visual examination of accessible items without dissection, excavation, probing, climbing/ or coring. Consultant makes no warranty or guarantee, express or implied, that the problems or deficiencies of the plans of property in question my not arise in the future. 7. Loss or alteration of any part of this agreement invalidates the entire report. 8641 138th PI. SE, Newcastle WA 98052 Phone (206) 369-9998 Fax (425) 282-4822 Page 16 www.eastsidetreeworks.com • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 18, 2012 Bruce MacVeigh 14245 59 Av S Tukwila, WA 98168 RE: Correction Letter #1 to Revision #1 Development Permit Application Number D12-001 Sarana International Buddhist Center —15241 51 Av S Dear Mr. MacVeigh, 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 Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Brandon Miles at 206 431-3684 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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, please contact me at (206) 431-3670. Sincerely, Bill Rambo Permit Technician encl File No. D12-001 W:\Permit Center\Correction Letters \2012\D12-001 Corr Ltr #1 to Rev #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 PLANNING DIVISION COMMENTS DATE: October 18, 2012 CONTACT: Bruce MacVeigh RE: D12-001 ADDRESS: 15241 51st Ave South ZONING: LDR Planning has reviewed the above building permit and corrections are required prior to issuance: 1. The requirement for the arborist report will not be waived. Either submit the report or submit an application to revise the approved design review application. • • Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Ce11: (206) 571-8794 October 12, 2012 City of Tukwila Planning Department Attn: Brandon Miles, Project Coordinator Subject: Additional Information Reference Significant Tree Evaluation and Removal, New Temple Building, Sarana International Buddhist Center, 15241 51stAvenue S., Tukwila, WA 98168 (PN: 222304- 9019) Dear Mr. Miles: Previous comments from Planning Department staff indicated a need to evaluate the effect of paving the existing parking lot in the vicinity of two significant trees in the island area of the parking lot. The evaluation would be performed by an accredited arborist. Per referenced formal surveyor mapping of the site, these are identified as one 36" cedar and one 24" Douglas fir (extract attached). It has been decided due to administrative complications to have these trees removed instead of evaluated. Note that the trees at present appear healthy are largely surrounded by a long established gravel surfacing which would be simply be paved over. (In fact it is the owner's real preference to retain one or both of these trees long term, if the paving is found to be benign.) Per TMC 18.54.130, Para. 3, Tree Replacement, it is noted that trees of 24" caliper and larger require 8 each replacement trees, deciduous or coniferous. The landscape plan for the site provides for a total 46 new trees of various species, with a caliper for each of 2". The new planting areas will be irrigated and failing trees replaced as needed. While the size recommended for replacement trees is 2.5" caliper, we feel that the large number of new trees, plus their long term care and maintenance provides, within the intent of the City Code, more than adequate replacement for the trees stated for removal. RECEIVED CITY OF TUKWILA REVISlONNO1. bk)fte- i OCT 1 2 2012 PERMIT CENTER As such, please consider the request for arborist evaluation of these trees as no longer a requirement and allow the site permit to be released for construction. Thank you for your assistance in this matter. Questions relating to this request. may be made directly to this office. Bruce S. MacVeigh, P.E. Civil Engineer tukbudtemple08/1208 2 GNE-STORY OUT 8U LDING .FINISH FLOOR = 134.J' • RIDGE. HEIGHT 149.0' • • • • •‘. ' - 0.1' --130 ---126-- 00. r_ an. ▪ ' `� ♦ _ `• -R=1• 879: " - —r -I .N /i 16, .o �_I�Ioc HEIGHT = 156 1 N•N o 1 • //i l 2D.2' -- -- • • • TO'-011tITY EASEMEK ------ _ P�,�AF53II 271 NORTH FACE OF LIGHT RAIL LINE "\\ -- _ NE OF"~3ir DE- eva-r-ekSSMENI" h85'33'241 W 7.4' X 6.2' CONCF SUPPORT COLT •ject s•eLeAikiA ittrETei.. ievz,r7HIT -rieeEs 04Ear 22)a.coei — II. ( zai coc_. Itkwes frt. I( I 8 Ku AzA ii c.. ----. Ph- z g -,- C. t?D turrvri2-- ....__. 0 ot t 0 .. - -L--c ' 4c432 HAR- — in vi. 5Tatt_ 144.4.PociA — 0. -142D- fdlivir= / 7• 6 -- I -- v 4v 3 . 11 9 I•moornm••••• TITLE 18 — ZONING 18.54.120 Applicant Security Required To mitigate damages should they occur as a result of clearing which is not authorized by a Tree Clearing Permit, the Director may require from the applicant a bond, letter of credit, or other means of security acceptable to the City. The following provisions shall apply in instances where such securities are required: 1. The required security shall be submitted prior to the issuance of a Tree Clearing Permit. 2. The securityshall be equal to City Stars best estimate of possible costs directly associated with replacement of cleared vegetation which has not been authorized to be cleared under a Tree Clearing Permit (e.g. the replacement of vegetation approved for retention, or the installation of replacement plantings which theapplicant has failed to install as required). In no case shall the security exceed an amount equal to 2.5 times the current cost of replacing the plants per the Tree Replacement requirements of this chapter. 3. The security shall not be fully released without final inspection and approval ofcompleted work by the City, submittal of any post -construction evaluations, or following any prescribed trial maintenance period required in the permit. 4. Securities provided in accordance with this chapter may be redeemed in whole or in part by the City. of Tukwila upon determination by the Director that the applicant has failed to fully comply, within the time speed, with approved plans and/or any remedial or enforcement actions mandated in accordance with this chapter. . (Ord. 1758§1(part), 1995) 18.54.130 Permit Approval Criteria To the extent that vegetation retention and/or replacement is consistent with project feasibility or reasonable use of the property, vegetation clearing shall be planned and conducted to meet all of the criteria below. These criteria shall be the basis for approval, approval with conditions or denial of any tree clearing included in a Tree Clearing Permit application. 1. Tree Retention - Site improvements shall be designed and constructed to retain as many existing healthy trees as possible, and to meet the following criteria: a. Priority shall be given to retention of existing stands of trees, trees at site perimeter, trees within the shoreline Low -Impact Environment, in Sensitive Areas or Sensitive Area Buffers, and healthy mature trees. b. All understory vegetation within the essential root zone of protected trees shall be: (1) retained; OR (2) removed by methods which are non - damaging to the tree, and replaced with vegetation with horticultural requirements which are compatible with protected trees. c. Vegetation removal shall be undertaken in such a manner as to preserve, to the degree possible, the aesthetic and ecological benefits provided by such vegetation. 2. Tree Protection Measures - a. The proposal shall include tree protection measures which meet orexceed. best management practices and current standards of professional arboriculture, and which are sufficient to ensure the viability of protected trees and other vegetation identified for retention pursuant to requirements of this chapter, and shall include measures sufficient to protect any Sensitive Area, its Buffer and vegetation within the shoreline Low -Impact Environment. b. During clearing and/or construction activities, all protected vegetation shall be surrounded by protective fencing which prevents adverse impacts associated with clearing from intruding into areas of protected vegetation. 3. Tree Replacement- The site shall be planted with trees to meet the following minimum requirements: a. Each existing significant tree removed shall be replaced with new tree(s), based on the size of the existing tree as shown below, up to a.maximum density of 70 new trees per acre. b. Tree Replacement Ratios Diameter of Existing Tree Removed No. of Replacement Trees Required 4 - 8 inches 1 8 -12 inches 2 1 4 /' 18 - 24. inches 6�.,, / >24 inches 8 ' c. Prior to any vegetation removal, -applicant shall dem an; sensitive Area Mitigation Plan or other materials required per the requirements of this chapter that vegetation' replaceme tr-will—meet the following minimum standards: Minimum sizes shall be 2.5-inch caliper for deciduous , 6 to 8 feet in height for evergreen trees, 2 inches in height shrubs, and 1 gallon for groundcover. (2) /ants -shalt meet current American Association of Nurserymen standards for nursery stock; (3) Planting and maintenance of required replacement vegetation shall be in accordance with best management practices for landscaping which ensure the vegetation's long-term health and survival. 4. Surrounding Environment - The timing of, and methods to be used in any proposed vegetation removal shall be such that impacts to protected vegetation, wildlife, fisheries and the surrounding environment are minimized. 5. Tree Relocation - Tree relocation shall be carried out according to best management practices, and trees proposed for relocation shall have a reasonable chance of survival. (Ord. 1758§1(pat), 1995) Produced by the City of Tukwila, City Clerk's Office Page 18-173 PLANNING DIVISION COMMENTS DATE: September 27, 2012 CONTACT: Armando Leyva RE: D12-001 (Correction Letter 3) ADDRESS: 15241 51stAve S ZONING: LDR Planning has reviewed the above building permit. The permit can be issued once the applicant provides an arborist report as required by the design review approval (L12- 008). CORRECTION Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: August 15, 2012 Project Name: Sarana Int'I Buddhist Center Permit #: D12-001 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 0/4 1. The revised plan set General Notes and references do not specify current building codes. Other plan sheets notes refer to IRC codes. In addition there old outdated IRC tables shown on A-6. Remove all IRC notes and tables. This building shall be built under the current 2009 International Building codes which include 2009 IBC, IMC, UPC, WSEC, 2003 ANSI AND 2008 NEC. Revise all plan notes and tables to be consistent with the current 2009 International Building codes. Show current codes referenced on the cover sheet and revise other code references and tables throughout the plan set. OK 2. Since this is an engineered plan, all plan sheets shall be stamped and signed by the engineer and/or architect that provided those plan sheets. The design professional in charge providing plans and documents shall have their original stamp and signature on those documents. Provide engineered sheets with engineers stamp and signature. Architectural sheets shall also be provided with the architects stamp and signature as applicable. (see General Note at top of Review Memo's) O'e< 3. Door schedule shows door #1 with dead bolts. Refer to 2009 IBC Section 1008.9.3 and 1008.9.4 and (SNT,a'snow the type of locks that comply with current IBC and accessible barrier free codes. Show door #2 3".privacy lock in compliance with barrier free requirements. (IBC 1008.9.3, 1008.9.4 and ANSI 309.4) 6014 4. Provide a note to post occupant load in a conspicuous location near the main entrances. (IBC 1004.3) (OHT A.3) . px..5. While revising notes remove_the note 10 on sheet 3-A for smoke detectors since this is not a residential' building. (In reference to item 1.) pK 6. Sheets 4A and 5A show slab on grade insulation beveled extending to the top of the slab. One acceptable option would-be to provide a treated 2x2 at the floor level where insulation abuts up to under the 2x2. In either case the thermal break shall extend up the top of the slab. (2009 WSEC 502.1.4.8) Should there be questions concerning the above requirements, contact the Building Divisi20�ED 431-3670. No further comments at this time. CITY OF TUKWILA SEP 2 1 2012 PERMIT CENTER b()OO1 • • PLANNING DIVISION COMMENTS DATE: August 14, 2012 CONTACT: Armando Leyva RE: D12-001 (Correction Letter 3) ADDRESS: 15241 51st Ave S ZONING: LDR Planning has reviewed the above building permit and corrections are required prior to issuance: OK 1. The following condition was placed on the project as part of the design review application: (Nr A- 0 "The main circulation area shall be designed to be one way (see attached site map). Prior to the issuance of the building permit, the applicant shall submit a map showing signage and pavement markers that clearly delineate the path,of travel on the site for the,city's approval. At a minimum the plan shall include directional arrows, one way signs, and do not enter signs at appropriate locations on the site." Sheet A-1, provided for the building permit does not meet the above requirement. Update the plan to show the location and type of signage which will be used to direct traffic on the site. Provide details for each sign type DIG 2. The civil plan is lacking some of the details located on sheet A-1. Update the civil plan to show ALL proposed retaining walls and ALL improvements. — a., 3. Update the irrigation plan to include irrigation at the west property line and the large 04.44 . planting area in the middle of the parking area. 4. Note X on the landscaping plan notes the arborist requirement that was placed on the project as part of the design review application. It is highly recommended that you provide this arborist report to the City in the near future. No construction will be permitted to commence until the report is provided, reviewed, and accepted by the City. wM p2op SE ro ,2eA-0 1/8 Ti-()E T2EES At-10 N©T" r<Ug-EN T1-I- f2 I Sty THAT rN TN& Fu rv2 E we SAVE lb Qci-cove, )�E�1 TEE L -1 . CORRECTION LTR#___3._® t 00 I CEIVL) cF;` :)F T Ur',rILA SEP 2 1 2012 PERMIT CENTER • Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: September 12, 2012 Project Name: Sarana Intl. Buddhist Center Address: 15241 51s` Ave S Permit #: D12-001 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1/1. As is noted on the application, an automatic fire sprinkler system is required for the building. Please submit a civil drawing which shows the installation of the fire line, double detector check valve assembly, fire department connection, and post indicating valve. r.t,t4 . P lz vc e Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971-8718. No further comments at this time. CORRECTION SEP z 1 2012 PERMIT CENTER • • Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Ce11: 206-571-8794 City of Tukwila September 21, 2012 Attn: Fire Prevention Bureau Subject: Building Sprinkler Information, Buddhist Temple Building Permit, New Temple Building, Sarana International Buddhist Center, 15241 51 st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) Dear Sir: Thank you for your thoughtful comment dated September 12, 2012 (copy attached). Archer Construction, Inc., a sprinkler installer, has prepared formal in -building sprinkler plans and specifications. These are being forwarded to you, electronically and in printed out plans (for the issuing plan set). Attached is the bid for the work, however the actual plans etc. should soon be delivered to you, if they have not already arrived. Questions relating to this work may be addressed directly to this office. Thank you again. Sincerely yours, Bruce S. MacVeigh, P.E. Civil Engineer buddhisttemple04/1208 CORRECTION LTR#_.� b o RECEIVED CITY OF TUKWILA SEP 2 1 2012 PERMIT CENTER Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: September 12, 2012 Project Name: Sarana Intl. Buddhist Center Address: 15241 515` Ave S Permit #: D12-001 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. s is noted on the application, an automatic fire sprinkler system is required for the building. lease submit a civil drawing which shows the installation of the fire line, double detector check valve assembly, fire department connection, and post indicating valve. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971-8718. No further comments at this time. Co ARCHcRY CONSTRUCTION, INC 7855 S. 206th Street a Kent, WA 98032 253.872.7222 • Fax 253.872.7277 ARCHEI-219•DR FIRE PROTECTION DIVISION To: Armando Leyva Attention: Email: ALeyva2100@aol.com Fax: BID DATE: PROJECT: SPECIFICATION: FIRE SPRINKLER QUOTATION September 18, 2012 Buddhist Temple, Tukwila WA PRICE: $21,263.00 . ADDENDUMS ACKNOWLEDGED: Archer Construction Is pleased to submit the folio Ing proposal for the fire sprinkler work on the above mentioned project. The proposal Includes the design, materials and Installation of a new fire sprinklers tem. All work performed is to be In accordance with NFPA 13. Archer Construction's work Is to start at flange above finished floor at riser location. The pr ing submitted Is for the Installation of a sprinkler system design provided by Archer Construction, all required electronic files (ACAD) required for the c inpietion of the fire sprinkler design are to be provided to Archer Construction at no additional expense. This proposal Is based on the site water supply having the ability to accommodate the demand of the fire sprinkler system. This price Includes the following! • Design — Dry system protection for the buildng. • All materials per NFPA and as selected by Archer Construction Inc. Materials are as follows; Black steel pipe (Sch. #10 mains and Sch. #10 and #40 branchlines) with welded, grooved and threaded fittings for the interior of the structure. .; Semi - recessed heads with chrome eschutcieons for areas with ceilings. • Labor 4 • Backflow preventer at riser location. • Fire Department Connection at riser location or face of building. • Permit fees and approval. This price excludes the following: • Any and all underground piping. • Excavation and bury for any and all underground piping. • Underground work for remote systems and/or remote fire department connections. • Cutting, patching and/or painting of structur • Painting and cleaning/preparation of fire sp nkler piping. • Weather proofing of exterior penetrations. • Domestic materials. • Galvanized materials. • Standpipes and/or hose valves. • Heat trace. • Water flow test fees. • Floor control valves. • Insurance requirements beyond the standards of NFPA 13. • Sprinkler protection of void space above cel ings. • Specialty systems (Clean agent systems, protection of kitchen hoods, exhaust ducts). • Fire pump and/or transfer switch. • Fire protection for the fueling station. • PE and/or FPE stamp. • Any and all electrical work such as but not limited to provision of breakers, power to pump, monitoring and/or alarm work. • Protection of exterior canopies. • Any fees associated with structural review. ' • Bid bond, cash set -aside and/ or personal guarantees. • WSST. This price is will remain In effect for thirty days, after which It will be subject to our review. Thank You, Archer Construction -400114 J ' Tierney ire Sprinkler DID -- 1 jtierney@archerconstructlon.com Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Ce11: 206-571-8794 City of Tukwila September 21, 2012 Attn: Planning Department Subject: Corrections/Revisions to Buddhist Temple Site Permit, New Temple Building, Sarana International Buddhist Center, 15241 51 st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) Dear Sir: Thank you for your thoughtful comments dated August 14, 2012. We have addressed those items as noted below and have used the paragraph numbers in your original comments for reference. We have attached a copy of the City comments. 1. The site circulation has been clarified on the general site plan to indicate those areas requiring one way traffic. Signage information has also been added to that drawing. 2. The only detail we have found needing addition to the engineering plan is the plan reference to the stepped retaining wall/rockery. The detail of this retaining wall/rockery is already shown on Sheet 2 of the plan set and the reference to it should have been noted on Sheet 1, which we have now done. Note that the site plan and the engineer plan are in the same permit plan set and serve similar and complimentary purposes. The work shown on the combined plans must be done fully to complete the project. 3. The irrigation plan did show irrigation lines to the west area and the middle planting area, however we have enhanced to lines and added to the call out flagging on the drawing to make this more clear. We have also added one very minor extension of a line in the southwest corner to cover plantings on both sides of the refuse container area. 4. We understand the question of needing an arborist to evaluate the work around larger tree(s) has been eliminated by the decision to remove the trees. Questions relating to this work may be addressed directly to this office. Thank you again. Sincerely yours, CORRECTION LTR# Bruce S. MacVeigh, P.E. Civil Engineer buddhisttemple03/1208 RECEIVED CITY OF TUKWILA SEP 2 1 2012 PERMIT CENTER 4 • • PLANNING DIVISION COMMENTS DATE: August 14, 2012 CONTACT: Armando Leyva RE: D12-001 (Correction Letter 3) ADDRESS: 15241 51st Ave S ZONING: LDR Planning has reviewed the above building permit and corrections are required prior to issuance: 1. The following condition was placed on the project as part of the design review application: "The main circulation area shall be designed to be one way (see attached site map). Prior to the issuance of the building permit, the applicant shall submit a map showing signage and pavement markers that clearly delineate the path of travel on the site for the.city's approval. At a minimum the plan shall include directional arrows, one way signs, and do not enter signs at appropriate locations on the site." Sheet A-1, provided for the building permit does not meet the above requirement. Update the plan to show the location and type of signage which will be used to direct traffic on the site. Provide details for each sign type }The civil plan is lacking some of the details located on sheet A-1. Update the civil plan to r''' �� �= two show ALL proposed retaining walls and ALL improvements. sr el o-. c. 3. Update the irrigation plan to include irrigation at the west property line and the large planting area in the middle of the parking area. A 4. Note X on the landscaping plan notes the arborist requirement that was placed on the project as part of the design review application. It is highly recommended that you provide this arborist report to the City in the near future. No construction will be permitted to commence until the report is provided, reviewed, and accepted by the City. c/14s A - G',4-LG - CDu 7C p_„4- up cLef247 01-)-7 Fr9A f7 R V C�IY _ EU LA- SEP 18 2012 . - PERMIT CENTER - -='r t-J( f4 VLJ �- - mo o}- - 19- l g 2dr 455-'1 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 13, 2012 Armando Leyva 25604 120 Place Kent, WA 98030 RE: Correction Letter #3 Development Permit Application Number D12-001 Sarana International Buddhist Center —15241 51 Av S Dear Mr. Leyva, 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 Building, Fire, and Planning Departments. At this time the Public Works has no comments. If you have questions regarding the attached comments, please contact the appropriate individual provided below. Building Department: Allen Johannessen at 206 433-7163 Fire Department: Alan Metzler at 206 971-8718 Planning Department: Brandon Miles at 206 431-3684 Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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, please contact me at (206) 431-3670. �k/0 er Mar all Technician encl File No. D12-001 W:\Perrnit Center\Correction Letters\2012\D12-001 Correction Letter #3.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: August 15, 2012 Project Name: Sarana Int'I Buddhist Center Permit #: D12-001 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The revised plan set General Notes and references do not specify current building codes. Other plan sheets notes refer to IRC codes. In addition there old outdated IRC tables shown on A-6. Remove all IRC notes and tables. This building shall be built under the current 2009 International Building codes which include 2009 IBC, IMC, UPC, WSEC, 2003 ANSI AND 2008 NEC. Revise all plan notes and tables to be consistent with the current 2009 International Building codes. Show current codes referenced on the cover sheet and revise other code references and tables throughout the plan set. 2. Since this is an engineered plan, all plan sheets shall be stamped and signed by the engineer and/or architect that provided those plan sheets. The design professional in charge providing plans and documents shall have their original stamp and signature on those documents. Provide engineered sheets with engineers stamp and signature. Architectural sheets shall also be provided with the architects stamp and signature as applicable. (see General Note at top of Review Memo's) 3. Door schedule shows door #1 with dead bolts. Refer to 2009 IBC Section 1008.9.3 and 1008.9.4 and show the type of locks that comply with current IBC and accessible barrier free codes. Show door #2 privacy lock in compliance with barrier free requirements. (IBC 1008.9.3, 1008.9.4 and ANSI 309.4) 4. Provide a note to post occupant load in a conspicuous location near the main entrances. (IBC 1004.3) 5. While revising notes remove the note 10 on sheet 3-A for smoke detectors since this is not a residential building. (In reference to item 1.) 6. Sheets 4A and 5A show slab on grade insulation beveled extending to the top of the slab. One acceptable option would be to provide a treated 2x2 at the floor level where insulation abuts up to under the 2x2. In either case the thermal break shall extend up the top of the slab. (2009 WSEC 502.1.4.8) Should there be questions concerning the above requirements, contact the Building Division at 206- 431-3670. No further comments at this time. Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: September 12, 2012 Project Name: Sarana Intl. Buddhist Center Address: 15241 51st Ave S Permit #: D12-001 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. As is noted on the application, an automatic fire sprinkler system is required for the building. Please submit a civil drawing which shows the installation of the fire line, double detector check valve assembly, fire department connection, and post indicating valve. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971-8718. No further comments at this time. PLANNING DIVISION COMMENTS DATE: August 14, 2012 CONTACT: Armando Leyva RE: D12-001 (Correction Letter 3) ADDRESS: 15241 51st Ave S ZONING: LDR Planning has reviewed the above building permit and corrections are required prior to issuance: 1. The following condition was placed on the project as part of the design review application: "The main circulation area shall be designed to be one way (see attached site map). Prior to the issuance of the building permit, the applicant shall submit a map showing signage and pavement markers that clearly delineate the path of travel on the site for the city's approval. At a minimum the plan shall include directional arrows, one way signs, and do not enter signs at appropriate locations on the site." Sheet A-1, provided for the building permit does not meet the above requirement. Update the plan to show the location and type of signage which will be used to direct traffic on the site. Provide details for each sign type 2. The civil plan is lacking some of the details located on sheet A-1. Update the civil plan to show ALL proposed retaining walls and ALL improvements. 3. Update the irrigation plan to include irrigation at the west property line and the large planting area in the middle of the parking area. 4. Note X on the landscaping plan notes the arborist requirement that was placed on the project as part of the design review application. It is highly recommended that you provide this arborist report to the City in the near future. No construction will be permitted to commence until the report is provided, reviewed, and accepted by the City. • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 22, 2012 Armando Leyva 25604 120 Place Kent, WA 98030 RE: Request for Application Extension Application Numbers D12-001 Sarana International Buddhist Center Dear Mr. Leyva, This letter is in response to your written request for extension to Permit Application Number D 12-001. The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila will extend the permit application expiration date an additional 90 days, through December 17, 2012. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, o4QQQ er Marshall t Technician File: Permit No. D12-001 W:\Permit Center\Extension Letters \Applications\2012\D12-001 Application Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 • • TO City of Tukwila Department of Community Development DATE August 15, 2012 ATTN: JENNIFER MARSHALL Permit Technician FROM Armando Leyva 25604 120th PI Kent, WA 98030 RE: Permit Application No. D12-001 SARANA INTERNATIONAL BUDDHIST CENTER 1524152 Ave So, Tukwila, WA Dear Jennifer: Regarding the Project No. D12-001 we are ready to continue the process for the building permit after we received the Design Review approval for our TEMPLE Proyect. CITY OF TUKVA A AUG 16 20121 PERMIT CENTER oik) th-bi-rkei „10\11_e) q-(F)- a•Pf. sae sti4k4 01/20/Z • • Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 June 26, 2012 City of Tukwila Fire Department Attn: Al Metzler, Fire Project Coordinator Subject: Response to Comments Dated June 8, 2012, New Temple Building, Sarana International Buddhist Center, 15241 51st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) Dear Mr. Metzler: The following two items provide information reference your latest comments (copy attached). 1. Per our previous coordination, the requirement for a new on -site fire hydrant has been removed. A copy of the letter from Battalion Chief Don Tomaso is attached. 2. The new temple building will be sprinklered. The shop drawings, calculations and associated detector and backflow prevention design are being prepared by a certified installation contractor and will be submitted to you when ready. All equipment will be inside the building. A separate design for the 4 inch sprinkler service from the street main has been prepared by this office and submitted to Water District #125 and the routing of the line from the street through the site to the temple building has been added to the site plans. Thank you for your assistance. Questions relating to this request may be made directly to this office. Bruce S. MacVeigh, P.E. Civil Engineer CORRE� ON � 1�, oo LTR# tukbudtemple03/1208 RECEIVED AUG 13 2012 PERMIT CENTER • • Building Design 8. Provide color elevations of the proposed Temple structure. 9. Provide a lighting plan for the parking lot to ensure that sufficient lighting is provided for evening activities. Also, show the location of any exterior lights located on the new Temple structure. Ensure that adequate shielding is provided on all lights so that light from the Temple site does not trespass onto adjacent residential uses. Parking 10. The Parking Decision (L11-026) issued by the Director on November 7, 2011 required that 41 parking stalls be located on the site prior to occupancy of the new Temple. The site plan provided only shows 40 parking stalls. An additional parking stall needs to be added. 11. Many of the parking stalls do not comply with the City's dimensional size requirements. The parking stalls that are 8.5 feet wide must be at least 19 feet in depth. Also, note that only 30% of the required parking stalls on the site are'permitted to be compact. The drive lanes also do not meet City standards, but the City will allow a reduction in the minimum lane width (provided Fire access is maintained) if the parking lot is designed to be one way. In order for this to be accomplished signage and arrows will.need to be installed to identify the path of travel. 12. It is unclear from the plans provided if the following condition from the Parking Decision is being complied with: "A physical barrier, approved by the City, shall be installed at the top of the ravine located at the south edge of the property. The physical barrier shall be installed within six months from final approval of the CUP by the Hearing Examiner. The purpose of this physical barrier is to prevent vechicles from going over the ravine. The physical barrier should include a design that would allow it to be seen at night and during poor weather conditions. " Update the site plan according and provide cross sections of the physical barrier. Fire Department 1. A fire hydrant shall be within 150 feet of the proposed new building. The Fire Department may be willing to waive this requirement. Please contact the City's Fire Department directly. Update your plans accordingly to show a new fire hydrant or provide sufficient documentation that the Fire Department has waived this requirement. 2. The access for the fire lane needs to be an approved surface. Paving as required by the CUP application will comply with this requirement. Building Division 1. Accessible parking and accessible building walkways extending from the parking lot need to be provided. The surfaces of the parking stalls and walkways must either by asphalt or concrete. 2. At least 60% of all entrances shall be accessible. Page 3 of 4 • • City of Tukwila Jim Haggerton, Mayor Fire Department Nicholas J. Olivas, Fire Chief June 5, 2012 Mr. Bruce MacVeigh 14245 59th Avenue South Tukwila, Washington 98168 Re: Sarana International Buddhist Center —15241 51st Avenue South Dear Mr. MacVeigh: I received your letter asking for a variance for installing a new hydrant for the new temple building at 15241 51st Avenue South. Since there is an existing hydrant 200 unobstructed feet from the building and the building is sprinklered, you will not be required to install a new on -site hydrant. If you have any questions, please contact me at 206-971-8723. Yours truly, Battalion Chief Don Tomaso Fire Marshal/Tukwila Fire Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 • • Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 June 28, 2012 City of Tukwila Public Works Department Attn: Dave McPherson, Project Coordinator Subject: ADDENDUM : Additional Information Reference Minor Site Retaining Walls, New Temple Building, Sarana International Buddhist Center, 15241 51 st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) Dear Mr. McPherson: This letter provides a few additional details to the letter dated June 26, 2012. It is based on final proposed grading of the parking area. The plan shows some locations where the wall sections are greater than 2 feet in height. At these locations the face to face distance for the wall sections is greater than the 5 feet mentioned previously, typically 7 to 9 feet. The height of the final wall section for the top section remains about 2 feet, with the additional height being made up in the lower rockery section. With this consideration, the concept of maintaining the walls outside of the 1:1 internal slope of vehicular loading is still valid. The construction of the higher than 4 foot rockery sections will be per usual City standards. Questions relating to this request may be made directly to this office. Bruce S. MacVeigh, P.E. Civil Engineer CORRECTION z ram "a 00 ( tukbudtemple05/1208 RECEIVED AUG 13 2012 PERMIT 9ENTER • • Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 June 26, 2012 City of Tukwila Public Works Department Attn: Dave McPherson, Project Coordinator Subject: Additional Information Reference Minor Site Retaining Walls, New Temple Building, Sarana International Buddhist Center, 15241 51 st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) Dear Mr. McPherson: Attached is the typical section of site retaining wall. This wall section applies to the east -west run of wall between the upper and lower parking areas. The wall actually consists of two steps. The upper step consists of an existing run of well placed concrete blocks, size 6" x 12". These blocks have a natural back batter due to the rear key at the bottom of each block. The wall is at present approximately 3.5 feet exposed height. An existing active parking/driveway area is immediately at the top of this section. These have been in place for several years with no settling or movement. The finished exposed height of the section would be 2 feet. A proposed lower step would consist of a standard minor rockery with an exposed height of 2 feet. Its face would be stepped 5 feet from the lower face of the block wall above. These walls would usually be considered unregulated except that they may receive vehicular surcharge from the area above the wall. Referring to the section drawing, the two 2 foot steps may be noted, with the 5 foot step offset. Now vehicular bearing loads are transmitted through solid homogenous soils downward at a slope of 45 degrees (or 1:1). As such, the wall sections will have no calculational soil loading except for their own minor backfill. Of note also is that at present vehicles may drive within about 1 foot from the top, and the new layout has the wheel Toads at worst, about 2 to 2.5 feet from the wall face. CORRECTION ts Do- 00 I RECEIVED AUG 13 2012 PERMIT 'ENTER • • Note that a 2:1 is a more usual theoretical slope design rule, however in this case, with the experience with the performance of the existing wall portion and the known dense and well graded fairly cohesive soils on the site, the 1:1 is acceptable for this particular application. Based on the above, the wall design, with the two stepped sections as noted above, is conservatively conceived and suitable for this use. Questions relating to this request may be made directly to this office. Bruce S. MacVeigh, P.E. Civil Engineer 4 I EXPIRES: 4/24//3 I 2 tukbudtemple04/1208 2 , •• 9 • • • a ease ' 1 1 9. Air61e • ST 1 • c Isan4 cr S 167 S:: 1•, 268F1j € ST. i ' jif IA ? 1 0 • cc �fnt�A: wto�sq[t ? Wit nag • VICINITY MAP .. : AtNN c4.460.f_.TYE). -a"Ca2. J5H . I20 C 1C QVEiq $xiirING ekas ieOcKs ! . rbaVE wiTnAce Ors Aavor% emu _5E1C'L"J9- ,4-ocALe its zoo •A dae.6 sxosit QZN. 4'6):W2'? OR.ATTD_ PIPE DRAW TO LDWeiLZ gCCAEOZY 4MA l(0100 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 08-01-2012 ARMANDO LEYVA 25604 120 PL KENT WA 98030 RE: Permit Application No. D12-001 SARANA INTERNATIONAL BUDDHIST CENTER 15241 51 AV S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 01/03/2012, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 09/18/2012. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or your request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. File: Permit File No. D12-001 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director June 18, 2012 Armando Leyva 25604 120 Place Kent, WA 98030 RE: Correction Letter #2 Development Permit Application Number D12-001 Sarana International Buddhist Center —15241 51 Av S Dear Mr. Leyva, 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 Building, Fire, Planning, and Public Works Departments. If you have questions regarding the attached comments, please contact the appropriate individual provided below. Building Department: Allen Johannessen at 206 433-7163 Fire Department: Alan Metzler at 206 971-8718 Planning Department: Brandon Miles at 206 431-3684 Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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, please contact me at (206) 431-3670. Sin erely, shall ician en File o. D12-00I W:\Permit Center\Correction Letters \2012\D12-001 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: June 15, 2012 Project Name: Sarana International Buddhist Center Permit # D12-001 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. The Building Department cannot do a plan review until this project has completed design review. Please resubmit at that time. Contact Brandon Miles in the Planning Department for questions regarding design review. Should there be questions concerning the above information please contact the Building Division at 206- 431-3670. Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: June 13, 2012 Project Name: Sarana Intl. Buddhist Center Address: 15241 51' Ave S Permit #: D12-001 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. Item #2 of previous correction memo (dated February 9, 2012) not addressed. The comment has been provided below for your reference: As is noted on the application, an automatic fire sprinkler system is required for the building. Please submit a civil drawing which shows the installation of the fire line, double detector check valve assembly, fire department connection and post indicating valve. Also include the new fire hydrant on the civil drawing. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971-8718. No further comments at this time. DATE: CONTACT: RE: ADDRESS: ZONING: PLANNING DIVISION COMMENTS June 12, 2012 Armando Leyva D12-001, Response to Correction #1 15241 51 st Ave South LDR The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. Design Review is still not approved for the proposed Temple structure. A correction letter for the design review application was mailed to the applicant on June 8, 2012. Note: The plans approved as part of the building permit application must match those that will be approved as part of the design review process. The applicant needs to ensure that the two applications are coordinated. • • Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Ce11: (206) 571-8794 June 1, 2012 Subject: Geotechnical Report for Soil Bearing Capacity, New Temple Building, Sarana International Buddhist Center, 15241 51st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) This evaluation concerns the properties of the existing site soils for bearing capacity for the new building, and as an additional measure, the consideration of the soils pavement construction. The soils at depth from the surface down to approximately 5-6 feet are a dense sandy loam, or at some locations, a dense clayey till. All soils are undisturbed in the areas and depths considered for this construction. For the building, a soil bearing capacity of 2,000 PSF may be used. For pavement design, no special over -excavation with imported select fill is foreseen for this project. Questions relating to this report may be made directly to this office. Bruce S. MacVeigh, P.E. Civil Engineer EXPIRES: 4/24/ /.3 / CORRECTION tukbudgeo0l/1208 RECEIVED JUN 04 2012 PERMIT C NTER et3E arra CO To .41:PpLicAricui. PROJECT DATA OWNER: PROJECT ADORES& PARCEI. 4t: ZONING: SCOPE OF WORK OCCUPANCY GROUP: CONSTRUCTION 'TYPE. SET BACKS: FRONT:. SIDE : REAR: A-3 Va. 74.o' • CORRECTION =5,4RA NA Miraz NArtotJAL efiDOW/97: /5247 5I7. AWS. 22.23°4 -90143 GPI? ( coiveraticnoN OF A NEW OWE „srole'r aull.rwilo OVER. 40-0uNO SLAS wirri NIP RoOP. GE51aN Caw' wirkl PRE HANOPT: TRUSSES - 13011.1.7#44 WILL. eta U5g Foie A Z311017141r TEMPLE Win( A ROOF Fog ,012 PRAY6R. AND TWO AcCESSiaLE REOrgoco-i VENTILAnON w112.efa infre4oAreo re 7i6 LEC F0.ZCEAI, HEATINC ON 6/TE Witt REMAIN4964 AEST/I:GliCE Pox fl,E AeSAT AND pia Mon/ •C, Wirki ao Naar) •OF WoR.0 • u.co RECEIVED JUN 04 2012 PERMIT CENTER Citytf Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 06-01-2012 ARMANDO LEYVA 25604 120 PL KENT WA 98030 RE: Permit Application No. D12-001 SARANA INTERNATIONAL BUDDHIST CENTER 15241 51 AV S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 01/03/2012, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 07/01/2012. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or your request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, M/44 ifer Marshall it Technician File: Permit File No. D 12-001 6300 Southcenter Boulevard, Suite # 100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director April 4, 2012 Armando Leyva 25604 120 Place Kent, WA 98030 RE: Correction Letter #1 Development Permit Application Number D12-001 Sarana International Buddhist Center —15241 51 Av S Dear Mr. Leyva, 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 Building, Fire, Planning, and Public Works Departments. If you have questions regarding the attached comments, please contact the appropriate individual provided below. Building Department: Fire Department: Planning Department: Public Works Department: Allen Johannessen at 206 433-7163 Alan Metzler at 206 971-8718 Brandon Miles at 206 431-3684 David McPherson at 206 431-2448 Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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, please contact me at (206) 431-3670. Sincerely, Jen fifer M rsha 1 ician File No. D12-001 W:\Permit Center\Correction Letters\2012\D12-001 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: March 14, 2012 Project Name: Sarana Int'1 Buddhist Center Permit #: D12-001 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Since the beginning of this project the scope of work has changed from an addition to an existing building to a completely new constructed temple. However the scope of work has not been changed on the permit application with some notes on the plan cover sheet that are also inconsistent with the revised scope of work; which makes things very confusing for plan review and potentially those doing inspections in the field. Provide a revised cover sheet that clearly describes the actual scope of work. Remove notes that do not apply and provide notes that do. The scope of work shall also be changed on the permit application to keep records consistent. In addition, provide specific information for the work to remove the temple from the existing 1050 sq. ft. residence. If there is any construction work to the residence to make it a residence, a separate permit shall be required; may require a change of use permit from a A-3 to R-3. Please be specific. 2. Plans for the new temple do not show any provisions for ventilation and heating. Every occupied space shall be ventilated by natural or mechanical ventilation. Interior spaces intended for human occupancy shall be provided with active or passive space -heating systems capable of maintaining a minimum indoor temperature of 68°F (20°C) at a point 3 feet above the floor on the design heating day. Show type of heating and ventilation specifying the location for appliances in the building. Specify type of heat (gas or electric) on the permit application as well. Mechanical work shall require a separate mechanical permit. (IBC 1204.1, IMC 402 & 403) Should there be questions concerning the above requirements, contact the Building Division at 206- 431-3670. No further comments at this time. Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: February 9, 2012 Project Name: Sarana Intl. Buddhist Center Address: 15241 51m Ave S Permit #: D12-001 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. A fire hydrant is required to be within 150 ft. of the building. This distance is measured by vehicular travel. The closest existing fire hydrant exceeds the 150 ft. distance. A new fire hydrant must be installed within the required distance. (See attached drawing.) 2. As is noted on the application, an automatic fire sprinkler system is required for the building. Please submit a civil drawing which shows the installation of the fire line, double detector check valve assembly, fire department connection and post indicating valve. Also include the new fire hydrant on the civil drawing. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971-8718. No further comments at this time. DATE: CONTACT: RE: ADDRESS: ZONING: PLANNING DIVISION COMMENTS March 15, 2012 Armando Leyva D12-001, Correction Letter 1 15241 51 St Ave South LDR The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. Design review is required for the proposed structure and the design review must be approved prior to issuance of the building permit. It might -helpful to sit down and discuss these issues. Please contact me directly at (206) 431- 3684 or at Brandon. Miles(a�Tukwilawa.gov. • • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: April 3, 2012 PROJECT: Sarana Meditation Hall 15241 51 S` Ave. South TL no. 222304-9019 1' Review Comments PERMIT NO: D12-001 PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. David. McPherson cr,TukwilaWA.gov 1. Provide a completed Traffic Concurrency Certificate Application for this Building permit. Test Fee based on less than 5,000 s.f. gross floor area (Institutional) is $500.00 (see enclosed application). 2. A Transportation Impact Fee applies to this permit (see PW Bulletin A3 - enclosed). Transportation Impact Fee based on 1,440 s.f. gross floor area (for Commercial - Institutional) in Zone 3 is (1,440 s.f. x $0.70 per s.f. = $1,008.00); due at issuance of this Building Permit. 3. Provide Civil plans prepared by a Washington State Licensed Civil Engineer. See `Development Guidelines and Design and Construction Standards' and `Customer Assistance Bulletins' — available on City Web -Site. 4. Show and label existing and proposed contours on plan sheet. 5. Show spot elevations on plan sheet (top and bottom) at parking stalls and retaining walls — as applicable. 6. Provide cross -sections on plan sheet (North -South / East-West) within parking lot. 7. Provide parking lot pavement section on plan sheet. 8. Provide cut/fill quantities on plan sheet. 9. Provide Standard Construction Plan Notes on Civil plans, as applicable. 10. Provide a storm drainage report and storm drainage design per the 2009 King County Surface Water Manual. (Site is within Gilliam Creek Basin — West of Interstate 5. Level 2 — Conservation to Forested). 11. Provide an Erosion Prevention and Sediment Control plan sheet (see Public Works Bulletin C3 - enclosed). 12. Provide a Geotechnical Evaluation/Report for this project (see Public Works Bulletin B4 - enclosed). 13. Parking lot shall be paved with asphalt, concrete, or other similar material as approved by the Public Works Department. 14. Rockeries and/or retaining walls over four (4) feet high and/or surcharged, will require a separate Building Permit. Contact the Building Division, if applicable. A portion of the proposed retaining wall, may require a safety fence or rail. If required, provide a 4' high (min.) chain link fence in compliance with WSDOT standard plan sheet L-2, type 6 w/top rail or equivalent. 15. Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement as part of this Building Permit. Agreement will be recorded at King County, after Mayor signs the document. Public Works will prepare document for signature. 16. Show and label on plan sheet existing and proposed water service line(s) and water meter box(s). 17. Provide a Water Availability Certificate from Water Dist. 125. 18. Show and label on plan sheet existing and proposed sanitary sewer. 19. Provide a Sanitary Sewer Availability Certificate form Valley View Sewer Dist. 20. Show & label on plan sheet any proposed power and other utilities (gas, cable, telephone, etc.) as applicable. All utilities including power are required to be underground, per City of Tukwila ordinance. 21. Complete and provide Public Works fee estimate sheet for this Building permit. (See Public Works Bulletin A2 — Permit Fee Estimate Sheet — enclosed.) 22. Work within the 515t Ave. South Public right-of-way requires a Street Use permit as part of this Building permit. Bonding, insurance, and a Hold Harmless Agreement for work within the Public Right -of -Way is required. 23. Show and label existing easements on Civil plan sheet(s). City of Tukwila Department of Community Development February 8, 2012 Armando Iey va 25604 120 Place Kent, WA 98030 RE: Sarana Buddhis Tie D12-001 Dear Mr. Levva: Jim fiaggerton, Aioror Pac'e, 19ireCtOr On January 3, 2012 the City received a building permit application to construct a building at the Sarana Buddhist Temple at 15241 51 Avenue South. The application was subsequently deemed incomplete because the application did not reflect what was approved by the City as part of the Conditional Use Permit ("CUP"). On February, 3. 2012 you provided a response to the City's first incomplete notice. In your response you relocated the proposed structure to the proposed location of the future temple. The City understands that you now intend to construct the 'femple that was approved by the CUP application. 'Ihe city is happy to see the project move forward. During the CUP application the City noted that the construction of the Temple would require administrative design review approval. Before you move ahead with your building permit application you are advised that must obtain design review approval .first from the City. Included with this letter is a copy of the application for administrative design review approval, The City would like to assist the Temple in getting the new 'Temple structure constructed as quickly as possible. In order to do this it is imperative that you understand the review that went into this project as part of the CUP process and the special permission application. As the project moves through the development permit process there seems to be a disregard to all the work and review that went into the project during the CUP process. The CUP staff report clearly stated that design review was required for the new temple structure. .Being unfamiliar with the approved CUP and special permission application will only serve to delay the completion of the project and will likely increase the overall cost of the project. Enclosed with this letter are the staff reports and notice of decisions for the CUP application and the special permission application. You next step is to submit for administrative design review approval. If you have any quest' u ease call (206) 431-3684 or send an email to Brandon, es;kTukwilawa„gov. Si I ra dt J. 1 Senior Marine Files (D12-001, „:1 -025 and 1.11-026) 6300 Southeenter Boulevard, Suite #J00 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • city of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 7, 2012 Armando Leyva 25604 120 Place Kent, WA 98030 RE: Incomplete Letter #2 Development Permit Application D12-001 Sarana International Buddhist Center Dear Mr. Leyva, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on February 3, 2012 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206-433-7163 if you have questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431-3670. Sincerely, Bill Rambo Permit Technician Enclosures File: D12-001 W:\Permit Center\Incomplete Letters\2012\D12-001 Incomplete Ltr #2.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: February 7, 2012 Project Name: Sarana Int'l Buddhist Center Permit #: D12-001 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide plans that are originally signed and wet stamped by the design professional providing the architectural drawings and documents. 2. Identify occupancy type and include occupant calculations on the covers sheet for the Temple. 3. Please provide an egress plan for this building that clearly identifies all common paths of egress leading to the exit discharge. Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways and any related discharge components that lead to a public way. (IBC Section 1006) Should there be questions concerning the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director January 6, 2012 Armando Leyva 25604 120 Place Kent, WA 98030 RE: Incomplete Letter #1 Development Permit Application D12-001 Sarana International Buddhist Center Dear Mr. Leyva, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on January 3, 2012 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Planning Department: Brandon Miles at 206 431-3684 if you have questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431-3670. Sincerely, shall ician Enclosures File: D12-001 .),Azt W:\Permit Center\Incomplete Letters\2012\D12-001 Incomplete Ltr #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 DATE: CONTACT: RE: ADDRESS: ZONING: PLANNING DIVISION COMMENTS January 5, 2012 Armando Leyva D 12-001 15241 51 St Ave South LDR The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. The proposed application is inconsistent with the approved conditional use permit (CUP) application for the Buddhist Temple. The CUP application called for the existing buildings on the site to be converted to the Temple or a new Temple to be constructed to the north of the project site. The proposed building addition was never included in the CUP application. You will need to amend your CUP application to remove the proposed future temple. The additional square footage that is now being proposed was not considered as part of the parking determination. 2. Design review is required for the proposed structure. The design review application is attached. It might helpful to sit down and discuss these issues. Please contact me directly at (206) 431- 3684 or at Brandon. Milesa,Tukwilawa.gov. PERMIT COORD COPY: PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D12-001 PROJECT NAME DATE: 11/17/16 SARANA INTERNATIONAL BUDDHIST CENTER SITE ADDRESS: 15241 51 AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 X Revision # 2 after Permit Issued • DEPARTMENTS: Building Division ❑ Public Works ❑ Fire Prevention Structural CO— ift1i C l�--1`��O Planning Division 1111 Permit Coordinator 11 PRELIMINARY REVIEW: Not Applicable _ (no approval/review required) DATE: 11/22/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 12/20/16 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COP'f. • PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D12-001 DATE: 11/17/16 PROJECT NAME: SARANA INTERNATIONAL BUDDHIST CENTER SITE ADDRESS: 15241 51 AVE S Original Plan Submittal X Response to Correction Letter # 2 Revision # before Permit Issued Revision # 1 after Permit Issued DEPARTMENTS: ATBuilding ivision Public Works 11 n Fire Prevention Structural Planning Division Permit Coordinator n se PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 11/22/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 12/20/16 n Notation: REVIEWER'S INITIALS: DATE: Pertnil Ce#ster CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 IkRMIT COORD COPY • PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D12 001 DATE: J O/13/16 PROJECT NAME: SARANA INTERNATIONAL BUDDHIST CENTER SITE ADDRESS: 15241 51 AVE S Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 2 after Permit Issued DEPARTMENTS: Building Division n Public Works Fire Prevention Structural n C?L Coi ?- UI 71,9 Planning Division Permit Coordinator u PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 10/18/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 11/15/16 n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials DATE: 12/18/2013 PERMIT CHORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D12-001 DATE: 06/28/16 PROJECT NAME: SARANA INTERNATIONAL BUDDHIST CENTER SITE ADDRESS: 15241 51 AVE S Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: A3. Cow i-L4 Building Division nip Public Works Fire Prevention Structural Li, Ai' 7 t r' Planning Division Permit Coordinator IN PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 06/30/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 07/28/16 n Notation: REVIEWER'S INITIALS: DATE: Permit Center UseOnty CORRECTION LETTER MAILED: t Departments issued corrections: Bldg pe Fire Ping ❑ PW ❑ Staff Initials: 12/18/2013 ¶ERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D12-001 DATE: 04/15/16 PROJECT NAME: SURANA INTERNATIONAL BUDDHIST TEMPLE SITE ADDRESS: 15241 51ST AVE S Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: AT fit Building Division Pqr 4t21 Public Works Ill IA-tA A-P k 4cH (9 Fire Prevention Structural LPG- Cvwv R S Planning Division kl Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/14/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 05/12/16 Approved with Conditions Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 ETCO: DcOFY ' PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D12-001 DATE: 10-31-12 PROJECT NAME: SARANA INTERNATIONAL BUDDHIST CENTER SITE ADDRESS: 15241 53 AV S Original Plan Submittal X Response to Correction Letter # 2 X Revision # 1 After Permit Issued Response to Incomplete Letter # DEPART ublic Works lrA AA? \\-1-U U Fire Prevention Structural Planning t 11— H Division IP Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-01-12 Complete Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 11-29-12 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 • PLAN REVIEW/ PERMIT CO ING SLIP ACTIVITY NUMBER: D12-001 DATE: 10-23-12 PROJECT NAME: SARANA INTERNATIONAL BUDDHIST CENTER SITE ADDRESS: 15241 51 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 1 Before Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural PAM cl ❑ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-25-12 Complete Comments: Incomplete Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 11-22-12 Not Approved (attach comments) Permit Center. Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ►'A Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 • • PERK COt.I PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D12-001 DATE: 10-12-12 PROJECT NAME: SARANA INTERNATIONAL BUDDHIST CENTER SITE ADDRESS: 15241 51 AV S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 Before Permit Issued DEPARTMENTS: Building Division Public Works n Fire Prevention Structural ketthil E 0—i Planning Division 11, Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-18-12 Complete N- Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire ❑ Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions DUE DATE: 11-15-12 Not Approved (attach comments) .kr Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: D 1 lJ Departments issued corrections: Bldg 0 Fire ❑ PIng' PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 PPRAT COON COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D12-001 DATE: 09-21-12 PROJECT NAME: SARANA INTERNATIONAL BUDDHIST CENTER SITE ADDRESS: 15241 51 AV S Original Plan Submittal _ X Response to Correction Letter # 3 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS:1\1,Zp , J�/� w' Awc- ' 0+&- - Bui g Division1111 Public Works ❑ Fire Prevention Structural c Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 09-25-12 Not Applicable El Comments: Permit Center Use Only.. INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping ❑ PW 0 Staff Initials: LETTER OF COMPLETENESS MAILED: TUESITHURS ROUTING: Please Route t Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 10-23-12 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 litRAT CO COPY. PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D12-001 DATE: 08-13-12 PROJECT NAME: SARANA INTERNATIONAL BUDDHIST CENTER SITE ADDRESS: 15241 51 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPAR MENT ling iv ion �ublic orks er-kk `, IL- hAA ItArk:td. °$' 6L Prevention Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-14-12 Complete Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 1$ Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09-11-12 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ly Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire Ping PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 PEITcOIOPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D12-001 DATE: 06-04-12 PROJECT NAME: SARANA INTERNATIONAL BUDDHIST CENTER SITE ADDRESS: 15241 51 AV S Original Plan Submittal X Response to Correction Letter # 1 Revision # After Permit Issued Response to Incomplete Letter # diie o(e.(b-I t ire Prevention 1111 Structural a•ael\el wining Division Permit Coordinator 111 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 06-07-12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route1)(1Structural Review Required REVIEWER'S INITIALS: n No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07-05-12 Approved Approved with Conditions n Not Approved (attach comments) s Notation: �" REVIEWER'S INITIALS: DATE: Permit Center Use Only . CORRECTION LETTER MAILED: 00,174 Departments issued corrections: Bldg X Fire It Ping ] PW ❑ Staff Initials: 6 Documents/routing slip.doc 2-28-02 •PERMIT COORD COFP PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D12-001 DATE: 03/12/12 PROJECT NAME: SARANA INTERNATIONAL BUDDHIST CENTER SITE ADDRESS: 15241 51 AV S Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 2 Revision # after Permit Issued DEPARTMENTS; *B Ilding ivision b i AV" etI\Structural ate, e'b Fire Prevention i n Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 03/13/12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/10/12 Approved n Approved with Conditions U Not Approved (attach comments) ICI Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 64IOilI2 Departments issued corrections: Bldg Fire Ping PW] Staff Initials: Documents/routing slip.doc 02/29/12 • _ Yo PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D12-001 DATE: 02-03-12 PROJECT NAME: SARANA INT'L BUDDHIST CENTER SITE ADDRESS: 15241 51 AV S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued EPA TMEN S: 'Lid t u�din alvision Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 02-07-12 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: I LETTER OF COMPLETENESS_ MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW El Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03-06-12 Approved ❑ Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 ; PERMIT COORD CORN PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D12-001 DATE: 01/03/12 PROJECT NAME: SARANA INTERNTIONAL BUDDHIST CENTER SITE ADDRESS: 15241 51 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Public Works • a Fire Prevention Structural • AA, 064 01.0ii Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 01/05/12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Vi O P ►2i LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire D PIngityl PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/02/12 Approved Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 PROJECT NAME: SITE ADDRESS: IQ 140 51 /1/0 y 9AvAri'kt;I C++ddisr dr PERMIT NO: t ' 400 ORIGINAL ISSUE DATE: till. - REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF IN, I� LS Summary of evision: 1 n i h�' Th+ woo ohs • Received by �� REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITI LS 2 ►1-13-1 UNC--�-Gp I% Summary of Revision: -es 4-6 a r�-�rtp( tetA4S&Ort &ttvi_.5 Received by .; . v� .vG -rj (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: 7 please pnnt PROJECT NAME: te'Gvtekli' PERMIT NO: 1 b ()— OO / SITE ADDRESS: (S )1-t 1 S 1 A4.3 ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS i tO d —LL tvc_ 11 la- Summary of Revision. ;(3 - - r all ovi rp; A Received by: pal- (,41 A--'r'r, ' 990.4:" 9 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) 411 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be acceptedthrough the mail, fax, etc. Date: Plan ChecWPermit Number: D 12-001 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 RECEIVED CITY OF TUKWILA ® Revision # 1 after Permit is Issued NOV 17 2016 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER Project Name: Sarana International Buddhist Center Project Address: 15241 51 Ave S Contact Person: � �r5-0-0 {\-0-k)1 Phone Number: - 206 A 3 2 —0 2.1.7- Summary of Revision:-�j -e D Q.�n/ ,gy tt, (�l�c .S e�Q�:1A _ � - - e &- l 62�-i • 1 �!`i )� Pl` (� 7 6-0 I JE ri 1 k �IIL- ct-; n-U c c ( 0, Lw i l 4 6,..)9,1 to,e f,„41,t cut TeckVA4 044 /Loiret&tA co4. (2-(904 ru-t-ere ,„_ 0.,,NLI (�� (, . c . 5. G-- ems- R - 072 c �, e t fee(44. Q1- . o�i �-t,� . (i5. (4-Z G-� o� Sf � Sheet Number(s): C2_ "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Ej—Entered in TRAKiT on \applications\forms-applications on Iine\revision submittal Created: S-13-2004 Revised: City of Tukwila 111 • 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: IkI7—j( Plan Check/Permit Number: bia-ao/ ❑ Response to Incomplete Letter # I— Response to Correction Letter # 2 Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: ro i4,. r\ r^ IVA/44 /'A ( tV k'ci l L'•vi4 r Project Address: 1,c--M 1 `j I AVE" S /��, L Contact Person: ?OLWA U( �CAfl GAIVW 1tA Z7 Phone Number: 0�__73 Summary of Revision: j( S-ppoce4e op �' 1-r 'KjV- a t�J ",x 4, , Cco -quack tyu ct tits -blj—O —2 — Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 7.....) Received at the City of Tukwila Permit Center by: a- Entered in TRAKiT on W:\Permit Center\Templates\Forms\Revision Submittal Form. doc Revised: August 2015 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: /p — / 3 /-6 Plan Check/Permit Number: 2 - 11 Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 7, after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # .b/Z--©o Project Name: /7 - J E/LN4.% JQL)A-L )pZ/s/ Project Address: /S2¢1 Contact Person: ,%L P4/1/4/4/S/4040(4 Phone Number: zO( 8 /--zDA- Summary of Revision: , c,'i , o o /44A) Z v l �7 C4 7O,05 RECEIVED CITY OF T11 M' A PERMIT CENTER Sheet Number(s): L • / L— "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1R—Entered in TRAKiT on W:\Permit Center \ Templates \ Forms \Revision Submittal Form.doc Revised: August 2015 Summary of Revision: 2 I --3 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: 'v 74i Plan Check/Permit Number: ❑ Response to Incomplete Letter # 1pE- l esponse to Correction Letter # Revision # ! after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # r.; Project Name: �/ ��� ��Y`L v P�Du l S -f2- Project Address: (5. Z Q l 5'� Sy�l1�, 5.— 7 7 19/6r? Contact Person: /21/4/f /7/te a/�//i/ /7t' Phone Number: 2"C- 6 71 6 7?' C!L 2 Ft4 /l4tcJ Fc'o - /c cKr‘ V'4-e 2 l -4 t 6/Ai .sj �� S �os� G/ /2. 2 FA . «A,- 4 i! v ' h -7/ S'/ 7 E 1'LA 2 L,ipit_ S L. J7'g l/?,C2 /' A 7'6 D0--! 2'6,4 RECEIVED CI] Y OF TUKWILA JUN 2 8 2016 PERMIT CENTER Sheet Number(s): (/' 6 e, ``?-- 'is) "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: jYr-- Entered in TRAKiT on t-' — 12 W:\Permit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on Contact Person: 1/c'tic( /4 C / i Phone Number: Summary of Revision: 00 City of Tukwila 41b Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.2ov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: // /4,P/2 t/ Plan Check/Permit Number: // /Z - ocD/ L ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: 5—A)RA//,4 Z<i76/2A1/37/£- 4-)9t11157 -51'e Project Address: /72: / 57 ' 7'I1'/6,0_ 4e/A 'et 26 (--.57/— 879¢ .5k75 PL 'i$ (says /- 3) 4 C'cP/F.S 77241/4sPc, 7,4 z/040 /G'7, 61! 4 f,'», ,,J//te/G C0s7 Z-5-77Ae,97E 1 (70pI5.5 /er 77Z52 — 3 7 v /7-QL 4c, J&S RECEIVED CITY OF TUKWILA /, 741-Zt.4 7/6 c,.c APR 1 1 2016 PERMIT CENTER Sheet Number(s): �� s Sl F/= F 75 (-"' 3 (.44 L, "Cloud" or highlight all areas of revision including date of revision �w4161441 W:\Permit Center\Templates\Forms\Revision Submittal Form. doc Revised: August 2015 City* 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: 3i .G 7 / 2 - Plan Check/Permit Number: P/2 ` 6:7c2O (' ❑ Response to Incomplete Letter # Response to Correction Letter # Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 6-1,)////S 7_ Project Address: /5`2 4 ( .7 a-ve. 5: / 7 ,/z, ,,e/g E Contact Person: / 1 - Phone Number: 2e* — 2 - 8 3 ? 2- Summary of Revision: /- 3 /,o`er A , 151 C_ RECENeu CITY OF TUKw!u OCT 312O121 Sheet Number(s): "Cloud" or highlight all areas offevision including date of revision Received at the City of Tukwila Permit Center by: — Entered in Permits Plus on (-3( 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 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through Date ©C 7 f/ Z the mail, fax, etc. Plan Check/Permit Number: D 12-001 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 • Revision # 1 before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Sarana International Buddhist Center Project Address: 15241 51 Av S Contact Person:/4/e- lIf e1//_=/(/-' Phone Number: zdG— C7' 65 79 Summary of Revision: 3 �6,oi,�s O � /2?1402/ r 7 S %lb'J9 /G-o. _ .0 G .� /51 s'a/1/,oZ/.v 4' Sheet Number(s): RECEIVED Y OF 1't)M. Ant A "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: '):1— —Entered in Permits Plus on 1, 12 PERMIT CENTER \applications\forms-applications on Iine\revision submittal Created: 8-13-2004 Revised: Received at the City of Tukwila Permit Center by: Nr—Entered in Permits Plus on City0f 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: l z 0 e' 7 i( Z Plan ChecWPermit Number: ❑ Response to Incomplete Letter # Response to Co ct'on Letter # Revision # ermit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: S o0 Project Address: /5 z 4 ( �< 52; Contact Person: i /7! *K- 5 Phone Number: 2 C _ s 7/ ' 7 9 4- Summary of Revision: . e-f ce.- CITY OF TUKW4.A OCT 12 MI • 0ERMl7 CENTER /// /li�.�no- — Sheet Number(s): "Cloud" or highlight all areas of revision includin pof rev' ion 17? ,-, 41_ 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 Fax: 206-431-3665 Web site: http://www.citukwila.wa.us 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-J-I�-p-- Plan Check/Permit Number: D 12-001 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 3 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Sarana International Buddhist Center Project Address: 15241 51 Av S Contact Person: A/4/-14+ /--//D Phone Number: 2 .3 - l 5 ' l _�� Summary of Revision: ALL PL At^lACc_ R- 7 6 fr Ltd/ • RECEIVED IITV OF TUKWILA SEP 2120121 PfiliMIT CENTER Sheet Number(s): A - 1 U AC, ¥ L-I , L- 2 "Cloud" or highlight all areas of revision including date of r Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 61 ~y4 AND &n!6 , \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: City* 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, fa., etc. Date: 8 — /3 ❑ Response to Incomplete Letter # Response to Correction Letter # 2+ ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: t71 Z aJ / Project Name: 7E i pLe• Project Address: /.S2 4- / 5/ 57'. AVE 5 ' rvKa>/Cam.. Contact Person: .42MA1--/ Phone Number: ZS 3 — Y 6ef-Aj _ Summary of Revision: 1 ttr 4 `�E27S C 4 CC Dp/ 41J/Des/6,A.) jZ15//67cr - / /4 Gv if PzA i Gvf O," - (2,7.a/rr/A, 4 /1.,t%1 G 4777�`Z Z L, --Z / z�. S //Ol £ /7/107#� �/c' i ' Zia 7- 7 )2 RECEIVED OIV OF TUKWItA 'AUG 13 20121 PERMIT CENTER Sheet Number(s): .CALL . "Cloud" or highlight all areas of revision including date o revis Received at the City of Tukwila Permit Center by: [�-- Entered in Permits Plus on Or- I H:\Applications\Forms-Applications On Line\2010 Applications\7.2010 - Revision Submittal.doc Revised: May 2011 City of Tukwila Ili Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: htt://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. - 4-- Z1 Z Date:Plan Check/Permit Number: D 12-001 0 Response to Incomplete Letter # • Response to Correction Letter # I ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Sarana International Buddhist Center Project Address: 15241 51 Av S Contact Person: ,L��p-4,LL/VDc, Loy VA Phone Number: 25a "6S-3-681s• Summary of Revision: A-i v sirc PLAT/ a Occ9PEof wotz , serfutrat A- 3 e FL rZ. PLs4 N f/EA r riG CAM . 1JUN 01 2112 /?fir//S.Q S/Z <.�.4 — S 7 S PERMIT'— • E. a 61,-ne c' h' Z7/ - — 4 ef-A_ e Sheet Number(s): A -/ C4) > A-3 699, "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Irsr-Entered in Permits Plus on 1" \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: J' -7- /2 Plan Check/Permit Number: D 12-001 • Response to incomplete Letter # 2 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner crrrSLa MAR -12 2012 PERMITCENiER Project Name: Sarana International Buddhist Center Project Address: 15241 51 Av S Contact Person: AR/Ill/4 L6�i/4 Phone Number: 2.6 "6S3 -6e Summary of Revision: CA L G . CS12UGr `) c9CG1-7E-1 G7/ Sheet Number(s): /A— .lA -AA-SA. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Ce ter by: Entered in Permits Plus on ML� \applications\forms-applications on Tine\revision submittal Created: 8-13-2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: t7/. // 2- Plan Check/Permit Number: L% 1 —CV ❑ Response to Incomplete Letter # / ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: /?<\ C / f&-i,),L%7-/ )1-& ,eje) P.21a -- Project Address: /^rZ 4-7 / Sk74 A L S . Contact Person: l /A-/zAJ/ 1) TZ/v.K _ Phone Number: 2' .Y4 P / r Summary of Revision: et D6 % /j €/-ipt-�_ ,/ 7,4.i/E Z� /ZC-CL i7`�Z7 COY OF fi.3`t(ash.4 FEB 4 3.2011 PERMIT CENTER Sheet Number(s): 4 /t%•% 5 , "Cloud" or highlight all areas of revision including date o r vis i c Received at the City of Tukwila Permit Center by: Entered in Permits Plus on GI- H:Mpplic ticrosWmms-Applications On Liae\2010 Applatiom\7-2010 - Revision Submitod.doc Crated: 8-13-2004 Revised: 7-2010 Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): Grantor: Sarana International Buddhist Center, a Washington State non-profit corporation Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Along 515t Ave. South located adjacent to 15241 51st Ave. South. Abbreviated Work Description: Work within the City Right -of -Way for widening the driveway access and utilities. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right-of-way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right-of-way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this if day of g ,2012. Proper y • wner / Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that �a Iry f-t� 7l eo ?e .►�Ln Q«dG( is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the `Res / G� e/A- of Sarana International Buddhist Center, a Washington State non-profit corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated if (DA kite /1 We% Not ublic in an�or the State of Washington residing at / (,/ t ( (& My appointment expires 0570.9 /i DATED this GRANTEE: By: Print Name: Its: eiLL day of /\avei1er ,2012. CITY of TUKWILA Bob Giberson Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) On this day, before me personally appeared BOB GIBERSON to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. I, 40 a s v0�OT'4p i Name: NOTARY PUBLIC, in and for the State of Washington, residing at Ck+(( c31` G� My commission expires: q 4 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center/Building Division: 206-431-3670 Public Works Department: 206-433-0179 Planning Division: 206-431-3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: t::j;- W I • To be':connpletedbyapplicant Site address (attach map and legal description showing hydrant location and size of main): 15.041 S.1 s} Av-e_ . :Owner inforlYtation�; r , - , , .- .. ; . gen /ConteCt<PerSo6• ,. ; . ,fi��j ANames/iiQ/�/L✓�} Q /ALL�hlld J e fd Name: Address: C/ V raK� - 0 )9 a Address: Phone: 00 p rf R 3 99 Phone: This certificate is for the purposes of: ❑ esidential Building Permit [jICommercial/Industrial Building Permit grRezone Estimated number of service connections and water meter size(s): 0 Preliminary Plat ❑ Short Subdivision ❑ Other Vehicular distance from nearest hydrant to�Aclloossesi' ooinnttgf ruc ije:is ft. Area is served by (Water Utility District): ��� Owner/Agent Signatu Date Part.B To be completed liTwate utility di tract 1. The proposed project is within 2. o improvements required. . l Gt l<w i LA- (City/County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: /U/ 4 (Use separate sheet if more room is needed) CORRECTION LTR#� 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of . 3 600 gpm at 20 psi residual for a duration of 2 hours at a velocity of / o fps as documented by the attached calculations. 5. Water availability: ET -Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. ❑ System is not capable of providing service to this project.X-CO RECEIVED JUN 04 2012 PERMIT ,CENTER I hereby certify that the above information is true and correct. Co . lv 41 EI f) s`rR i cr41 Z6 Agency/Rhone 2.0Co-2q2.-954(7 By . This certificate is not valid without Water District #125's attachment "Attachment to Certificate of Water Availablity" \applications\water availability (7-2003) Printed: 9-16-03 4/-23 - 12- Date FxPiR�S C•� 23-/3) entitled Attachment to Certificate of Water Availability King County Water District No. 125 The following terms and conditions apply to the attached Certificate of Availability ("Certificate") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the. City of Tukwila ("City"). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. Applicant's Signature District Representative /lt Date r Date - Z3 - / 2 "M'Q EM TOWARD ABM' [RONMEWr' SEWER DISTRICT 14816 Militari' Road South P.O. Box 6 Tukwila, WA 98168 Phone: (206) 242-3236 Fax: (206) 242-1527 CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY Residential: $50 Commercial: $100 gl Certificate of Sewer Availability OR ❑ Certificate of Sewer Non -Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: 0 Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: ❑ Residential Single Family ❑ Residential Multi -Family 0 Commercial U Other Applicants Name: SGr4-te0 Z.4-I Budd ks-f fei Phone: 2e,,6 —27? — P3 79' Property Address or Approximate Locatior); Tax Lot Number: 15-2 't I ri° /Lc_ S Tukwr t4 I rIP B' 22 2 30 9 — qv/ 7 Legal Description(Attach Map and Legal Description if necessary): Part B: (To Be Completed by Sewer Agency) 1. cil a. Sewer Service will be provided by side sewer connection only to an existing 4 ,tr.size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) the construction of a collection system on the site; and/or U (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. 10 a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due,prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) Either a King County/Metro Capacity Charge, a SWSSD, or Midway Sewer District Connection Charge may be due upon connection to sewers. b. Easements: ❑ Required ❑ May be Required RECEIVEC c. Other: C-lice e ,j be do(c4,- viii h.el JUN 04 2012 661.414ECTIONI PERMIT CENTER b ix...00 1 Ltfit# I hereby certi y that the above sewer agency information is true. This certification shall be valid for one year from the daftof signa re. Title Date ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ("District") Certificate of Sewer Availability/Non-Availability ("Certificate"). 1. This Certificate is valid only for the real property referenced herein ("Property"), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate ofSewerAvailability/NonAvailability and this Attachment, and fully understand the terms and conditions herein. Applicant's Signature Date Parcel Number 2223049019 Site Address 15241 51 ST AVE S Zip code 98188 Taxpayer PANGNANANDA POLWATTE The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County." f o././7- (1 fi 1 Parcel Ma (m 1N,,�� i yy�yyi0 ` Nl"9'Vg_O A i yp,� 11 N O II Otr I _ 4 A . 1 cr.6R Etotpp C�N' q 1OQ al g �N N Li E 51S[ VE-S N N v J O - I pppN �v - � 1} �] C fi -, V '� ',I it , I,�y _ i vV C]', W ,4 .i O QN (Q �'y 14 .�. ..a w 1, ua IN 1� A\ i� �f ... � L N a.� ! S3jy N41 � CITY OF TUKWILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplan@ci:tukwila.wa.us Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: : ( - 2O STATE OF WASHINGTON) ) ss. COUNTY OF KING FOLwz7%6 7: PA/M A/A/t/A/4 . , states as follows: [please print name] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3 I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number l ( , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. Owner Owner's ent* Signed and sworn to before me this /3 day of ! `K�ve-eI'- , 201 �. OTARY PUBLIC in and for the State of Washington Residing at Name as commissioned: My commission expires: , County// e (,kr / e 1%s--,99-// 18.27.090 Exemptions. The regi•ion provisions of this chapter do not apply to:. 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this> chapter or otherwise. The exemption prescribed iri this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; ii. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An oJWner* who,pel forms maintenance, repair,, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or ' manufacturer; 18. An entity who holds valid electncaTcontractor's license under chapter 19 28 RCW;tt at employs a certified journeyman electrician; afled residential specialty electrician, or an electrical tcertiainee'meeting the requirements of chapter i9,28 RCW to perform plumbing work that is incidentally,',directly, and immediately appropriate to the like -in -kind replacement of alhousehold appliance or other small' household utilization;equipment that requires limited electricipower,and'limited waste and/or water connections A electrical Arainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2009 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D12-001 Occupant/Tenant: SARANA INTERNATIONAL BUDDHIST Building Address: 15241 51 AV S Parcel No.: 2223049019 Property Owner: PANGNANANDA POLWATTE SARANA INTL BUDDHIST CENTER, TUKWILA, WA 98188 Use: NCHR Occupancy Group/Division: A3 Type of Construction: VB Automatic Sprinkler System: Provided: YES Design Occupant Load: 220 BU 7,•2 /2'i DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov City ori ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 2223049019 Address: 15241 51 AV S TUKW Suite No: Project Name: SARANA INTERNATIONAL BUDDHIST CENTER Permit Number: D12-001 Issue Date: 11/13/2012 Permit Expires On: 05/12/2013 Owner: Name: PANGNANANDA POLWATTE Address: SARANA INTL BUDDHIST CENTER , 15241 51 ST AVE S 98188 Contact Person: Name: POLWATTE PANGNANANDA Address: 15241 51 AV S , TUKWILA WA 98188 Phone: 206 859-7034 Contractor: Name: OWNER AFFIDAVIT - POLWATTE PANGNANANDA Phone: Address: , Contractor License No: Expiration Date: Lender: Name: Address: DESCRIPTION OF WORK: CONSTRUCTION OF A NEW SINGLE STORY 1500 SQ FT BUDDHIST TEMPLE RELIGIOUS BUILDING. EXISTING' RESIDENCE TO REMAIN ON SITE. PARKING AREA WILL HAVE DRAINAGE SYSTEM AND BE AC PAVED. PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL, LAND ALTERING, STORM DRAINAGE INCLUDING INFILTRATION TRENCHES WITH OVERFLOW, ON -SITE CURB, PAVING PRIVATE PARKING LOT, STREET USE, AND UNDERGROUNDING OF POWER. WATER DIST. 125 & VALLEY VIEW SEWER DIST. Value of Construction: $233,340.00 Fees Collected: $8,095.27 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 5 Electrical Service Provided by: SEATTLE CITY LIGHT **continued on next page** doc: IBC-7/10 D12-001 Printed: 11-13-2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 100 c.y. Fill 200 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non -Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature: (itY � Date: ` H - -- /'\ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: / 1 ^ 13 -2 01 L Print Name: P® This permit shall become null and void if the work is not commenced within 180 days from 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 DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. doc: IBC-7/10 D12-001 Printed: 11-13-2012 7: Notify the City of Tukwila Building Divisic for to placing any concrete. This procedurc ti addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor .Air Quality Code. 12: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping. 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 Building Department (206-431-3670). 15: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 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: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 18: Schedule and attend a Preconstruction Meeting with the Public Works Department, prior to start of work under this permit. To schedule call Public Works at (206) 431-0179. 19: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206) 433-0179 of commencement and completion of work at least 24 hours in advance. 20: Work affecting traffic flows shall be closely coordinated with the Public Works Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 21: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 22: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 23: Any material spilled onto any street shall be cleaned up immediately. 24: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 25: A bond in the amount of 150% x cost of work within the Public Right -of -Way made out to the City of Tukwila for possible property damages caused by activities. 26: Owner/Applicant shall sign with Notary, a Hold Harmless Agreement for work within the Public Right -of -Way. 27: Owner/Applicant shall sign with Notary, an SAO Hold Harmless Agreement. 28: PAVEMENT MITIGATION FEE SHALL APPLY TO THIS PERMIT. AMOUNT TO BE DETERMINED PRIOR TO PUBLIC WORKS FINAL. FEE TO BE BASED ON (x-x YRS. OF PAVEMENT LIFE REMAINING) $x.xx PER SQ. FT. PUBLIC WORKS PROJECT INSPECTOR TO MEASURE PAVEMENT CUT FOR FEE CALCULATION. doc: IBC-7/10 D12-001 Printed: 11-13-2012 29: Temporary erosion control measures si'e implemented as the first order of business prevent sedimentation off -site or into existing drainage facilities. 30: 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. 31: The Land Altering Permit Fee is based upon an estimated 100 cubic yards of cut and 200 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 32: 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. 33: 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. 34: ***PLANNING*** 35: All conditions placed on this project under L11-025, L11-026 and L12-008 apply to this building permit and shall be complied with during construction. A copy of the Notice of Decisions for the three approval listed shall be on site during construction. 36: ***FIRE DEPARTMENT CONDITIONS*** 37: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 38: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 39: 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) 40: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 41: 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) 42: 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, 4-3, 4-4) 43: 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) 44: 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) 45: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 46: 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 1008.1.8.1) 47: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) doc: IBC-7/10 D12-001 Printed: 11-13-2012 48: Exits and exit access doors shall be marWby an approved exit sign readily visible fro direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 49: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 nun) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 50: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 51: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 52: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 53: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 54: An approved automatic fire sprinlder extinguishing system is required for this project. (City Ordinance #2327) 55: All new sprinkler systems and all modifications to existing sprinlder 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 sprinlder work shall commence without approved drawings. (City Ordinance No. 2327). 56: U.L. central station supervision is required. (City Ordinance #2327) 57: All valves controlling the water supply for automatic sprinlder systems and waterflow switches on all sprinlder systems shall be electrically supervised. (City Ordinance #2327) 58: All control, drain, and test connection valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. The signs shall be secured with corrosion -resistant wire, chain or other approved means. (NFPA 13-6.7.4.1, 6.7.4.2) 59: A supply of spare sprinlders (never fewer than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in a cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A special sprinkler wrench shall also be provided and kept in the cabinet to be used in the removal and installation of sprinlders. (NFPA 13-6.2.9.1, 6.2.9.2, 6.2.9.3, 6.2.9.6) 60: When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Sprinkler Riser". (NFPA 13) 61: Sprinkler coverage around unit heaters needs to comply with section 8.3.2.5 and figure 8.3.2.5 of NFPA 13 (2007 edition). 62: Maintain a 4 foot clear space around the sprinkler riser(s) for emergency access. (NFPA 25) (City Ordinance #2327) 63: All new underground piping shall be hydrostatically tested. Test pressure shall be not less than 200 psi for 2 hours. The amount of leakage at the joints shall not exceed 2 quarts per hour per 100 gaskets or joints. Contact Dave Stuckle, Utilities Inspector, Public Works Department, at (206) 433-0179 to make an appointment. (NFPA 13-10.10.2.2.1, 10.10.2.2.2, 10.10.2.2.3, 10.10.2.2.4) doc: IBC-7/10 D12-001 Printed: 11-13-2012 64: Fire department connections (FDC's) sh e oriented in the direction of fire apparatus ess, have a 4 foot clear space in front and to the sides of the conned be appropriately signed, have the buildin ess served by the FDC stenciled vertically in 3-inch high white nurrwers on a "safety red" background directly ben 4.n the hose connection facing the direction of vehicular access, and protected from potential vehicular damage. 65: The height of fire department connections (FDC's) shall be 36 to 48 inches above grade. 66: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5-inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13-6.8.3) (City Ordinance #2327) 67: Post Indicator Valves (PIV's) shall have the building address served by the PIV stenciled vertically in 3-inch high white numbers on a "safety red" background, facing the direction of vehicular access. 68: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2328. 69: 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 #2328) 70: Local U.L. central station supervision is required. (City Ordinance #2328) 71: 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 #2328) (IFC 104.2) 72: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 73: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2328) 74: Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #2328) 75: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control". (City Ordinance #2328) 76: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 77: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2328) 78: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 79: Every building shall be accessible to Fire Department apparatus by way of access roadways with all-weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn -around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 80: Fire apparatus access roads "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2047) 81: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 82: Maximum grade for all projects is 15%. 83: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 84: In occupancies of Groups A, E, I and R-1 and dormitories in Group R-2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be doc: IBC-7/10 D12-001 Printed: 11-13-2012 prepared in accordance with NFPA 701 andished to the fire code official upon request. a 805.1, 805.2) 85: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 86: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 87: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 88: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 89: ***PLANNING CONDITIONS*** 90: All conditions placed on this project as part of the approved conditional use permit (L11-025) remain in effect and are hereby adopted by reference. A copy of the Notice of Decision is attached. 91: All conditions placed on this project as part of the approved parking determination (L11-026) remain in effect and are hereby adopted by reference. A copy of the Notice of Decision is attached. 92: All conditions placed on this project as part of the approved design review (L12-008) remain in effect are hereby adopted by reference. A copy of the Notice of Decision is attached. 93: An ISA-certified arborist shall be on site when any work is occurring around the critical root zone shown on page 3 of 3 of the civil plans. The ISA certified arborist shall submit a signed letter stating the date(s) that he/she was at the work site and that the work complied with best tree protection practices. 94: An ISA-certified arborist shall supervise the soil restoration within the critical root zone. The ISA certified arborist shall submit a signed letter stating the date(s) that he/she was at the work site and that the work complied with best practices for soil restoration within the critical root zone. 95: All landscaping shall be installed prior to final approved being granted for the new Temple structure. 96: No field modifications to the building, landscaping or site design are permitted without the express, written authorization of the City's Planning Department. 97: Signage is not authorized under this permit, a separate permit is required. 98: Prior to final approval of the new temple structure, the applicant shall submit a transportation management program to the City for review and approval. The transportation management program was specifically required as part of the parking determination, see L11-026. It is highly suggested that you provide the plan to the City well in advance of completion of the Temple structure. The City will need time to review and likely comment on the transportation management plan. doc: IBC-7/10 D12-001 Printed: 11-13-2012 • CITY OF TUKWILA Community Development Department ' Public Works Department , • Permit Center, • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci tukwila.wa.us Applications and plans must be complete in order to be accepted (fo plan review. Applications will not be accepted through the mail or by fax. **Please Print** Site Address: l5 Z 4•1 -5/ 6f AVg a. Tenant Name: King Co Assessor's Tax No.: 2227o • Suite Number: New Tenant': Floor: ❑ Yes ❑..No Property Owners Name: SAi2A4116, 61siTEtZt-IAT/D WAL. �IJPPth 5T CANT Mailing Address: 15 2 47 67 5% AVE rJo. ruxte%L.4 W14. q ?lag. City State Zip CONTACT PERSON who do we contact when your.permut is ready to be issue Name: 42/L-14, Nvo LE y /A Mailing Address: 2560 4 /2dth. Pt. E-Mail Address: A L g yviA 2.1 oo Ato L. • Day telephone: l�e7T• City Fax Number: 25 a-71 WA• gad State Zip GENERAL CONTRACTOR;INFORVIATION _ ;(Contractorinformation for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5 Company Name: Mailing Address: Zip Contact Person: E-Mail Address: Contractor Registration Number: Expiration Date: City Day Telephone: Fax Number: State ARCHITECT OF`•RECORD =Rill plans must be' wet" stamped by Architect of: Record; Company Name: Mailing Address: •� • . •• Contact,Persoh: t E-Mail Address: City Day Telephone: Fax Number: State Zip •ENGINEEROF RECORD - All plans must be wet, stamped by Engineer :of Record• Company Name: Mailing Address: City Contact Person: Day Telephone: E-Mail Address: Fax Number: H:\Applications\Forns-Applications On Line\2009 Applications\I-2009 - Permit Application.doc Revised: 1-2009 bh State Zip Page 1 of 6 Valuation of Project (contractor's bid price): $ Existing Scope of Work (please provide detailed information): 1b ' 0 =I. F%. xr'r 'DU IW/h1( (,4005. Will there be new rack storage? �3rd Floor, aluation: $ L7l ieW 7v Ago ©.. No If yes, a -separate pe and plan submittal will be required. • loors • • thru Provide All Building Areas in Square Footage Below •• 'Existing' 4610 lnterior;Remodel ddition to ,. fisting - St . fife 104.0 :Type:of Construction.per ,1'BC • Type.of • Occupancy perk. .1BC Basement Accessory, Structure*~ z , t Attached Garage -`. Detached•Garage ttached•Carport` Detached,Carport • • ;Covered Deck 7` :Uncovered'Deck _ PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? Yes 0 No If "yes", explain: ELL* . (Ail 0 o,, 7"eMPor4 2 y 45 A 7 MP1 FIRE PROTECTION/HAZARDOUS MATERIALS: .n) Sprinklers $1 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 01 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\2009 Applications\I-2009 - Permit Application.doc Revised: 1-2009 bh Page 2 of 6 • 1 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ Describe the scope of work (please provide detailed information): 7 4 f 72vc '; 0 5- / lr 6o et s fjL D 4 — f 5- 'o D% -� U SF . �X �/� /�� - - �G /2?5.r-94-/ /-1 & Sl 76 PAS Kr Pe hVel' W///i9-v /i /AJ-SA- • Existing Building Valuation: $ Will there be new rack storage? ❑ ....Yes .. io 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 IBC Type of Occupancy per IBC 1$` Floor Z2 6 OQ V 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck CORRECTION Uncovered Deck LTR# _t______. PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by R Department. H:Wpplications\Forms-Applications On Line\2012 Applications'Fermit Application Revised - 2-7-12.docx Revised: February 2012 bh JUN 04 2012 PERMIT CENTER CITY OF TUKJ�A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Peet 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.: Site Address: Suite Number: Floor: Tenant Name: New Tenant: ❑ Yes .. No PROPERTY OWNER Name: Address: City: State: Zip: CONTACT PERSON — person receiving all project communication Name: Address: W City: . -- State: Zip: Phone: Fax: Email: GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: H:Wpplications\Forms-Applications On Line\2012 Applicationerniit Ap Revised: February 2012 t` bh Page 1 of 4 Scope of Work (please provide detailed information): Z • Tb 779 ej(/ 7 o&JE Call before you Dig: 1-800-424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ...Tukwila O ...Water Availability Provided Sewer District ...Tukwila ❑ ,.,,Sewer Use Certificate ❑... Water District #125 ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: O On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") O ...Technical Information Report (Storm Drainage) O ...Bond 0 .. Insurance 0 .. Easement(s) ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ... Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours 0 .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 (•! ...Total Cut 40 cubic yards 0 .. Work in Flood Zone �❑ ...Total Fill cubic yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer 0 .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑.,.. Curb Cut 0 .. Channelization 0 ...Frontage Improvements ❑ .. Pavement Cut 0 .. Trench Excavation ❑ ...Traffic Control 0 .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water 0 ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. f t WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ... Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: 0 Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2009 Applications \1-2009 - Permit Application.doc Revised: 1-2009 bh Page 3 of 6 MECHANICAL PERMIT INF_ ATION 7206-431-3670' MECHANICAL.CONTRACTOR INFORMATION Company Name: / • e• D • I Mailing Address: City State Zip Contact Person: Day Telephone: E-Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical ork (contractor's bid price): $ Scope of Work (please pro ide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ,® Gas .... Other: Indicate type of mechanical work being installed and t' =quantity below: Unit Type: Qty Unit Type: \ Qty U • t Type: . Qty Boiler/Compressor: Qty Furnace<100K BTU Air Handling Unit >10,000 CFM `� t, !' e Damper 0-3 HP/100,000 BTU, Furnace>100K BTU Evaporator Cooler " Diffuser 3-15 HP/500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct ermostat l 15-30 HP/1,000,000 BTU Suspended/Wal1/Floor Mounted Heater Ventilation System Woo I, Gas Stove 30-50 HP/1,750,000 BTU Appliance Vent Hood and Duct Emergent Generator , 50+ HP/1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domes ' Other Mech ); cal Equipment . Air Handling Unit <10,000 CFM Incinerator— Cm/Ind H:\Applications\Forms-Applications On Line \2009 Applications\1-2009 - Permit Application.doc Revised: 1.2009 bh Page 4 of 6 PLUMBING AND GAS PIPIN RMIT INFORMATION =V206 `431. PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: r . 13. _ Mailing Address: City State Zip Contact Person: Day Telephone: E-Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid p ce): $ Scope of Work (please provide detailed ,formation): ,Gvtt r- z oeur' /24 i4 - cot r TO E7414 r/ LIIV 6 Building •Usa (per Int'l Building Code): Occupancy (per•Int'l Building Code): Utility Purveyor: Water: • Sewer: Indicate type of plumbing fixtures and/or gas piping outle be installed and the quantity below: Fixture Type _ Qty Fixture Type:. •;.. '.ji .. .Fixture -Type: _.. Qty. •Fixture Type ,:, .: Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per he. Food -waste grinder, •..mmercial Floor Drain Shower, single head trap Lavatory ^ v : sh fountain Receptor, indirect waste Sinks Urinals Watt. Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heat- and/or vent Industriwaste treatment intercept.. including trap and vent, e ept for kitchen type grease 1 . erceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen (>750 gallon capacity) Rep. or alteration of wa piping and/or water tr, :tment equipment Repair or alter ion of drainage or ven iping Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 : ackflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective •-vice other than atmospheric N pe vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H: # pplicationsWorms-Applications On-Line\2009 Applications\l-2009 Permit Application.doc Revised: 1-2009 bh Page 5 of 6 • PERMIT APPLICATION.NOTE;S Applicable to"all`pehn4 Intthlsi.apphcation, 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS.OF THE STATE OF' WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 ER OR AUTHORI Signature:., Print Name: • D . ENT: ,: 1 �' 1--"X vA • Mailing Address: 2SZ,04 12 • PL. Date: 01 l O JI 12 Day Telephone: 5.3- LC'i^ k/S City State Zip Date Application Accepted: Date Application Expires: Staff Initials: O V 7 01[051(2-- , H:UpplicationsWorms-Applications On Line\2009 Applications\I -2009 - Permit Application.doc Revised: 1-2009 bh Page 6 of 6 9 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME .7(/AP)//.s - PERMIT # ,? t4 / /A/4 ,},P4 4 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization .Soo '9 ° Erosion prevention .5-e0 =°' Water/Sewer/Surface Water g ©o o �"' Road/Parking/Access /Z i' d o ° A. Total Improvements 2/, o'v 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 • /e0 cubic yards 20 cubic yards �2.5—`?P) (4) Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51-100 101 — 1,000 _ $37.00 1,001 — 10,000 ', ' '. 5 10,001 — 100,000 $49.25 for 1 s' 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1" r 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for Is` 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMI LI ON (1+4+5) $ 8/2 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01.01.L1TR# .......L...... CORRECTION RECEIVED I badl& 00' JUN 04 2012 PERMIT CENTER BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due removal'& roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 • 2-1 (10%) $1.00 0-1 . $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC . YARDS RATE 50 or less $23.50 51-100 $37.00 101 — 1,000 Y00 c y (37.0Q..D 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 —10,000 $194.50 for lst 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the lst 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 s` 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised 01.01.11 2 3?-1- Z3S7--o ,7/1/ f/a_/X5iei Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $133.00 D12-001 Address:1524151ST AVE S Apn: 2223049019 $133.00 DEVELOPMENT $133.00 ADDITIONAL PLAN REVIEW ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R10010 R000.345.830.00.00 R000.345.830.00.00 1.00 1.00 $66.50 $66.50 $133.00 Date Paid: Monday, December 12, 2016 Paid By: PANGNANANDA POLWATTE Pay Method: CASH Printed: Monday, December 12, 2016 9:47 AM 1 of 1 CRIOVSYSTEMS Parcel No.: Address: Suite No: Applicant: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT 2223049019 15241 51 AV S TUKW SARANA INTERNATIONAL BUDDHIST CENTER Permit Number: Status: Applied Date: Issue Date: D12-001 APPROVED 01/03/2012 Receipt No.: R12-03072 Initials: JEM User ID: 1165 Payment Amount: $5,994.06 Payment Date: 11/08/2012 11:22 AM Balance: $0.00 Payee: SARANA INTERNATIONAL BUDDHIST CENTER TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 1095 5,994.06 Account Code Current Pmts BUILDING - NONRES FIRE IMPACT FEES PARK IMPACT FEES PLAN CHECK - NONRES PW LAND ALT PERMIT FEE PW PERMIT/INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES 000.322.100 90830402.5000.5304.XXXXX 90330109.5000.5301.XXXXX 000.345.830 000.342.400 000.342.400 640.237.114 104.367.120 Total: $5,994.06 2,577.40 835.20 603.36 386.10 54.50 525.00 4.50 1,008.00 (inn. RerAint-OR Printers• 11-OR-2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.Tukwila WA.gov RECEIPT Parcel No.: 2223049019 Permit Number: D 12-001 Address: 15241 51 AV S TUKW Status: PENDING Suite No: Applied Date: 01/03/2012 Applicant: SARANA INTERNATIONAL BUDDHIST CENTER Issue Date: Receipt No.: R12-01777 Payment Amount: $812.00 Initials: LAW Payment Date: 06/04/2012 04:27 PM User ID: 1632 Balance: $6,968.83 Payee: SARANA INTERNATIONAL BUDDHIST CENTER TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1128 812.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PW BASE APPLICATION FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW 000.322.100 000.345.830 000.345.830 Total: $812.00 250.00 37.00 525.00 doc: Receiot-06 Printed: 06-04-2012 1 City of Tukwila tiZ Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 2223049019 Permit Number: D 12-001 Address: 15241 51 AV S TUKW Status: PENDING Suite No: Applied Date: 01/03/2012 Applicant: SARANA INTERNATIONAL BUDDHIST CENTER Issue Date: Receipt No.: R12-00003 Payment Amount: $1,289.21 Initials: JEM Payment Date: 01/03/2012 09:40 AM User ID: 1165 Balance: $1,987.90 Payee: SARANA INTERNATIONAL BUDDHIST CENTER TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1078 1,289.21 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,289.21 Total: $1,289.21 doc: Receipt-06 Printed: 01-03-2012 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit PERMIT Project: S?%/I /N?ERN/Mrrl/'�L fil/Dphlify—$UILDiN6- Type of Inspection: Fi l/rL Address: /S2 V/ 6757- A/4 , Si Date Called: Special Instructions: Date Wanted: 62 -260 -17 a c.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: OR BoLDiNc- fI&/-- Inspector: Date: le2,6 ,7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 12-OoI Project: r� I W1� 12.WN(�I(: -Date Type of Inspection: / icc� �p �(,f f hi✓t R Address: Called: \ do -Z4-t1 Special Instructions: Date Wanted: Co - Z3'1 '1 p.m. Requester: Pal w44 e ?u flii IV rat rA dk_ Phone No: 2,00-151-c103-1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: sip 14—y 4 b L tt-0 — &Joip.),aDifa Inspector: CJt 66 V Date: I Co,Z317 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. a4d2Ca1� INSPECTION, RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: 33 a s in i-- T ,i c Type of Inspection: I S t I ivy) Or\ Address: ' ,' Date Called: II � ' Special Instructions: Date Wanted: 1 I 1 111 C:..'" p.m. Requestei:: " , Phone No: yza Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: (0 t LU tAll t (NMPktf Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 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: cet�1�A 1,Jr'c, Pv -l/St T�ge of Inspection: t )ILbar6- <AL Address: �_ s24 / -.l S .4v.6 S Date Called: Special Instructions: exi p ule Date Wanted: L : el.)a.m. O iI7c.41:t1f: Reque ter: L liA"i -E Phone No: El Approved per applicable codes. nCorrections required prior to approval. COMMENTS: ,T- )A/ Inspector: Date: -8a7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CTION 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 DI 2- co ( Pro ct cvt. ( /BjI k(54 TYp f�ytio7C • i tici; Date CaIledAddress: Special Instructions: . /4 Date Wanted: [�� 3 - , a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS:.. jr Tetil) © e i- (o v. l'QI/' (ctr 0 K mfveci,_.ceiA. F,eerAciccr,trs[ r DcpdcS ea ,, A(c) tAct oV„._ II REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 INSP 10 INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 Project,t r 1 rt _r_esAit /e..„ Ty pf sped I R I Address:2/ l( t 7 I) r� I r �j0 Date C II Special Instructions: ,/� ^, Il !V\ Sdat_'" _p7 J(i9 Date Wanted: - 3 — a.m. p.m. R/ Ott4 wct tv , Phone 2'06—dam' 1 _7434/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: r J/ Fr ►-t ( Goo r 6 (C - 'bV,G(E— ('0Sre v(SI&(� S C f- 1er�GK 1 ?(aGt".c ( ( ( - P (A) -F-( a i o- p A-0 4 a ir--(� �r (1 `qcl rt, r e �.v-F—e °`' ctr -( Lot Y c4 0 A C fs i bi(( 4 3 Wd � .P (9 A-Gc (_(e at-tc-f q J/--4r/( S( - ' l 0 k 16 t-s C) V tt(cct ( h c jtvttv 9 ' or d F e.-co 1fbc/ticL v-t v wweC(I s, Cotl( '7)/r v-e,(5-/e-d-r:41 Inspector: )ec- Dater _r 3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit -(DI PERMIT PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: Type of I spection: Address: 0 Date Called: Special Instructions: . 5, '. Date Wanted: a.m. p.m. Requester: Phone No: QApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: . Date: ift 2. .P 1-No, r f %5 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 5 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Da-DOI PERMIT NO. aft CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670. Permit Inspection Request Line (206) 431-2451 Project: f-T ®. Type G Inspection: 5 �19 f 0 .h J tl� dr Address: \1z.Lil 3 1 A U Date Called: Special Instructions: Date Wanted: 10 a 21. LI . p.m. Requester: Phone No:, ElApproved per applicable codes. J3J Corrections required prior to approval. COMMENTS: (IR?>-ibl)e 63CAi KC — +- , ti L tJet-Afr> 1 1\ krk i,..t 6 i t.1 - L — ►Jf,e1 ). <Y^^ i C ra-) ( po4 ry S ri / trtspeftof: A Date: I� ZI (zi R INSPECTION FEE R QUIRED. Prior to next inspection. fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING. DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: ,D C-zA A i? tz\a Imo: &t Type of Inspection: w A l \� 0 LA i l tsi� Adds: \ 5,-4-1 1 5 ) /1 kS Date Called: Special Instructions: - • Date `WI ..... :� — rLI m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: \ . LSLlLA t 1f �') . a ` L3Wilt 0e(c1 _s�. & (Aft \ 0 OP-_. 3._t...) SLk i /- l --t 0 ^ KJ Date lo_j CTION FEE REQUIRE. Prior to nex inspection, fee must be 6300 Southcenter Blvd..'Suite 100. Cal, to schedule reinspection. INSPECTION RECORD Retain a copy with permit. INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: A- R�N�t- 15UO k S T" Type o` 1 s ion: --�.+ ‘S . a, ,� Address: ( ✓ Date Called: Special. Instructions: • • Date Wanted• / 3 2"T - 1 1 p.m. Requester: Phone No:. Approved per applicable codes. El Corrections required prior to approval. COMMENTS: • . tOM 1 G--o J 1A M\S tin S4ivd:JA correr :Dn -STAS JI A-f i --b S4, e L PV \ D{J ,n NO A 0-1-8 - I& e As- rn 3 ft- 0( '1: o %��) 5hrrir._&c- n a-fr. (� /t. tr) �CJ'�?.f� ,� ,is A'T < < - r�a tx MJS✓�P�Q h A J P 34 -e e_U ,c S Li r1 ifrt` /1 AT UJ/I1 Tr i' P(o e_C.Ct, o /L,‘ k-C 2-, Insp(ctor: Date: _ 2,4 n REINSPECTION FEE R r ' ED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO: PERMIT NO. CITY OF TUKWILA BUILDING - DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206).431-2451 . . b 12-00 l Project: - • 2) t�-AOA• ( IQOHISr Type o j spection: I L . I Add s •Date 1 S r' U S Called: ' I-�- i� l t 1 K Special Instructions: Date Wanted: ff j- —���1`1 `i�rry p.m. Requester: Phone No: roved per applicable codes. Corrections required prior to approval. COMMENTS: l,L T 0 1--N21 e crd l-e(0 Inspe r: Date: REINSPECTION FEE R UIRED. Prior to next inspection, fee must be vij.d,gt 6300 Southcenter Blvd., Suite 100. Call to schedule'reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit bDcit PERMIT NO. - CITY OF TUKWILA BUILDING .DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 ProjecA RAN Ni A t t.l i} f t ) 'Pipe � Addre s- k-;2L1! 5{ siv _5 Date Called: FR4NA1-Ai Special Instructions:. Date ted: L 114 a':m. Requester: Phone No: Q Approved per applicable codes. Corrections required prior to, approval. COM MENTS: V urrecil' + be �J-Ih e : ��-}:v 1( 4 213-1tci kkEekil Do Q OSZ:l L CiF Re C A t .( i i m 1 MI6 .i sV Ste) v t speZ! 6r: /y R INSPECTION FEE REQtJIRED. Prior to next inspection. fee must be Raid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP TION NO. PERMIT NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 tJ i 2 cJcs Project: .�Al2(tiN4`l .LnA101 •l3Lici4:s1 Type of Inspection: X�5isPRf%1in/ GJ Date Called: Address: /J241/ 5/41/S Special Instructions: Date Wanted:. "—I .......6 _ 1 a. �p:m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: m pec� r. f ! �--('7 REIN PECTION FEE REQUIRED. Prior,/ next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 06 INSPECTION NO. PERMIT NO. CITY .OF TUKWILA BUILDING DIVISION G_ 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit Project: A , �.'V- J UDO 1'' S�-C' Type,of Inspge_tion: ,a " . 5 _ C k A67 llcial Date Called: SpeInstructions: Z Date Wanted n .a.ra�- "� p.m. Requester: Pho a No: ',o (o ted S —,7" 0 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: Inspector: x Dat Zy r (3 ri REINSPECTION FEE REQUIRED. PriSr to next inspection, fee must be paid}at 6300 Southcenter Blvd:; Suite,1,00 Call to schedule reinspection. 4k4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. /s/ CITY OF TUKWILA BUILDING DIVISION C.J 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Ir (206) 431-3670 Permit Inspection Request Line (206) 431-2451 L— £ t2 -oo Project: ` — -. . 2A.-`igc— k 1 ( Type of Inspection: (A A.(J J E. Slike Addre,,,g: (.57= kit- 12.4i S t _� Date Called: _ Special Instructions: - Date Wanted _ p.m Requester: Phone No: 053 8 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: (i) se �',OAI'�j�°_ ' A e... L.) D F ,Ic_C CAD 1'.0 izz f cJ re S J A"" `i\ ; c e A f- o iin U L / C-0A, -" •4 S - : A , A !.-001P 0 FA- r,o All "1 S t A L D %\ C f AtLe ., .--F '\G. A eel (9-F (2- fc -S r)F LE-11^ S 0 P , (14 AvF- �i- I ‘_ ,c . . ) It r l r AC Gv ,r,,, OD Nbr" pour 40 prM:509N Vf b (vt 4,/\ (^ -e L_ P- k Inspe` or: ' Ij n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date:2_f{--j5 INSPECTION RECORD . Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project: , . 2 A, 6• �i Type !of -Inspection: ..� t ^ / j 11 A I i (-I 'V Address: I C7A t Si ,-mot Date Called: Special Instructions: Date Wanted:.tt G _ (Tm., t ` P.m. Requester: .02 Phone 2._ 3 _ 6S3 -6,8/S Approved per applicable codes. Corrections required prior to approval. COMMENTS: p\--- 1 T 6 V p‘)J r roO k Ac) % -On\ ^A-L_ Ar Arr .`. ci\--(f A o /\ r /C_-cam/ ' C _ A c_ , k Inspector: Date: 1 r- REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 0.1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: Type f Inspection: ti 7 t AddreS 24 �' At.AVE Date Called: Special Instructions: Date Wanted: J r-�—" 13 p.m. Requester: ElApproved per applicable codes. Corrections required prior to approval. a COMMENTS: ^k)AA. olie5 LLDtI kil4 Aid 0N_. OA S`' - 0'zo_ IA e__ K) D ,>a (*A-K J r :_ As ,0 P 1 ,)14 (-LJ ?f' A) 0 AA 49,S C A-6, _ 1`7) f (1. e) AVoki7 `-r7) Acee Si P Wc-_ 7 fite_ (A -(lee _ c A/, rr*.mil- ((0( ,/LIP,ff A 5,�..._- r' _ W P i eePJ(e a >40 iw7 .-1)d J/&_ /1� : A &. ) S l ..?PCB' A g. fP 6L, c1,'re 4A/ A I / i` :'')),i Al' 1'€64: n niffin r AA` - s1 A L_ c A-r- id Dd0 `Key W AlD-7 ;7 6. '��JT4-4 Inspector: cu_NA Date: n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 6300 Southcenter Blvd., #100, Tukwila. Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION WA 98188 \O— (206) 431-3670 D 2. ©v Project- Type 1'Inspecon ti: 4. Address: � �. ' 1.. 2A 1 5 t : AVE,-- Date C Iled: V r-2,-- c�AS -,-, Special (� coo .�Instructions:S' - L Date Wanted:. , Date 2 .3 ( ft. ` m� p Requester: Ga .E_ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1, /k a K •S 11 c i� a T `° �+ j ,' ` (E1er O /: ,( Ste- 6ci dtC (-e-o j il1T 0/v - B ,.- R n A Inspector: clu„S, IkILY Date:1 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER 7_ 1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �� :- Ala_ g-,..dis4 f., l_e.. Type of Inspecti n: • --- eL,- i A /41,7' Address: P-ev1r ` �- j5,,e, Contact Person: Suite #: / Z"P 9 — �"/ Special Instructions��J Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: — - Z. ' ''4 . a- "67/e , e - 17 it 4 i z-ol AWA--) ,e- 4,,,t,c.,4,_ Mge-- ,45;,-A---/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: e Inspector: 'o_ 24c-- - Date: /ohs/ f y Hrs.: D . 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip:; Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER -00 iy-5 -62 (3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /1` 7�� llpold/S/ Gf Type of Inspection: AA,/ Address: Suite #: )4-2 '/ s7" �j A/6'' Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: eql-‘ / ---- Sike, 1Z c — A/. �7e7 ii3LA' / r �,,-, s /e/ /0 al deii6Y Ai /7c/L ,'i1 ce,K2'ci - g / e "17-,7 . Needs Shift. Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: (`' Date: /©WW/// Hrs.: /. CJ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: -ScP-014 QtiddA;s-, in,ric Type of Inspection: F, (';,4. l Address: /)'?' / 5-Is + ,41, e S . Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. corrections required prior to approval. COMMENTS: Pq1- _ in. GwitvQK vY v O'. jc: i- CI6p✓S 5 �� Posh /�� -uc z di ' �k� � �a S t . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: / ,, i Date: 9 -i0- /4-/ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City. of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Ce.roen lofts It- T Typ of Inspection: �o — //e/- Address: Suite #: j cZ c(1 s T c".1 Aye., . Contact Person: Special Instructions: Phone No.: -Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4-i Q s d14- v C.-over- .• f; Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type:: Inspector• 73 Date: 7////7 Hrs.: 2. 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 2009 Washington State_: Energy Code. Compliance Form for :Nonresidential and Multifamily; Residential Exterior Lighting Summary LTG-EXT CO 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info . Proj Addres /SZ c 7 -_ 5% .7‘... 4 V� so.. Date. For Building Departmente �� FILE E C " t` Use nt [f" Y - . Name: te4 A ipt7g4/7.. �UD 'I ag. Appl. Name A% d,44. ,i ' t V. •r„ . Q Appl. Phone 7 s-- = 7J — (o 8/r• Project Description - i • • New "'• Addition • Alteration ■ Plans Induded Refer to WSEC Section' 1513 for controls and commissioning requirements. Lighting Zone (as specified by Jurisdiction) a Zone 1 Zone 2 0 Zone 3, C Zone 4 Compliance Option • Ligtting Power Allowance, 0 Systems Analysis Building Grounds (luminaires > 100 Watts) motion sensor • Efficacy > 60 lu rriens/W • Controlled by • Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) and space use not changed. • No .changes are being made to the lighting • Less than' 60% of fixtures are new, installed wattage not increased, & space use not changed. Tradable Maximum Allowed Lighting Wattage Base Site Allowance: Tradable Surfaces Description Hnowea vvaus per ft2 or per If Area (ft ), perimeter (If) or # of items Hnowea vvaus x ft' (or x If) • Total Allowed Tradable Watts: Tradable Proposed Lighting Wattage (use mfgr listed maximum input wattage for luminaire.) Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed - • • Total proposed tradable watts may not exceed the sum of total allowed tradable watts Total Proposed Tradable Watts: plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non -tradable categories: Non -Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: Non -Tradable Surfaces Description Allowed Watts per ftor per If Area (ft), perimeter (It) or # of items Allowed Watts x ft(or x If) Non -Tradable Proposed Lighting Wattage Surface Fixture Description Number of Fixtures . Watts/ Fixture . Watts Proposed EVIEWED FOIE OF IV U )E COMPLIANCE CITY APPROVEDJAN 0 3 70 Non- dable p pled wa etiff s4 1 tal e s watts for all non -tradable surfaces are less than remaining site allowance City of Tukwila BUILDING DIVISION may not exceed allowed watts for any individual ILA 2 Total excess Non -Tradable watts: Site Allowance BalarR EIS 212OO( 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Lighting Summary (back) LTG-EXT 5 2009 Washington'State'Energy'Code`Compliance"fornis'for Non eiidential andlMultrfamily ResiOntiaa.1 :1 a'" TABLE 15-2B LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS )777 evised December'2010 Specific area description Zone I 500 W Zone 2 600 W Zone 3 750 W Zone 4 1300 W Base ste allowance' _ Tradable Surfaces 2 Uncovered Parking Parking lots and drives Areas 0.04 W/ft2 0.06 W/ft2 0.10 W/ft2 0.13 W/ft2 Building Grounds Walkways less than 10 ft wide 0.7 W/linear foot 0.7 W/ linear foot 0.8 W/ linear foot 1.0 W/ linear foot Walkways 10 ft wide or greater Plaza areas Special feature areas 0.14 W/ft2 0.14 W/ft2 0.16 W/ft2 0.2 W/ft2 Exterior Stairways 0.75 W/ft2 1.0 W/ft2 1.0 W/ft2 1.0 W/ft2 Pedestrian tunnel 0.15 W/ft2 0.15 W/ft2 0.2 W/ft2 03 W/ft2 Landscaping 0.04 W/ft2 0.05 W/ft2 0.05 W/ft2 0.05 W/ft2 Building Entrances and Exits Main entries 20 W/linear foot of door width 20 W/linear foot of door width 30 W/linear foot of door width 30 W/linear foot of door width Other doors 20 W/linear foot of door width 20 W/linear foot of door width 20 W/linear foot of door width 20 W/linear foot of door width Entry canopies 0.25 W/ft2 ; 0.25 W/ft2 0.4 W/ft2 0.4 W/ft2 Sales Canopies Free standing and attached 0.6 W/ft2 0.6 W/ft2 0.8 W/ft2 1.0 W/ft2 Outdoor Sales Open areas3 0.25 W/ft2 0.25 W/ft2 0.5 W/ft2 0.7 W/ft2 Street frontage for vehicle sales lots in addition to "open area allowance No Allowance 10 W/linear foot 10 W/linear foot 30 W/linear foot Non -Tradable Surfaces° Building Facades No Allowance 0.1 W/ft2 for each illuminated wall or surfaces 0.15 W/ft2 for each illuminated wall or surface6 0.2 W/ft2 for each illuminated wall or surface Automated teller machines and night depositories 270 W per locations 270 W per locations 270 W per locations 270 W per locations Entrances and gatehouse inspection stations at guarded facilities 0.75 W/ft2 of covered & uncovered area Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W/ft2 of covered & uncovered area Material handling and associated storage No Allowance No Allowance No Allowance 0.5 W/ft2 Drive -up Windows & Doors 400W per drive -through Parking near 24-hour retail entrances 800 W per main entry FOOTNOTES FOR TABLE 15-2B: 1. Base site allowance may be used in tradable or nontradable surfaces. 2. Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded. 3. Including vehicle sales lots. 4. Lighting power density calculations for the following applications can be used only for the specific application and cannot be trade between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted i the "Tradable Surfaces" section of this table. i !' S.-Mayalternately use 2.5 watts per linear foot for each wall or surface length. 9 r r s r � f +I+ y j ;'6. May alternately use 3.75 watts per linear foot for each wall or surface length. , r e. May altematel use 5 watts per linear foot for each wall or surface length. ► ``' a\I C''i' • L ` '8. AAn additional 90 watts is allowed per additional ATM location. • P i N•91d�<'�ti r -�, alb t�. �'� r a� 2D09 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential 2009 Washington state nergy Coale compliance t-orm Tor Nonreslaentlal ana muitiramily Keslaennal Lighting Power Allowance Adjustments LTG-LPA Revised November 2010 Project Address Date Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft2. Carry the Adjusted LPA to the corresponding "Allowed Watts per ft2" location on LTG -SUM. Adjusted Lighting Power Allowances (Interior) Location (floor plan/room #) Occupancy Description Allowed Watts per ft2 ** Ceiling Height for this room Ceiling Height limit for this exception** Adjusted LPA ' Watts per ft2 • From Table 15-1 based on exceptions listed in footnotes 2009 Washington State`Energy''Code'Carripliance Fofrns'for'Nonresidential and Multifartiily Residential Revised Noveniber'2G10 Project Address Date ,,:'-. .. The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2009 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) - Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) 1513.1 Local control/access Schedule with type, indicate locations 1513.2 Area controls Maximum limit per switch 1513.3 Daylight zone control Schedule with type and features, indicate locations vertical glazing Indicate vertical glazing on plans overhead glazing Indicate overhead glazing on plans • 1513.4 Display/exhib/special Indicate separate controls 1513.5 Exterior shut-off Schedule with type and features, indicate location . (a) timer w/backup • Indicate location (b) photocell. Indicate location 1513.6 Inter. auto shut-off . Indicate location 1513.6.1 (a) occup. sensors Schedule with type and locations 1513.6.2 (b) auto. switches Schedule with type and features (back-up, override capability); Indicate size of zone on plans 1513.7 Hotel/motel controls Indicate location of room master controls - 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) 1514 Max. watts Indicate watts for each exit sign LIGHTING POWER ALLOWANCE (Section 1530-1532) 1531 . Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture • 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) 1511 Elec motor efficiency MECH-MOT or Equipment Schedule with hp, rpm, efficiency_ _ - TRANSFORMERS (Section 1540) l 1540 (Transformers • 'Indicate size and efficiency I I If "no" is circled for any question, provide explanation: 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope Summary ENV -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address /5-Z47 s7 s •• AvE C. •Date For Building Department Use FILE COPY - Applicant Name: AIL ) i4, /1 7 _t vie., , Applicant Address: 2..2 j 4 120 i* • c • kEN7- UJ, : • -' ' Applicant Phone: Z.S 3 " 4S-3 " GR./S.— Project Description ❑ New Building MO Addition ❑ Alteration ❑ Change of Use Compliance Option IN Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) El Seattle EnvStd ❑ Systems Analysis Occupancy Group O Nonresidential 0 Multifamily Residential Climate Zone • Climate Zone 1 0 Climate Zone 2 ( See WSEC 302.3 for county list) Fenestration Area Calculation Total Fenestration Electronic version: these values are automatically taken from ENV-UA. (rough opening) Gross Extenor (vertical & overhd) divided by Wall Area times 100 equals % Fenestration ism S f, ÷ 15I v x 100 = '0,10 • Semi -Heated Path 0 yes Allowable if project meets all requirements as defined in section 1310.2. Only allowed as prescriptive path and must O no be calculated separately from other conditioned spaces. Limited to reduced wall insulation levels. Requires other fuel heating and gyalifvino thermostat Envelope Requirements (enter values as applicable) Minimum Insulation R-values Roofs - Insulation Above Deck Roofs - Metal Building Roofs - Single Rafter _ .. Roofs - Attic and All Others p R- 4-/ • 4 Walls - Mass Walls - Metal Building Walls - Steel Framed Walls - Wood Framed and Other g. el .• Floors - Mass Floors - Steel Joist ( Floors - Wood Framed and Other Maximum F-factors Slabs -on -Grade - Unheated g_ io • REVIEWED FC ODE COMPLIA APPROVED OCT 10 201 City of Tukwi UILDING DM Envelope Requirements ( continued ) Maximum U-factors Vertical Fenestration Non- etal Frame .v 32 RECEI1l )Rleta Frame CITY OF to ce Door 'a v_ zo Skylig s - Without Curb JAN 0 2012 Skyligh - With Curb PERMIT ICEPVER V `(:,0 • Opaqu Doors - Swinging OpaquE Doors - Non -Swinging P Maximum SHGC (or SC) MN/ Fenestration —701rrlorth North �— Doll oc Skylights 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope Summary (back) ENV -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Minimum Requirements for Prescriptive Option Use table to determine if project qualifies for the optional Prescriptive Option. All components must meet the stated Climate Zone Climate; Zone..1 Climate Zone 2• Occupancy Group Nonresidential • ;' ; Residential; Other than Single -Family : Nonresidential Residential,;; Other: than. Single=Family Opaque: Elements ;. : : : Insulation Min. R Value Roofs Insulation Entirely above Deck R-30 c.i. R-38 c.i. R-38 c.i. R-30 c.i. Metal Building R-25 + R-1 1 Ls R-25 + R-1 1 Ls R-25 + R-1 1 Ls R-25 + R-11 Ls Single -Rafter R-38 R-38 R-38 R-38 Attic and Other R-38 adv or R-49 R-38 adv or R-49 R-38 adv or R-49 R-38 adv or R-49 Walls, Above -grade Mass R-5.7 c.i. ' R-11.4 c.i.' R-7.6 c.i. R-13.3 c.i. Metal Building R-13 + R-7.5 c.i. R-19 + R-8.5 c.i. R-13 + R-7.5 c.i. R-19 + R-16 c.i. Steel Framed R-13 + R-7.5c.i. R-19 + R-8.5 c.i. R-13 + R-7.5 c.i. R-19 + R-14 c.i. Wood Framed and Other R-21 R-13 + R- 6 c.i. R-13 + R-7.5 c.i., or R-21 + R-2.5 c.i. R-21 + R-5 c.i. Below Grade Wall Same as above grade Same as above grade Floors Mass R-30 c.i. R-30 c.i. R-30 c.i. R-30 c.i. Steel Joist R-38 + R-4 c.i. R-38 + R-4 c.i. R-38 + R-4 c.i. R-38.0 + R-4 c.i. Wood Framed and Other R-30 R-30 R-30 R-30 Slab -On -Grade Floors Unheated R-10 for 24 in. (with thermal break) R-10 for 24 in. (with thermal break). R-10 for 24 in. (with thermal break) R-10 for 24 in. (with thermal break) Heated R-10 c.i.(with thermal break) R-10 c.i. (with thermal break) R-10 c.i. (with thermal break) R-10 c.i. (with thermal break) Opaque Doors Maximum U-Factor Swinging U-0.600 U-0.400 U-0.600 U-0.400 Non -Swinging U-0.600 U-0.400 U-0.600 U-0.400 Fenestration '0=40% of Wall = Assembly Maximum: U-factor (NFRC Rated) Vertical Fenestration Nonmetal framing U-0.32 U-0.32 U-0.32 U-0.32 Metal framing U-0.40 U-0.40 U-0.4p0 U-0.40 Entrance doors U-0.60 U-0.60 U-0.60 U-0.60 Skylights Without curb (i.e. sloped U-0.50 U-0.50 U-0.50 U-0.50 With curb (i.e. individual unit U-0.60 U-0.60 U-0.60 U-0.60 Fenestration 0-40°%o:of Wall Assembly Maximum'SHGC Factor. Vertical Fenestration SHGC-0.40 all, OR SHGC-0.45 all PLUS permanent PF > 0.50 on west, south, east No Requirement SHGC-0.40 all, OR SHGC-0.45 all PLUS permanent PF > 0.50 on west, south, east No Requirement Skylights SHGC-0.35 SHGC-0.35 SHGC-0.35 SHGC-0.35 The following definitions apply: c.i. = continuous insulation, Ls = liner system (see definitions) Footnote 1: Zone 1, nonresidential walls may be ASTM C90 concrete block walls, ungrouted or partially grouted at 32 inches or Tess on center �rarsr .-ns.rnv .nna .mmnllanra rnrmc tnr NnnracViantlal anti MIIMitamily Footnote 1: Zone 1, nonresidential walls may be ASTM C90 concrete block walls, ungrouted or partially grouted at 32 inches or less on center vertically and 48 inches or Tess on center horizontally, with ungrouted cores filled with material having a maximum thermal conductivity of 0.44 Btu-in/hft2°F. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential ,interior Lighting Summary LTG-INT Revised November 2010 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Project Info Project Address /52.47 5 / S7-, AVE Sa • Date For Building Department Use COPT A 4f4on L I=p)A _PILE Applicant Name: 5a24/ .4 //4T2b�• �vOD�� Applicant Addre : ZI' pL. KJr• a • 7 �� a Oc,' Applicant Phone: 253,- (cS, ea,g /S-, Project Description ❑ New Building 14 Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option $ Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan/room #) Occupancy Description Allowed Watts per ft2 " Gross Interior Area in ft2 Allowed x Area 3A 7gHPc-E & I / f I,3 1 Z78 3 A jZe�J' rRi17ri o. 8b y6z . 136 . ** From Table 15-1 (over) - document all exceptions on form LTG-LPA Total Allowed Watts `Z o 3 Proposed Lighting Wattage Location (floor plan/room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed fOMge-3A-. /Nc-►l4DEScEvT 7 <00 540 g 2 7Z 'f-- a/A. /AJCa 4D:c CST • 2 6:0 / ZC f{qu. /a t 60 60 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 7 Z v Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of R CODE APPROVED OCT 10 2012 City of Tukwila BUILDING DIVISION applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting ttage. pt lighting, note section and exception number, and leave Watts/Fixture blank. RECEIV��,pp CITY of T(J LA JAN 032012 PERMIT CENTER t1z•oo( 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary (back) LTG-INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Prescriptive Spaces Occupancy: Q, Warehouse or Parking Garage ® Other Qualification Che cklist Chklist Note: If occupancy,type is"Other and fixtur answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualifiedvdo•LPA Calktatioos:.-->--- Lighting tures: .iFix,t (Section 1521) . o ❑ Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. , 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T-1, T-2, T-4, T-5, T-8, or CFL lamps, and d) hard -wired electronic , dimming ballasts.. Screw -in CFL fixtures and tracking lighting do not qualify. 2. Metal Halide with a) reflector b) ceramic MH. lamps <=150w c) electronic ballasts 3. LED lights. ,• TABLE 15-1 Unit Lighting Power Allowance (LPA Us& LPA` (W/ft`) Use' LPA` `) Automotive facility 0.85 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5 0.91 _ Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1-3 Occupancies 0.90 Cafeterias, fast food establishments', restaurants/bars' 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retai110, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group 1-1 and 1-2 Occupancies 1.20 Transportation 0.80: Hotel/motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) • 1.62 Workshops 1.20 Laundries 1.20 Libraries' 1.20 Plans Submitted for Common Areas Only' Manufacturing facility 1.20 Main floor building lobbies° (except mall concourses) Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15-1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) .Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w/ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three -quarter -height partitions (transparent or opaque) and lighting for free-standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of furniture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and -specified. on, building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department; excludin'g'majoi:' .'. circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories,l, ii; or. iii plus an additional'' 1,000 watts for each separate tenant larger than 250 square feet in area. i fir, The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling -mounted track or directly on or recessed into the ceiling itself (not on the walla l(lR) Ailrjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescentiand other,fixture•s with two points of track attachment). �" + ' , + . ,r This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be turned off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. n This additional lighting power is allow only if the lighting is actually installed. =l.:.�t '<:•,t,.) 11) P`rdeide hat a floor p)a n, ind)catirig r ck location and height, is submitted, the square footage for a warehouse may, bejdefinedflor j q) � compOtm the interiof)A Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area•(access•side.only) Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59`h Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 February 14, 2013 City of Tukwila Attn: Building Official/Field Inspector FEB 14 2013 �'ERMIT CENTER Subject: Modification of Floor Slab Design, New Temple Building, Sarana International Buddhist Center, 15241 51st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) Dear Sir: On February 13, 2013 this office determined that the two thickened cross - building slab section strips with reinforcing steel are not necessary since adequate resistance to stemwall sliding and overturning are provided by the minor buttress walls along each long side of the building. As a result, the prepared under slab insulation and sheeting being in place, we authorize the placement of the slab concrete. Note that a minor section of slab area will not be poured to allow the through - wall installation of the domestic water service line into the building which has not yet been done. The minor section of slab will be poured when the water service line has been installed and inspected. Thank you for your assistance. Questions relating to this matter may be made directly to this office. Bruce S. MacVeigh, P.E. Civil Engineer EXPIRES: 4/24/ /3 /4 ' r3 tukbudtemple15/1208 1 '2-00 City of Tukwila Attn: Building Official/Field Inspector Bruce S. MacVeigh, P.E. Civil Engineer/Smal Site Geotechnical CIND E,�IVt 14245 59th Ave. S. Tukwila, WA 98168 DEC 312012 Cell: (206) 571-8794 PERMIT CENTER December 31, 2012 Subject: Foundation Soils Inspection, New Temple Building, Sarana International Buddhist Center, 15241 51 st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) Dear Sir: The excavated base soils for the above new building foundation have been observed by this office with the footing forms in place. The soils found were dense silt loams with some sand. The soils in some areas had traces of clay, however the predominant soil matrix would not be governed by the slight amounts of clay. The soils may be considered adequate for a design loading of 2,000 PSF. Additional Discussion/Requirements: 1. Approximately one half of the foundation perimeter was over -excavated an additional 18" due to softer soils encountered. These soils were probably old fill and the over -excavation was appropriate. The footing type remains the type and size as approved and the stemwall will be made higher in those areas. Note that the floor will be slab on grade concrete and the higher stemwall areas do not require any change in design or additional calculations since the backfill will be balanced. 2. Significant water was noted in many areas. This should be removed in the areas where it has accumulated, although an inch or so remaining will be pushed aside by the concrete pour if done progressively around the foundation. 3.4h someaareas the water has been worked into loose] „ udrbpthe4eonstruction'work: -AII of this*mudcnust•beiscraped*awayior.remoye ibunder-theifooting, area -so that_only solid* undisturbed.soils.remain. Note that some standing water may return to the scraped areas, but care should be taken to.not.work those soils and produce moue*IQose=rrretd—s Thank you for your assistance in this matter. Questions relating to this request may be made directly to this office. Bruce S. MacVeigh, P.E. Civil Engineer tukbudtemplel 1 /1208 I EXPIRES: 4/24//3 I 3/ e c-J Ft Pe'l"uud. �""F an®• Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Ce11: (206) 571-8794 March 4, 2012 City of Tukwila Attn: Building Official/Plan Reviewer Subject: Shear Evaluation for Temple Building, Sarana International Buddhist Center, 15241 51 st Avenue S., Tukwila, WA 98168 Dear Sir: Attached are shear wall calculations using the Woodworks program for the new one story building proposed for the above site. Evaluation is conventional. We have found that four additional STHD10 hold downs were required, one on each side of the end doorways. The rest of the structure, including shear wall design, was adequate. The hold downs shown on the minor exterior wall extensions were not needed, but are certainly, by inspection, a good idea of increasing the shear resistance of the building. Should you have any questions, please feel free to contact this office. 041 Bruce S. MacVeigh, P.E. Civil Engineer REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 2012 City of Tukwila BUILDING DIVISION EXPIRES: 4/24//3 ire cnr RFAtitilA MAR`12 2012 PERMIT CENTER Iayva02/1208 INCOMPLETE p12.01Dt WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN Iayvabudhtemple.wsw WoodWorks® Shearwalls 2004b Mar. 4, 2012 17:38:59 Level 1 of 1 45' 106.5 - 40.9 0 0 N 0 0 0.0 - 0.0 - 1 40.9 - 106.5 .5 06. B-1 1FA A-1 1 O rO yO rJ .x vey�M.ni 0Y. 5 i 58.3 - 80.2 80.2 5 5 - 0.0 1,8 802-58.3 w, 0 - 0.0 0 0 90.5 - 25.0 25.0 - 90.5 -15' -10' -5' 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 65' 70' 75' Loads Shown: W; Forces: W + 1.0D. 40' 35' 30' 25' 20' 15' 10' 5' 0' -5' -10' -15' WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN WoodWorks® Shearwalls 2004b Iayvabudhtemple.wsr Project Information DESIGN SETTINGS Mar. 4, 2012 17:51:56 Design Code Wind Standard Seismic Standard IBC 2009 ASCE-7 98 ASCE-7 98 Wind Capacity Increase Shear C&C Panels 1.40 1.50 Load Combinations 0.70 Seismic 1.00 Wind Building Code Capacity Reduction Wind Seismic 1.00 1.00 Nail Withdrawal Modification Duration Temperature Moisture Content Factor Range Fabrication Service 1.60 T<=100F Dry Dry Max Shearwall Offset [ft] Plan Elevation (within story) (between stories) 0.50 - Maximum Height -to -width Ratio Plywood Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked 3.5 3.5 - - - 2.0 1.5 Shearwall Relative Rigidity: Designed capacity using flexible distribution Hold-down Forces: Based on applied shearline force , Seismic Materials: Include gypsum on exterior walls SITE INFORMATION IBC Occupancy ASCE-7 Equivalent Category II - All others Category II - All others Wind ASCE-7 98 general analytic method for all bldgs Seismic ASCE-7 98 equivalent lateral force procedure Design Wind Speed 100mph Exposure Exposure C Enclosure Enclosed Use Group 1 Design Category D Site Profile Class D Topographic Information [ft] Shape Height - - Site Location: - Length - Spectral Response Acceleration S1:0.400g Ss:0.750g Fundamental Period T Used Approximate Ta Maximum T E-W 0.097s 0.097s 0.116s N-S 0.097s 0.097s 0.116s - - Response Factor R 6.00 6.00 EXPIRES: 4/ 24/477-1 WoodWorks® Shearwalls layvabudhtemple.wsr Mar. 4, 2012 17:56:57 Structural Data STORY INFORMATION Story Elev [ft] Floor/Ceiling Depth [in] Wall Height [ft] Ceiling Level1 Foundation 11.83 2.83 2.00 0.0 10.0 9.00 BLOCK and ROOF INFORMATION Block 1 Location X,Y = Extent X,Y = Ridge Y Location, Offset Ridge Elevation, Height Block Dimensions [ft] 1 Story 0.00 60.00 12.00 18.76 E-W Ridge 0.00 24.00 0.00 6.93 Face Roof Panels Type Slope Overhang [ft] North Side 30.0 1.00 South Side 30.0 1.00 East Hip 30.0 1.00 West Hip 30.0 1.00 WoodWorks® Shearwalls Iayvabudhtempie.wsr Mar. 4, 2012 18:00:09 MATERIALS by WALL GROUP Wall Sheathing [in] Fasteners Spcg [in] Framing Members [in] Apply _Burr G/ Material Thick Orient Size Type Edg Fld Blkg Species G Spc Notes 7 1 Ext1 SS incl. OSB 7/16 Vert 10 Nail 6 yes D.Fir-L 0.50 16 3 Int Gyp WB 1-ply Horz 'Sd Nail 7 yes D.Fir-L 0.50 16 Notes:.__ 3. Shear capacity for current design has been increased to the value for 15>32) heathing with same nailing because stud spacing is 16" max. or panel orientation is horizontal. rrj WoodWorks® Shearwalls Iayvabudhtemple.wsr Mar. 4, 2012 18:02:06 J North -South Shearlines Type Wall Group(s) Location X [ft] Extent [ft] Start End Length [ft] FHS [ft] Height [ft] Line 1 Level 1 Line 1, Level 1 Seg 1 0.00 0.00 24.00 24.00 18.00 9.00 Wall 1-1 Seg 1 0.00 0.00 24.00 24.00 18.00 Opening 1 9.00 15.00 6.00 6.75 Line2 Level 1 Line 2, Level 1 Seg 2.00 0.00 24.00 24.00 0.00 9.00 Wall 2-2 Seg 2.00 21.50 24.00 2.50 0.00 Wall 2-1 Seg 2.00 0.00 2.50 2.50 0.00 Line 3 Level 1 Line 3, Level 1 Seg 20.00 0.00 24.00 24.00 0.00 9.00 Wall 3-1 Seg 20.00 0.00 2.50 2.50 0.00 Wall 3-2 Seg 20.00 21.50 24.00 2.50 0.00 Line4 Level 1 Line 4, Level 1 Seg 40.00 0.00 24.00 24.00 0.00 9.00 Wall 4-2 Seg 40.00 21.50 24.00 2.50 0.00 Wall 4-1 Seg 40.00 0.00 2.50 2.50 0.00 Line 5 Level 1 Line 5, Level 1 Seg 58.00 0.00 24.00 24.00 0.00 9.00 Wall 5-2 Seg 58.00 21.50 24.00 2.50 0.00 Wall 5-1 Seg 58.00 0.00 2.50 2.50 0.00 Line 6 Level 1 Line 6, Level 1 Seg 1 60.00 0.00 24.00 24.00 18.00 9.00 Wall 6-1 Seg 1 60.00 0.00 24.00 24.00 18.00 Opening 1 9.00 15.00 6.00 6.75 East-West Type Wall Location Extent [ft] Length FHS Height Shearlines Group(s) Y [ft] Start End [ft] [ft] Ift] Line A Level 1 Line A, Level 1 Seg 1 0.00 0.00 60.00 60.00 39.00 9.00 Wall A-1 Seg 1 0.00 0.00 60.00 60.00 39.00 Opening 1 12.00 18.00 6.00 6.00 Opening 2 28.00 31.00 3.00 6.75 Opening 3 42.00 48.00 6.00 6.00 Opening 4 54.00 56.00 2.00 3.00 Line B Level 1 Line B, Level 1 Seg 1 24.00 0.00 60.00 60.00 42.00 9.00 Wall B-1 Seg 1 24.00 0.00 60.00 60.00 42.00 Opening 1 12.00 18.00 6.00 6.00 Opening 2 42.00 48.00 6.00 6.00 Opening 3 54.00 57.00 3.00 3.00 WoodWorks® Shearwalls Iayvabudhtempie.wsr Mar. 4, 2012 18:02:26 Loads Level 1 ��^ Block F Element Load Wnd Case Dir Surf Dir Prof Location [ft] Start End Magnitude [Ibs,pif,psf] Start Trib Ht End [ft] Block 1 W W->E Wind Line -1.00 0.00 0.0 2.7 Block 1 W W->E Wind Line 0.00 12.00 59.2 91.8 Block 1 W W->E Wind Line 12.00 24.00 91.8 59.2 Biock 1 W W->E Wind Line 24.00 25.00 2.7 0.0 Block 1 E W->E Lee Line -1.00 0.00 0.0 5.5 Block 1 E W->E Lee Line 0.00 12.00 25.0 90.5 Block 1 E W->E Lee Line 12.00 24.00 90.5 25.0 Block 1 E W->E Lee Line 24.00 25.00 5.5 0.0 Block 1 W E->W Lee Line -1.00 0.00 0.0 5.5 Biock 1 W E->W Lee Line 0.00 12.00 25.0 90.5 Block 1 W E->W Lee Line 12.00 24.00 90.5 25.0 Block 1 W E->W Lee Line 24.00 25.00 5.5 0.0 Block 1 E E->W Wind Line -1.00 0.00 0.0 2.7 Block 1 E E->W Wind Line 0.00 12.00 59.2 91.8 Block 1 E E->W Wind Line 12.00 24.00 91.8 59.2 Block 1 E E->W Wind Line 24.00 25.00 2.7 0.0 Block 1 S S->N Wind Line -1.00 0.00 0.0 1.8 Block 1 S S->N Wind Line 0.00 12.00 58.3 80.2 Block 1 S S->N Wind Line 12.00 48.00 80.2 Block 1 S S->N Wind Line 48.00 60.00 80.2 58.3 Block 1 S. S->N Wind Line 60.00 61.00 1.8 0.0 Block 1 N S->N Lee Line -1.00 0.00 0.0 5.5 Block 1 N S->N Lee Line 0.00 ' 12.00 40.9 106.5 Block 1 N S->N Lee Line 12.00 48.00 106.5 Block 1 N S->N Lee Line 48.00 60.00 106.5 40.9 Block 1 N S->N Lee Line 60.00 61.00 5.5 0.0 Block 1 S N->S Lee Line -1.00 0.00 0.0 5.5 Block 1 S N->S Lee Line 0.00 12.00 40.9 106.5 Block 1 S N->S Lee Line 12.00 48.00 106.5 Block 1 S N->S Lee Line 48.00 60.00 106.5 40.9 Block 1 S N->S Lee Line 60.00 61.00 5.5 0.0 Block 1 N N->S Wind Line -1.00 0.00 0.0 1.8 Block 1 N N->S Wind Line 0.00 12.00 58.3 80.2 Block 1 N N->S Wind Line 12.00 48.00 80.2 Block 1 N N->S Wind Line 48.00 60.00 80.2 58.3 Block 1 N N->S Wind Line 60.00 61.00 1.8 0.0 WoodWorks® Shearwalls WIND CSC LOADS layvabudhtemple.wsr Mar. 4, 2012 18:09:14 WoodWorks® Shearwalls layvabudhtemple.wsr Mar. 4, 2012 18:09:14 BUILDING MASSES Levell Force Dir Building Element Block Shear Line Profile Location [ft] Start End Magnitude Trib [Ibs,plf,psf] Width Start End [ft] E->W Roof Block 1 1 Line -1.00 25.00 310.0 310.0 E->W Roof Block 1 6 Line -1.00 25.00 310.0 310.0 N->S Roof Block 1 A Line -1.00 61.00 130.0 130.0 N->S Roof Block 1 B Line -1.00 61.00 130.0 130.0 All Wall 1-1 n/a 1 Line 0.00 24.00 45.0 45.0 All Wall 6-1 n/a 6 Line 0.00 24.00 45.0 45.0 All Wall A-1 n/a A Line 0.00 60.00 45.0 45.0 All Wall B-1 n/a B Line 0.00 60.00 45.0 45.0 WoodWorks® Shearwalls Iayvabudhtemple.wsr Mar. 4, 2012 18:12:33 SEISMIC LOADS Level 1 Force Profile Location [ft] Dir Mag [Ibs,plf,psf] Start End Start End E->W Line -1.00 0.00 62.0 62.0 E->W Point 0.00 0.00 270 270 E->W Line 0.00 24.00 71.0 71.0 E->W Point 24.00 24.00 270 270 E->W Line 24.00 25.00 62.0 62.0 N->S Line -1.00 0.00 26.0 26.0 N->S Point 0.00 0.00 108 108 N->S Line 0.00 60.00 35.0 35.0 N->S Point 60.00 60.00 108 108 N->S Line 60.00 61.00 26.0 26.0 All loads entered by the user or generated by program are specified (unfactored) Ioads.The program will apply a load factor of 0.70 and reliability/redundancy factor to seismic loads before distributing them to the shearlines. WoodWorks® Shearwalls layvabudhtemple.wsr Mar. 4, 2012 18:12:33 Flexible Diaphragm Wind Design North -South Shearlines W Gp For Dir Ld. Case Shear Force [pit] V ribs] V/L V/FHS Int Allowable Shear [plf] Ext Co C Total V fibs] rit. esp. Line 1 Level 1 Ln1, Levl Line 6 1 Both 5079 211.6 282.2 125 364 1.00 A 489 8802 4 0.58 r Ln6, Levl 1 Both 5079 211.6 282.2 125 364 1.00 A 489 8802J 0.58 i East-West W For Shear Force rplf] Allowable Shear [pit] Crit. Shearlines Gp Dir Ld. Case V fibs] V/L V/FHS Int Ext Co C Total V [lbs] Resp. Line A Level 1 LnA, Lev1 1 Both 1603 26.7 41.1 125 364 1.00 A 489 19071 1 0.08 Line B LnB, Levl 1 Both 1603 26.7 38.2 125 364 1.00 A 489 20538 0.08 C- Sheathing Combination: A- Add capacities; S- Strongest only; X- Strongest or twice weakest. WoodWorks® Shearwalls Iayvabudhtempie.wsr Mar. 4, 2012 18:14:52 DRAGSTRUT AND HOLDDOWN FORCES Level 1 Line- Wall Position on Wall Or Opening Location [ft] X Y Ld. Case Holddown Force [Ibs] Shear Dead Uplift Cmb'd Dragstrut Force [Ibs] Line 1 1-1 Left Wall End 0.00 0.00 2540 2540 1-1 Left Opening 1 0.00 9.00 2540 2540 635 1-1 Right Opening 1 0.00 15.00 2540 2540 635 1-1 Right Wall End 0.00 24.00 2540 2540 Line 6 6-1 Left Wall End 60.00 0.00 2540 2540 6-1 Left Opening 1 60.00 9.00 2540 2540 635 6-1 Right Opening 1 60.00 15.00 2540 2540 635 6-1 Right Wall End 60.00 24.00 2540 2540 Line A A-1 Left Wall End 0.00 0.00 370 370 A-1 Left Opening 1 12.00 0.00 370 370 173 A-1 Right Opening 1 18.00 0.00 370 370 12 A-1 Left Opening 2 28.00 0.00 370 370 156 A-1 Right Opening 2 31.00 0.00 370 370 76 A-1 Left Opening 3 42.00 0.00 370 370 234 A-1 Right Opening 3 48.00 0.00 370 370 74 P.-1 Left Opening 4 54.00 0.00 370 370 160 Line B B-1 Left Wall End 0.00 24.00 344 344 B-1 Left Opening 1 12.00 24.00 344 344 137 B-1 Right Opening 1 18.00 24.00 344 344 23 B-1 Left Opening 2 42.00 24.00 344 344 252 B-1 Right Opening 2 48.00 24.00 344 344 92 B-1 Left Opening 3 54.00 24.00 344 344 160 Dead toad contribution to combined force is factored by 1.00 load combination factor WoodWorks® Shearwalls layvabudhtemple.wsr Mar. 4, 2012 18:14:52 ✓ Rigid Diaphragm Wind Design SHEAR RESULTS North -South Shearlines W Gp For Dir Ld. Case Shear Force [pit] V [lbs] V/L V!FHS Int Allowable Shear [pif] Ext Co C Total V [Ibs] ,rit. Reap. Line 1 Level 1 Ln1, Levl 1 Both 5465 227.7 303.6 125 364 1.00 A 489 8802 0.62 Line 6 Ln6, Levl 1 Both 5465 227.7 303.6 125 364 1.00 A 489 880 t 0.62 East-West W For Shear Force [pH] Allowable Shear [pit] Crit. Shearlines Gp Dir Ld. Case V [Ibs] V/L V!FHS Int Ext Co C Total V ribs] Resp. Line A Level 1 LnA, Levl 1 Both 1605 26.8 41.2 125 369 1.00 A 989 1907 0.08 Line B LnB, Levi 1 Both 1693 28.2 90.3 125 369 1.00 A 989 20538\ t -0.08 e C- Sheathing Combination: A- Add capacities; S- Strongest only; X- Strongest or twice weakest. • WoodWorks® Shearwalls Iayvabudhtempie.wsr Mar. 4, 2012 18:18:09 Level 1 - -- Line- Wall - - -. -- - Position on Wall Or Opening Location [ft] X Y Ld. Case Holddown Force [Ibs] Shear Dead Uplift Cmb'd Dragstrut Force [Ibs] Line 1 1-1 Left Wall End 0.00 0.00 2733 2733 1-1 Left Opening 1 0.00 9.00 2733 2733 683 1-1 Right Opening 1 0.00 15.00 2733 2733 683 1-1 Right Wall End 0.00 24.00 2733 2733 Line 6 6-1 Left Wall End 60.00 0.00 2733 2733 6-1 Left Opening 1 60.00 9.00 2733 2733 683 6-1 Right Opening 1 60.00 15.00 2733 2733 683 6-1 Right Wall End 60.00 24.00 2733 2733 Line A A-1 Left Wall End 0.00 0.00 370 370 A-1 Left Opening 1 12.00 0.00 370 370 173 A-1 Right Opening 1 18.00 0.00 370 370 12 A-1 Left Opening 2 28.00 0.00 370 370 156 A-1 Right Opening 2 31.00 0.00 370 370 76 A-1 Left Opening 3 42.00 0.00 370 370 235 A-1 Right Opening 3 48.00 0.00 370 370 74 A-1 Left Opening 4 54.00 0.00 370 370 161 Line B B-1 Left Wall End 0.00 24.00 363 363 B-1 Left Opening 1 12.00 24.00 363 363 145 B-1 Right Opening 1 18.00 24.00 - 363 363 24 B-1 Left Opening 2 42.00 24.00 363 363 266 B-1 Right Opening 2 48.00 24.00 363 363 97 B-1 Left Opening 3 54.00 24.00 363 363 169 Dead load contribution to combined force is factored by 1.00 load combination factor /2/ WoodWorks® Shearwalls layvabudhtemple.wsr Mar. 4, 2012 18:18:09 Wind Suction Design DDING by SHEARLINE Line North -South Shearlines Lev Grp Sheathing [psf] Force Cap Force/ Cap Force End Fastener Withdrawal [Ibs] Cap Force/Cap Int End Int Service Cond Factors Temp Moist 1 1 1 29.3 45.0 0.65 39 32 141 0.28 0.22 1.00 1.00 6 1 1 29.3 45.0 0.65 39 32 141 0.28 0.22 1.00 1.00 East-West Sheathing [psf] Fastener Withdrawal [ibs] Service Cond Shearlines Force Cap Force/ Force Cap Force/Cap Factors Line Lev Grp Cap End Int End Int Temp Moist A 1 1 29.3 45.0 0.65 39 32 141 0.28 0.22 1.00 1.00 B 1 1 29.3 45.0 0.65 39 32 141 0.28 0.22 1.00 1.00 /34 WoodWorks® Shearwalls layvabudhtemple.wsr Mar. 4, 2012 18:19:52 Design ) Flexible Diaphragm Se ismic Building Area Mass [Ibs] [sq.ft] - Story Shear [Ibs] E-W N-S Shear Ratio Rmax E-W N-S Reliability Factor p E-W N-S Levell Structure 23680 1440 23680 - 2368 2368 2368 2368 0.128 0.278 - - -2.11 0.10 1.00 1.00 Vertical Earthquake Load Ev = 0.2 Sds D; Sds = 0.60 Ev = 0. v..v North -South Shearlines W Gp For Dir H/W Fact. Int Ext Shear Force [plf] V [Ibs] V/L V/FHS Int Allowable Shear [plf] Ext Co C Total V [Ibs] - . Resp. Line 1 Level 1 Lnl, Levl 1 Both 1.0 1.0 829 34.5 46.0 125 260 1.00 S 260 468i 0.18 Line 6 Ln6, Levl 1 Both 1.0 1.0 829 34.5 46.0 125 260 1.00 S 260 46:0 0.18 East-West W For H/W Fact. Shear Force [plf] Allowable Shear [plf] Crit. Shearlines Gp Dir Int Ext V [Ibs] V/L V/FHS Int Ext Co C Total V [Ibs Resp. Line A Level 1 LnA, Levl 1 Both 1.0 1.0 829 13.8 21.3 125 260 1.00 S 260 1014. 0.08 Line B LnB, Levl 1 Both 1.0 1.0 829 13.8 19.7 125 260 1.00 S 260 10920 0.0 C- Sheathing Combination: A- Add capacities; S- Strongest only; X- Strongest or twice weakest. /qVil • WoodWorks® Shearwalls layvabudhtempie.wsr Mar. 4, 2012 18:19:52 DRAGSTRUT AND HOLDDOWN FORCES Level 1 Line- Wall Position on Wall Or Opening Location [ft] X Y Shear Holddown Force [Ibs] Dead Uplift Cmb'd Dragstrut Force [Ibs] Line 1 1-1 Left Wall End 0.00 0.00 414 414 1-1 Left Opening 1 0.00 9.00 414 414 104 1-1 Right Opening 1 0.00 15.00 414 414 104 1-1 Right Wall End 0.00 24.00 414 414 Line 6 6-1 Left Wall End 60.00 0.00 414 414 6-1 Left Opening 1 60.00 9.00 414 414 104 6-1 Right Opening 1 60.00 15.00 414 414 104 6-1 Right Wall End 60.00 24.00 414 414 Line A A-1 Left Wall End 0.00 0.00 191 191 A-1 Left Opening 1 12.00 0.00 191 191 89 A-1 Right Opening 1 18.00 0.00 191 191 6 A-1 Left Opening 2 28.00 0.00 191 191 81 A-1 Right Opening 2 31.00 0.00 191 191 39 A-1 Left Opening 3 42.00 0.00 191 191 121 A-1 Right Opening 3 48.00 0.00 191 191 38 A-1 Left Opening 4 54.00 0.00 191 191 83 Line B B-1 Left Wall End 0.00 24.00 178 178 B-1 Left Opening 1 12.00 24.00 178 178 71 B-1 Right Opening 1 18.00 24.00 178 178 12 B-1 Left Opening 2 42.00 24.00 178 178 130 B-1 Right Opening 2 48.00 24.00 178 178 47 B-1 Left Opening 3 54.00 24.00 178 178 83 ea load contribution to combmed force is factored by 0.516 due to load combination factor and vertical seismic force WoodWorks® Shearwalis SEISMIC INFORMATION N layvabudhtemple.wsr Mar. 4, 201218:20:24 Rigid Diaphragm Seismi Building Mass [Ibs] Area \ [sq.ft] Story bs] N-S Shear Ratio Rmax E-W N-S Reliability Factor p E-W N-S C- Levell 23680 1440 2368 2368 0.125 0.278 -2.22 0.10 Structure 23680 - 2368 2368 - - 1.00 1.00 ertIcal Earthquake Load Ev = 0.2 Sds D; Sds = 0.60; Ev = 0. SHEAR RESULTS North -South Shearlines W Gp For Dir H/W Fact. Int Ext Shear Force [pit] V [Ibs] V/L V/FHS Int Allowable Shear [pH] Ext Co C Total V [Ibs] Crit. Re . Line 1 Level 1 Ln1, Lev1 1 Both 1.0 1.0 892 37.2 49.5 125 260 1.00 S 260 4680 0.19 Line 6 Ln6, Levl 1 Both 1.0 1.0 892 37.2 49.5 125 260 1.00 S 260 4680 0.19 r East-West W For H/W Fact. Shear Force [plf] Allowable Shear [plf] Crit. Shearlines Gp Dir Int Ext V [Ibs] V/L V/FHS Int Ext Co C Total V [Ibs] Resp. Line A Level 1 LnA, Levl 1 Both 1.0 1.0 830 13.8 21.3 125 260 1.00 S 260 10140 0.08 Line B LnB, Levl 1 Both 1.0 1.0 875 14.6 20.8 125 260 1.00 S 260 10920 0.08 thin - Sheag Combination: A- Add capacities; S- Strongest only; X- Strongest or twice weakest. 0(L • WoodWorks® Shearwalls Iayvabudhtemple.wsr Mar. 4, 2012 17:44:19 DRAGSTRUT AND HOLDDOWN FORCES Level 1 Line- Wall Position on Wall Or Opening Location [ft] X Y Holddown Force [Ibs] Shear Dead Uplift Cmb'd Dragstrut Force [Ibs] Line 1 1-1 Left Wall End 0.00 0.00 446 446 1-1 Left Opening 1 0.00 9.00 446 446 111 1-1 Right Opening 1 0.00 15.00 446 446 111 1-1 Right Wall End 0.00 24.00 446 446 Line 6 6-1 Left Wall End 60.00 0.00 446 446 6-1 Left Opening 1 60.00 9.00 446 446 111 6-1 Right Opening 1 60.00 15.00 446 446 111 6-1 Right Wall End 60.00 24.00 446 446 Line A A-1 Left Wall End 0.00 0.00 192 192 A-1 Left Opening 1 12.00 0.00 192 192 89 A-1 Right Opening 1 18.00 0.00 192 192 6 A-1 Left Opening 2 28.00 0.00 192 192 81 A-1 Right Opening 2 31.00 0.00 192 192 39 A-1 Left Opening 3 42.00 0.00 192 192 121 A-1 Right Opening 3 48.00 0.00 192 192 38 A-1 Left Opening 4 54.00 0.00 192 192 83 Line B B-1 Left Wall End 0.00 24.00 188 188 B-1 Left Opening 1 12.00 24.00 188 188 75 B-1 Right Opening 1 18.00 24.00 188 188 13 B-1 Left Opening 2 42.00 24.00 188 188 138 B-1 Right Opening 2 48.00 24.00 188 188 50 B-1 Left Opening 3 54.00 24.00 188 188 88 Dead load contribution to combined force is factored by 0.516 due to load combination factor and vertical seismic force /747 / 3 3 — /30 — CORRECTION Sgc-z/oAe •/V-s- T/, /27,57)24---/, 4 ,4 y,/"` z� / (/;/"=ZI APPROVED OCT 10 2012 City of Tukwila PUBLIC Works REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 20121 City of Tukwila BUILDING DIVISION RECEIVED JUN o72013 �61� �N1% RECEIVED JUN 04 2012 PERMIT CENTER City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director February 16, 2017 Polwatte Pangnananda 15241 51 Ave S Tukwila, WA 98188 RE: Request for Extension #6 Permit Number D12-001 Dear Mr. Pangnananda, This letter is in response to your written request for an extension to Permit D 12-001. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through October 12, 2017. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, -1›,d) Bill Rambo Permit Technician File: Permit No. D12-001 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov • SARANA INTERNATIONAL BUDDHIST CENTER Peaceful mind toward path 15241 51St Ave S Tukwila WA 98188 Phone:(206)859-7034 E-mail: sibc2012@yahoo.com Web: sibc-wa.org Polwatte Pangnananda Sarana International Buddhist Center 15241 51st Ave S, Tukwila, WA 98188 (206) 859-7034 February 06, 2017 Permit Center Department of Community Development City of Tukwila, 6300 South center Boulevard Suite#100 Tukwila, WA 98188 (206)431-3670 Ref: Permit D12-001 Dear Sir, This letter is to request for an extension to permit D12-001. Due to raining and snowing in this season, we cannot continue the project at Sarana International Buddhist Center as planned. As soon as the weather becomes normal we will continue our work. At the above mention, we would like to ask for the extension of permit number D12-001. . We are happy to finish our project quite soon. Thank you. Sincerely Polwatte Pangnananda Abbot of SIBC RECEIVED CITY OF TUKWILA FEB 0 ,8 2017 PERMIT CENTER Request for Extension # (a Current Expiration Date: Extension Request: Approved for days Denied (provide explanation) Signature/Initials I,f Together, we build a greater multi culture Buddhist Society City of Tukwila Department of Community Development November 08, 2016 POLWATTE PANGNANANDA 15241 51 AV S TUKWILA, WA 98188 RE: Correction Letter # 1 to Revision #2 DEVELOPMENT Permit Application Number D12-001 SARANA INTERNATIONAL BUDDHIST - 15241 51 AV S Dear POLWATTE PANGNANANDA, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING - R DEPARTMENT: Carol Lumb at 206-431-3661 if you have questions regarding these comments. • 1. The site plan submitted does not match the previously approved plans,under Revision'#1 - please review the plans approved under Revision #1 and reconcile parking stall layout, location of landscape islands, etc. keeping in mind the requirements of the original design review approval, particularly the protection and retention of the two large evergreen trees in the parking lot andtthe area required around these trees to be mulched to protect the root zone.2. The original landscaping plans included trees, shrubs and groundcover - the landscaping plans submitted under Revision #2 are missing the shrubs and trees. Revise the landscaping plan to provide shrubs and groundcover in addition to the trees, as required by TMC 18.52.3. The revised landscaping plans do not show the grasscrete that was indicated on the Revision #1 landscaping plans to protect the drip line of the two large evergreens. These two trees were the subject of an arborist's report and protection recommendations in 2012. Revise the landscaping plans to show the protection of the drip line with grasscrete for these two trees.4. Page 2 of the Revision #2 landscaping plans include notes for an irrigation system, but there are no irrigation plans provided. Provide plans for the permanent irrigation system, as required by TMC 18.52. We are happy to meet with you to discuss the corrections noted above. Please call to schedule an appointment so that the appropriate staff are available. 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 inperson 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, Bill Rambo Permit Technician File No. D12-001 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 22, 2016 Polwatte Pangnananda 15241 51 Ave S Tukwila, WA 98188 RE: Request for Extension #5 Permit Number D12-001 Sarana International Buddhist Center Dear Mr. Pangnananda, This letter is in response to your written request for an extension to Permit D12-001. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through April 12, 2017. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Rachelle Ripley Permit Technician File: Permit No. D12-001 W:\Pcrmit CenteAExtension Letters\Permits\2012\D12-001 Permit Extension.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • SARANA INTERNATIONAL BUDDHIST CENTER 15241 51 St Ave S Tukwila WA 98188 Tel:(206)277-8399 E-mail: sibc2012@yahoo.com Web: sibc-wa.org September 16, 2016 City of Tukwila. Dept. of Community Development RE: permit No. D12-001 Sarana International Buddhist Center 152451 51st Ave South. Permit Center: Request for Extension # Current Expiration Date: 10 Extension Request: Approved for Denied (provide explanation) days Signature/Initials This latter is to ask for an extension for the permit D12-001. We are looking forward to start very soon asphalt and parking lot together with landscape. The reason for this is due to the cost of the work, and the time it takes the small community to produce the budget required. Thank you in advance for taking into consideration the situation, and looking forward to a positive result. Sincerely, RECEIVED CITY OF TUKWILA SEP 19 2016 PERMIT CENTER Together, we build a greater multi culture Buddhist Society City of Tukwila Department of Community Development 9/2/2016 POLWATTE PANGNANANDA 15241 51 AV S TUKWILA, WA 98188 RE: Permit No. D12-001 SARANA INTERNATIONAL BUDDHIST 1524151AVS Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/12/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/12/2016, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Rachelle Ripley Permit Technician File No: D12-OOl Vq7Afy 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • City of Tukwila Department of Community Development July 18, 2016 POLWATTE PANGNANANDA 15241 51 AV S TUKWILA, WA 98188 RE: Correction Letter # 2 to Revision #1 DEVELOPMENT Permit Application Number D12-001 SARANA INTERNATIONAL BUDDHIST - 15241 51 AV S Dear POLWATTE PANGNANANDA, • Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11 x 17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. This permit revision shows additional work with the installation of the eco blocks which are not included in the scope of work. For clarification indicate if the eco block wall installation is to be added to this permit, or if it is intended to apply for a separate building permit. Additional fees may apply, contact the permit center and provide clarification. 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, Bill Rambo Permit Technician File No. D12-001 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Bruce S. MacVeigh, P.Ef Civil Engineer/Small Site Geotechnical 14245 59h Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 City of Tukwila June 28, 2016 Attn: Planning Review/Building Official/ Field Inspector/Development Engineering Subject: Plan Revisions and Submittals, New Temple Building, Sarana International Buddhist Center, 15241 51 st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) Permit Number: D12-001 CORRECTION 40 REVISION NO Dear Sirs: LTR# ° The following revised,plans and new material are submitted for review. Provided information is to assist in the review of this long progressing project. 1. Revised Landscape Plan - Provided is an updated plan with some modifications from that originally submitted and approved. The overall concept is unchanged. 2. Landscaping Irrigation System Plan - New with this submittal. Provided is a fairly standard landscaping irrigation plan. It uses conventional materials and controls. To allow for the large area to be irrigated it is divided into three zones, and will be equipped with a timer. It will be installed by a professional landscape contractor. We reserve the right to adjust the system during construction based on the recommendations of the contractor and City inspector to provide optimum performance. 3. Revised Site Improvement Plan ("Engineerinq Plan") - Three areas adjusted, all minor. - The old site retaining wall in the middle of the parking area, since removed, has been eliminated on Sheet 3 of the plan set. That particular drawing, showing the old wall, was only for the layout of the permeable pavement layout, which is substantially unchanged. - In the northeast corner of the property, the field of planted shrubs has been removed to match the revised Landscaping Plan. This revision is on Sheet 1. Since this is the "Engineering Plan", we have only revised this item to avoid confusion during installation of the new site landscaping. - We have confirmed the shown locations' of the Eco-Block walls on Sheet 1. No particular changes for this submittal, however we have separately evaluated the block walls in a separate evaluation letter (see below). 4. "Eco-Block" Evaluation Letter - Provided for engineering review. Evaluates in general the two block high walls, and provides calculations for the three block high portion of wall along the north edge of the site near the new building entrance. The block walls as constructed are satisfactory and no remedial measures are required. Thank you for your assistance. Sincerely, rUeS. MacVeigh, Civil Engineer RECEIVED CITY OF TUKW'ILA JUN 2 8 2016 PERMIT CENTER tukbudtemplel9/1208 1 CORREQTIoN LTR# �ruce S. MacVeigh, P. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 REVISION Cell: (206) 571-8794 City of Tukwila June 26, 2016 Attn: Planning Review/Building Official/Field Inspector Subject: "Eco-Block" Wall Evaluation, New Temple Building, Sarana International Buddhist Center, 15241 51 st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) Dear Sir: As part of the ongoing development of the above site, several "Eco-Block" type walls have been installed. Most have been about 4 feet (two blocks) high, and while some theoretically have minor parking lot traffic loading, they are by field inspection and experience found to be acceptable for installed locations. The two block high walls are mostly along the south area of the site and retain compacted structural pit run fill. Along the north edge of the site, near the new temple building and its nearest parking area, a section of wall has been constructed which is three blocks high, or about 6 feet. These were installed against a cut embankment approximately 5 feet south of the site's north property line. In some sections an upslope grade line exists to the property line. Observed soils in the full depth of the cut prior to block placement indicates a uniform dense sandy silty loam. This soil is similar to that observed in all other areas of the site during soils investigation for on -site pavement drainage infiltration trenches. These higher three block high areas are evaluated in attached calculations. Based on the observed soils in that area the following design factors are used. A non -traffic soil surcharge of 20 psf is added to the overturning calculated forces. A soil equivalent density (active) of 15 pcf is used. This number, lower than often used, reflects the stability observed in the cut bank. (The new walls in this respect more realistically mimic a non-structural rockery than a full soil loaded retaining wall.) The usual Safety Factor of 1.5 is added to the design loading. The blocks are 2' x 2' x 6' (approx. length, not. important). The blocks were placed on a proper crushed rock base. While embedment is not the usual 6", as observed they are okay for this installation. The joints of the block rows are staggered and the blocks have top interlock strips. Based on the observed installation, the blocks as placed are acceptable. Note that several additional areas of the three block section may be added to the east, but would be only two blocks high, and are acceptable without further evaluation. Attached are photographs of the three Sin ice S. MacVeigh, P.E. Civil Engineer ection. Thank you for your assistance. RECEIVED CITY OF T UKWLA tukbudtemple18/1280 28 20i6 PERMIT CENTgR I EXPIRES: 4/24// 7 1 RECEIVE® CITY OF TUKWILA JUN 2 8 2016 PERMIT CENTER • 2 TriAe '1/6 FV4/k (i9 ' ©F S /804 900 Psf ECE VED OF LJ WLLA JUN 28 2016 • o >7,35� 0� �r 2'/Sc ! / B o c, '# e /B cad ,os. ova PSG/// • Sarani International Buddhist Temple 15241 51st Avenue South Tukwila, Washington 98188 CORRECTION LTR# June 27, 2016 40 To Whom it May Concern: s. Regarding information requested by the TMP (Transportation Management Program): Buddhist holidays and festivals celebrated at the Saran/ Buddhist Temple are • Buddhist New Year, at the time of the first full moon in April; • Vesak, or Buddha's Day, at the time of the first full moon in May; • and Kathina Ceremony, or Robe Offering Ceremony. There is attendance of between 120 - 150 people at each celebration. There are 58 parking stalls available on site, including 2 for handicap and 8 for family and group carpooling, which provides enough parking for those attending within the property. Should there be an overflow of people, it is also possible to park at a nearby business parking area having authorization. There is an average of 30 to 40 people on a monthly basis attending services at the temple. We will revise the TMP provision monitoring for overflow parking shuttle service for L 11-026. Otherwise, there will be striped parking stalls on site. We will provide information on the Sarani Buddhist Temple website for carpooling. Thank you, 6a7 Pa/watte Pangnanananda RECEIVED CITY OF `V UKWILA JUN282016 PERMIT CENTER • • • 6/112016 Buddhist holidays and festivals - ReligionFacts Buddhist holidays and festivals Buddhism's Sacred Days Buddhist New Year The Buddhist New Year is celebrated on different days throughout the world. In Theravadin countries (Thailand, Burma, Sri Lanka, Cambodia and Laos), the new year is celebrated for three days from the first full moon day in April. In Mahayana countries, the new year usually starts on the first full moon day in January, and Tibetan Buddhists generally celebrate it in March. Vesak (Buddha Day) Vesak is the birthday of the Buddha and the most important festival in Buddhism. On the first full moon day in May, Buddhists all over the world celebrate the birth, enlightenment and death of the Buddha in a single day. The name "Vesak" comes from the Indian month of that name in which it is held. Kathina Ceremony (Robe Offering Ceremony) The Kathina Ceremony is held on any convenient date within one month of the conclusion of the three month rains retreat season (Vassa). On this day, the laity (non-monastics) offer new robes and other necessities to the monks and nuns. RECEIVED CITY OF TUK ILA JUN 2 8 2016 PERMIT CENTER • • City of Tukwila Department of Community Development May 13, 2016 BRUCE MACVEIGH, PE 14245 59T" AVE S TUKWILA, WA 98168 RE: Correction Letter # 1, Revision #1 DEVELOPMENT Permit Application Number D12-001 SARANA INTERNATIONAL BUDDHIST - 15241 51 AV S Dear MR. MACVEIGH, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING - R DEPARTMENT: Carol Lumb at 206-431-3661 if you have questions regarding these comments. • 1. In accordance with the conditions of the Sarana Temple Parking Determination, L11-026 (copy attached), amend the proposed Transportation Management Program (TMP) as follows: a. Establish a preferred parking area for families and groups that carpool with four or more persons per car and identify on the site plan. This area shall be established and clearly delineated prior to final occupancy. b. Revise the TMP to include provisions for monitoring and updating the program, as specified in the Notice of Decision for L11-026. c. Include provisions for managing overflow parking in the event that parking demand exceeds expectations (e.g. shuttle service, parking attendants). d. Stripe the parking stalls to ensure efficient use of the area dedicated to parking. e. Add information to the Buddhist Temple's web site encouraging carpooling. The City is willing to provide the temple with a transportation options brochure and conduct an initial training session to assist with satisfying the information and education condition. Contact Rose Warren, Lead Transportation Outreach Coordinator, at 206-431-3687 or Rose.Warren@tukwilawa.gov to schedule a training session and/or request outreach materials. 2. Submit a landscaping plan that reflects the revisions to the landscaping plans for the site, particularly the front gathering area. The landscaping shown on the Revision #1 plan do not reflect what is proposed. 3. The landscaping illustrated on the grasscrete sheet (3/3) does not match what is shown on sheet 1 - please reconcile the two sheets. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can beiaed at (206)433-7165. • Sincerely, Rachelle Ripley Permit Technician File No. D12-OOI 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 truce S. MacVeigh, P.E. • Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Ce11: (206) 571-8794 April 11, 2016 Subject: Transportation Management Program - New Temple Sanctuary Building, Sarana International Buddhist Center 15241 51st Avenue S. Tukwila, WA 98168 (PN: 222304-9019) This program is provided to give guidance for the internal and general transportation needs of the people attending functions at the new sanctuary temple building and its associated site. Information and Education - When the building is occupied, informational material and advisory signage will be used to encourage people to carpool to and from activities on the site. Demand Reduction Strategies - When the building is occupied, informational material and advisory signage will be used to encourage people to carpool to and from activities on the site. Demand Management Strategies - Overflow parking demand is not anticipated for activities at this site. Signage complying with TMC Title 19 will be provided prior to full occupancy of the new building on site. Internal Circulation Strategies - Due to the configuration of the redesigned parking area serving the site, "One -Way" aisle circulation is required. The revised site improvement plan provides the location of "One -Way" pavement arrows, "Do Not Enter" signs, "One -Way" signs and "Exit Only" signs. Activity participants will be encouraged to follow the guidance provided by the signage. The site layout and continuing use is very simple, essentially a religious worship building with ongoing typical functions. People will go there, park, attend activities, and leave. Questions relating to the above Traffic Management may be directed to the abave:e inner office or to the administrative leader of the site. C fl \' OF T U K W I L A APR 1 2016 PERMIT CENTER • • Bruce S. MacVeigh, P.E. Civil Engineer tukbudtempletransmgtprog0l /1208 1 truce S. MacVeigh, P.E. S Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukvvila, WA 98168 Cell: (206) 571-8794 April 11, 2016 City of Tukwila Attn: Review Staff Subject: Summary of Remaining Site Work - NevG Temple Sanctuary Building, Sarana International Buddhist Center 15241 51st Avenue S. Tukwila, WA 98168 (PN: 222304-9019) RECEIVED API? 15 2016 TUKWILA PUBLIC WORKS REVIION NOL The following summarize the remaining site work required to be completed for the occupancy of the new sanctuary temple building to be made permanent: On -Site: Item Quantity Finish Parking Lot Grading 300 cy AC Pavement - HMA 1/2" 2,000 sy Porous AC Pavement 300 sy 6" Extruded Conc Curbing 750 If Pavement Striping, etc. lump sum est. Signs, misc. lump sum est. Total On -Site Costs Off -Site: AC Driveway Apron Total Off -Site Costs Total Remaining Costs lump sum est. Questions relating to the above may be directed to this office. Bruce S. MacVeigh, P.E. Civil Engineer Est. Cost $ 2,000 $20,000 $ 5,000 $ 5,500 $ 1,500 $ 1,000 $35,000 $ 3,500 $ 3,500 $38,500 RECEIVED CITY OF TUKWILA APB 42096 PERMIT CENTER tukbudtempleremainingsitework0l/1208 Wei truce S. MacVeigh, P.E. • Civil Engineer/Small Site Geotechnical 14245 59t Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 April 11, 2016 City of Tukwila Attn: Review Staff Subject: Parking Lot Stormwater Trench Inspection - NevV Temple Sanctuary Building, Sarana Intemational Buddhist Center 15241 51 st Avenue S. Tukwila, WA 98168 (PN: 222304-9019) Dear Sir: RECEIVED APR 152016 TKWILA PUBLI WORKS REVI5IO Na � The three substantial site pavement stormwater infiltration trenches were installed per the approved site plans. This office was on site for general site observations during the actual installation of the trenches and their associated catch basins. The installation occurred over a period of approximately one month in mid-2015. The dimensions, depth and type of drainage rock, the filter fabric covering and perforated pipe placement were all per approved practice and following the approved site plan design very closely. During the observations and site visits, the installing contractor was consulted with routinely. No special guidance was required since the contractor was experienced in this type of work, and no alterations or modifications were necessary for the work in progress. In summary, the trenches were properly installed very closely in accordance with the approved plans. For record purposes, they may be considered to be of the same construction, location and dimensions as shown on the approved site improvement plan. Note that due to general parking lot grading adjustments made at the same time as the trench installation, the finished catch basin rim elevations will vary from the original plan. Their finished rim and I.E. information will be updated on the As -Built drawings per usual practice. . RECEIVED CITY OF TUKWILA Qu 1 2016 PERMIT CENTER; -- Questions relating to the above may be directed to this office. Bruce S. MacVeigh, Civil Engineertukbudtempletrenchinsp0l/1208 EXPIRES: 4/24/ //#f'? 2' 001 i • City of Tukwila Department of Community Development 12/1/2015 POLWATTE PANGNANANDA 15241 51 AV S TUKWILA, WA 98188 RE: Permit No. D12-001 SARANA INTERNATIONAL BUDDHIST 1524151AVS Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the international Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 1/11/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 1/11/2016, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Rachelle Ripley14 Permit Technician File No: D12-001 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 4 i t sn City of Tukwila December 14, 2015 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Polwatte Pangnananda 15241 51 Ave S Tukwila, WA 98188 RE: Request for Extension #4 Permit Number D12-001 Sarana International Buddhist Center Dear Mr. Pangnananda, This letter is in response to your written request for an extension to Permit D 12-001. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through July 11, 2015. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, ey, Bill Rambo Permit Technician File: Permit No. D12-001 W:\Permit Center\Extension Letters\Permits\2012\D12-001 Permit Extension #3.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 SARAN/INTERNATIONAL BODDHIST CENTER 15241 51 st Avc S Tukwila WA 98188 (206) 277-8399 www. sibc-tukwila.org 12/07/2015 Building Official Department of Community Development City of Tukwila 6300 Southcenter Boulevard Suite 100 Tukwila WA 98188 RE: Permit No. D12-001 Sarana International Buddhist Center 15241 51 AV S Dear Sir/Madam Request for Extension # Current Expiration Date: 17 l :) 1 (.o Extension Request: Approved for f 0 O days Denied (provide explanation) Signature/Initials Request for Permit Extension I would like to request an extension of 180 days to continue on the landscaping of the premises. This extension will allow us to finish on the following work. • Landscaping • Asphalt sealing • Paving of parking space I will call the City of Tukwila Inspection Request Line to schedule the final inspection once this work is complete. Thank you for your assistance. Sincerely y Polwatte Pangnanan Chief Monk CITV Of TUKWILA IDEC 07. 2015' PERM rCENTER Together, we build a greater multi -cultural Buddhist society City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 14, 2015 Bruce S. MacVeigh, P.E. 14245 59`1' Ave. So Tukwila, WA 98168 206-571-8794 Re: Temporary Certificate of Occupancy for Permit D12-001 Dear Mr. Bruce S. MacVeigh: I am in receipt of your letter dated September 6, 2015 requesting a Temporary Certificate of Occupancy for the New Temple Building, Sarana International Buddhist Center. I have carefully read your letter, reviewed the project file, and considered your request. Unfortunately, a Certificate of Occupancy cannot be issued at this time. The final building inspection has not been called for or made. The Public Works and Planning Departments have not inspected or approved the project. In order to issue a Certificate of Occupancy all work has to be completed, inspected, and approved by all departments. If you have any questions please contact me directly at 206-431-3675. Respectfully C/ Jerry E Hight Building Official Cc: File 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 City of Tukwila September 6, 2015 Attn: Building Official/Field Inspector a =% pE ma c tOS Subject: Temporary Occupancy of Completed Sanctuary Building, New Temple Building, Sarana International Buddhist Center, 15241 51st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) Dear Sir: Recently fire damage has made the older converted residence sanctuary building unusable pending repairs and necessary upgrades. For this reason the temporary use of the new sanctuary/meditation building is required to continue important routine religious activities at the site. On September 4, 2015 the above new building was visited to verify its suitability for use. The building is a new sanctuary/meditation building constructed under permit over the last three years. It is rated by code as an Assembly Use structure. The building is one story with two main entrances, and with full sprinkler system installed. All work to date has been City of Tukwila inspected. The building is complete for use. The only significant remaining part of the building permit is the formal paving of the parking area. Note that the major parking lot infiltration system has been installed and inspected, and the actual paving work is awaiting funding. Associated recent grading and gravelling done with the storm system installation has allowed the original parking lot to remain suitable for continued use. A small corner of the parking lot area in the southwest part of the site requires the installation of several more eco-blocks and fill, however this area is not necessary for the projected 40 cars maximum using the parking area, pending final paving. Based on the above, the new building and temporary graveled parking area are safe and effective for use for the site's activities. The Temple is actively working towards obtaining pavement funding, thus ensuring the temporary nature of the unfinished work on the site. Thank you for your assistance. Questions relating to this matter may be made directly to this office. Sincerel del Bruce S. MacVeigh, P.E. Civil Engineer tukbudtemplel7/1208 J'LPP ', 5 �kr COMPLETED NEW BUILDING AND GRADED GRAVEL PARKING AREA ALL WEATHER GRAVEL SURFACE SUITABLE FOR TEMPORARY USE 2 City of Tukwila Department of Community Development 3/2/2015 POLWATTE PANGNANANDA 15241 51 AV S TUKWILA, WA 98188 RE: Permit No. D12-001 SARANA INTERNATIONAL BUDDHIST 15241 51 AV S Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/19/2015. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/19/2015, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 'tg.P Bill Rambo Permit Technician File No: DI2-001 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 r� 1 �qs Cif),o f Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director March 13, 2015 Polwatte Pangnananda 15241 51 Ave S Tukwila, WA 98188 RE: Request for Extension #3 Permit Number D12-001 Sarana International Buddhist Center Dear Mr. Pangnananda, This letter is in response to your written request for an extension to Permit D 12-001. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through October 19, 2015. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D12-001 W:\Pernut Center\Extension Letters\Permits\2012\D12-001 Permit Extension #3.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 3/9/2015 City Of Tukwila Department of Community Development 6300 South center Boulevard, Suite #100 Tukwila, WA 98188. Atten: Bill Rambo, Re: Permit No : D12-001 Sarana International Buddhist Center 15241 j1n Ave, South. Tukwila, WA 98188 Dear Bill Rambo, RECEIVED crry TUNWILA MAR 10 2015 PERRMT COW We are in receipt of your letter informing us of our permit which is going to be expiring on 4/19/2015. We are requesting an extension of 180 days so here is why. The building has been completed and inspected and passed the fire codes. The landscaping and parking areas are partially done, but still need to be completed. We were not able to complete this due to the winter weather conditions and also lack of funding. As you may know we are a non-profit spiritual facility and rely solely upon donations from our congregation. We feel certain that we will be able to begin work again and move forward with this project Thank you for your consideration and help. Sincerely, Polwatte Pangnan r daf Abbot of Sarana Int'l ;Buddhist Center. nf Request for Extension # Current Expiration Date: 14-- «`I Extension Request: Approved for / -d days Denied (provide explanation) Signature/Initials • • City of Tukwila Department of Community Development 2/3/2014 POLWA I-I'h PANGNANANDA 15241 51 AV S TUKWILA, WA 98188 RE: Permit No. D12-001 SARANA INTERNATIONAL BUDDHIST 15241 51 AV S Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/31/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/31/2014, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, J nnif r Marshall Pe Technician File No: D12-001 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 8, 2013 Armando Leyva 25604 120 Place Kent, WA 98030 RE: Request for Extension Permit Number D12-001 Sarana International Buddhist Center Dear Mr. Leyva, This letter is in response to your written request for an extension to Permit D12-001. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through March 31, 2014. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, jAN\c shall nician CC: Pangnananda Polwatte, SIBC File: Permit No. D12-001 •` i W.•\Permit Center\Extension Letters\Permits\2012\D12-001 Permit Extension.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • • DATE: October 1, 2013 TO: TUKWILA BUILDING DIVISION PROJECT NAME: SARAN INTERNATIONAL BUDDHIST CENTER PERMIT #: PIZ•ool SUBJECT: Requesting extension of Building Permit due to delays not foreseen during construction. Thai k you, ando Leyva Agent for SIBC a/c cn OCT .012013 PERMIT CENTER \°4 •Wq k� • City of Tukwila Jinn Haggerton, Mayor Department of Community Development Jack Pace, Director 09-03-2013 POLWATTE PANGNANANDA 15241 51 AV S TUKWILA WA 98188 RE: Permit No. D12-001 SARANA INTERNATIONAL BUDDHIST CENTER 15241 51 AV S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/02/2013. Based on the above, you are hereby advised to: 1) Ca11 the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/02/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D12-001 6300 Southcenter Boulevard, Suite 4100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fav 206-431-3665 a City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 11-01-2012 POLWATTE PANGNANANDA 15241 51 AV S TUKWILA WA 98188 RE: Permit Application No. D12-001 SARANA INTERNATIONAL BUDDHIST CENTER 15241 51 AV S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 01/03/2012, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 12/17/2012. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, .----"Loc .0 '114 \ Bill Rambo Permit Technician File: Permit File No. D12-OO 1 A 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206 431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 31, 2012 Polwatte Pangnananda 15241 51 Av S Tukwila, WA 98168 RE: Correction Letter #2 to Revision #1 Development Permit Application Number D12-001 Sarana International Buddhist Center —15241 51 Av S Dear Mr. Pangnananda, 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 Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Brandon Miles at 206 431-3684 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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, please contact me at (206) 431-3670. Sincerely, encl File No. D12-001 W:\Permit Center\Correction Letters \20I2\D12-001 Corr Ltr #2 to Rev #l.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 PLANNING DIVISION COMMENTS DATE: October 30, 2012 CONTACT: Sarana International Buddhist Center RE: D12-001, Correction Letter #2 to Revision #1 ADDRESS: 15241 51st Ave South ZONING: LDR Planning has reviewed the above building permit and corrections are required prior to issuance: 1. The City has reviewed the arborist report that was submitted to the City on October 23, 2012. Generally, the arborist report is acceptable; however, there are some issues with the current science that is being applied to the project. The recommendations provided are not consistent with current science for tree root projection. Current science recommends that a critical root zone of 1.5 feet be maintained for every inch in diameter for a protected tree. This would require that 55.5 feet of area be maintained around the cedar tree and 37.5 feet be maintained around the fir tree. The protection area, including installation of the grasscrete, should be expanded as much as possible to allow for infiltration See the attached marked up sheet, which expands the recommended critical protection area recommended by your arborist. This area should either be grasscreate or should be undisturbed. Please note that the civil plans will need to be updated to reflect the installation of the grasscrete. By updating the plans we can ensure that all parties have a clear understanding of what needs to be completed. 2. Note: The City will require that an ISA-certified arborist be on site when any work is occurring around the critical root zone. The ISA-certified arborist will also need to be on site during the soil restoration. 3. Once you have resubmitted, the City will work quickly to get all Departments to review the revised civil plans, provided all applicable code requirements are met. Once this revision is approved, you should be ready for permit issuance. • • Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59`h Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 City of Tukwila Planning Department Attn: Brandon Miles, Project Coordinator October 23, 2012 Subject: Arborist Report for Two Trees and Pavement Plan Adjustment for Dripline Protection, New Temple Building, Sarana International Buddhist Center, 15241 51 st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) Dear Mr. Miles: Attached per request is the formal arborists report on the large cedar and Douglas fir trees located in the island in the parking area. The trees are healthy and are recommended for preservation. Two major recommendations of the report are to avoid new pavement within the dripline of the trees and to replace surface soils which have been compacted. Both i recommendations appear reasonable and will be complied with. On this date, we visited the site and personally measured the driplines of the two trees. Attached is a scale sketch showing the plotted driplines. The limits of driplines shown will be the new limit of pavement for the parking area. Note that while the movement of the edge of pavement reduces some areas of pavement width, we believe this to be acceptable since the routing of traffic through the site is One - Way, counter clockwise. In addition, we will provide within the dripline area a zone of "grass- crete" to preserve a full 20 foot wide emergency vehicle access through this area. A white "fog line" will direct routine traffic along the paved areas. This concept has been reviewed and found acceptable by the City's Fire Prevention Bureau. Please accept this letter as the formal notification of the minor changes of pavement edge. To formally adjust construction plans and resubmit for full review at this late date is i unthinkable. Thank you for your assistance in this matter. Questions relating to this request may '®ED directly to this office. CITY OF TUKWILA OCT 2 3 2012 PERMIT CENTER Bruce S. MacVeigh, P.v.ORRECTION Civil Engineer tukbudtemple09a/1208 LTR# �Aa }p REVISION HOLL To: Sarana International Buddhist Center Location: 1524151sL Ave S. Tukwila WA 98168 Subject: Tree Risk Assessment and Recommendations for construction Date: 10-18-21012 Prepared by: Benjamin M. Gray, ISA Certified Arborist PN-6748A, Certified Tree Risk Assessor 1757 Project Overview To assess the health and safety of one Douglas Fir and one Western Red Cedar and to make recommendations of how best to proceed with proposed with proposed construction without causing considerable harm to the two trees in question. Methods I evaluated the health and structure of each.tree utilizing visual tree assessment (VTA) methods. The basis behind VTA is the identification of symptoms, which the tree produces in reaction to a weak spot or area of mechanical stress. A tree reacts to mechanical and physiological stresses by growing more vigorously to re -enforce weak area, while depriving less stressed parts. (Mattheck & Breloer, 1994) An understanding of the uniform stress allows me to make informed judgment about the trees condition. Using the Pacific Northwest International Society of Arboriculture (PNWISA) Tree Risk Assessment method, I assigned a risk potential rating to each tree assessed. This method is adapted from the United States Forest Service risk assessment approach and is considered the present standard of care. This method provides assessors a structured process, based on good science and arboriculture, to assign recommended thresholds for action for the purpose of informing risk managers. The PNWISA Tree Risk Assessment method requires assessor certification. Additional information can be found in the appendix A Limitations Unless stated otherwise. 1) information contained in this report covers only those trees that were examined and reflects the condition of those trees at the time of inspections; and 2) the inspection is limited to visual examination of the subject trees without dissection, excavation, probing, climbing, or coring unless specified. There is no warranty or guarantee, expressed or implied, that problems or deficiencies of the subject trees my not arise in the future. Additional assumptions and limiting conditions can be found appendix B. 8641 138th P►. SE, Newcastle WA 98052 Phone (206) 369-9998 Fax (425) 282-4822 Page 11 www.eastsidetreeworks.com • • Observations The site the two trees are located within a gravel parking lot that has seen a good deal of traffic over the amount of time that the center has been in operation. Despite the vehicle traffic the soil has not been overly compacted and the tree show none of the typical signs of stress that is usually seen with tree in this situation. The trees Douglas Fir (Pseudotsuga menziesii) DBH 25 inches Height 80 feet Tree is of good health and has no notable defects that have compromises its safety or integrity. The soil that houses the root system has been compacted by vehicle traffic but has not been deeply impacted tree health at this time. Western Red Cedar (Thuja plicate) DBH 37 inches Height 80 feet Tree is of good health and has no notable defects that have compromises its safety or integrity. The soil that houses the root system has been compacted by vehicle traffic but has not been deeply impacted tree health at this time. Tree Risk Assessment Species Probability of Failure Size of Part Target Rating Overall rateing Douglas Fir 1 3 4 8 Cedar 1 3 4 8 Conclusion Trees pose no threat due to any visible defect seen at this time and all action should be taken to preserve these two trees. Recommendations Constructions projects that involve any grade changes can be very challenging to a trees health as root will be cut or compacted under new soil or paving. It is important to take every action possible to protect the major structure roots that are predominately located within the trees drip line (the area that is underneath the trees canopy). The most effective way to protect the roots and soil is to fence this 8641 138th PI. SE, Newcastle WA 98052 Phone (206) 369-9998 Fax (425) 282-4822 Page 12 www.eastsidetreeworks.com �ci(7A\ q3 • • area off and enforce strict rules that no traffic inters within the protected zone and no equipment is to be stored within the boundaries. As the soil has been compacted previously It would be to the benefit of these trees that soil restoration be preformed after the construction is done and before the new landscaping put in. This is best done by removing all the top soil with an air spade and replaced with new soil that contains both mineral content,,,_ �. and organic matter. The soil should be inoculated with beneficial bacteria and ectomycorrihizal fungus to give the trees the best chance of survival. Benjamin M. Gray Alt`k,\I 11 0,1V 8641138`h PI. SE, Newcastle WA 98052 Phone (206) 369-9998 Fax (425) 282-4822 Page 13 www.eastsidetreeworks.com Appendix A — Pacific Northwest Tree Risk Method Probability of Failure (1-5 points) Low Defect is not likely to lead to imminem failure, 1 point and no further action is required. In many cases, defects might not be recorded. Moderate !' One or more defects areas well -established 2 points but typically do not lead to failure for several years. Corrective action might be useful to prevent future problems but only iftime and money are available. Not the highest priority for action, these are retain and monitor situations used to inform budget and work schedules for subsequent years. Moderately High 3 points High 4 points J_ Extreme 5 points One or more defects areas well -established, but not yet deemed to be a high priority issue. Additional testing may be required or, the assessor may feel the problems are not serious enough to warrant immediate action, but do warrant placing the tree on a list of trees to be inspected more regularly. These are Retain and Monitor trees. The defect is serious and imminent failure is likely and corrective action is required immediately. These cases require treatment within the next few days or weeks. The tree or component part is already failing, An emergency situation where treatment is required today. Minor branch or crown dieback, small wounds, minor defects. Several defects present. • Shell wag exceeds minimum required • Cracks initiated but no extensive decay • Cavity opening or other stem damage less than 30% of circumference • Crown damage or breakage less than 50% of canopy (30% in pines) • Dead crown limbs with fine twigs attached and bark intact • Weak branch union such as major branch or codominant stem with included bark • Stem girdling roots with less than 40% of circumference compressed • Root damage or root decay affects less than 33% of roots within the critic& zone • Standing dead tree that is recently dead (still has fine twigs) end no other significant defects` Areas of decay that may be expanding; trees that have developed a recent but not yet critical lean; cracks noted but may be stable; edge trees that may adapt and become more stable. One or more major defects present. • Insufficient shell wall thickness • Large cracks, possibly associated with other defects • Cavity opening greater than 30% of circumference • Crown damage or breakage more than 50%of canopy (> 30% in pines) • Dead crown limbs with no fine twigs and bark peeling away. May ' be some saprophytic fungal evidence. , • Weak branch union has cracks) or decay • Stem girdling root affects 40% or more of trunk circumference • More than 33% of roots are damaged within the critical zone •Tree is leaning. Recent root breakage, or soil mounding, or cracks, or extensive decay evident • Standing dead tree, has very few fine twigs, and no other significant defects" Multiple high or extreme risk defects present. • Shell wall is already cracked and failing • Major cracks already open, such as hazard beams or split trunks • More than 30% of circumference defective and cracks or decay obvious • Dead crown limbs, no fine twigs, no bark decay present. • Weak branch union has crack(s) and decay • Leaning tree with recent root failure, soil mounding, and cracks or extensive decay • Dead branches hung up or partly failed • Visual obstruction of traffic signs / lights at intersections • Any partly failed component or whole tree • Standing dead trees that have been dead for more than one season with multiple detects such as cracks, decay, damaged roots, shedding bark* • Standing dead trees posatheir awn set of risk assessment dificulues since iris often impossiibleto determine when thetree died and what caused its death. Tree mortality caused by insects such as detoliaters. drought or low intensity fires will usually be structurally sound, and may remain safely standing for several years. In some cases,wherethatarget rating is'occasianar andthewildlife value ofthe dead tree is high, the assessor should consider an additional assessment step to determine the feasiiaTky of retaining tha tree as a wildlife tree. Appendix Two provides a simple graphic to assist with creational wildlfe habitat There is a standard set of decay dosses used by the US Forest Service, and other North American agencies, which when matched with wildfire value provide a wildlife tree habitat rating. Size of Defective Part (1-3 points) 1 point Branches or stems up to 10 centimeters (4 inches) in diameter. 2 points ; Branches or stems between 10 to 50 centimeters (4 to 20 inches) in diameter. 3 points Branches or stems greater than 50 centimeters (20 inches) in diameter. • In some cases, there may be large areas of sloughing bark, dwarf mistletoe brooms, branch stubs, or large bird nests in cavities that pose a risk. The assessor must use his or her judgement to assign a numbertothese components. In general the lowest rating (1 point) is reserved far component pans that would not create much impact on a person or property if it werem fail The highest rating is used for parts that have the potential to kill people or seriously damage property. 8641 138tn PI. SE, Newcastle WA 98052 Phone (206) 369-9998 Fax (425) 282-4822 Page 14 www.eastsidetreeworks.com The Target Area (1-4 points) Low Sites rated et one point are very rarely used for any long period of time, end people passing through the area (regardless of how 1 point they travel) do not spend a lot of time within the striking range of the tree. There are no valuable buildings or other facilities within striking range. Examples are seldom used back country roads or trails; seldom used overflow or long-term parking, industrial areas where workers drive machines (trucks, forklifts, tractors) with substantial cab protection; natural or wilderness areas; transition areas with limited access; remote areas of yards, parks, or private lands open for public use within set hours. All of these sites have relatively low occupancy within any one day. • Moderate Valuable buildings are at the edge of the striking distance, so they would not be seriously damaged even if the tree did tall down. The site 2 points has people within striking range occasionally, meaning less than 50% of the time span in any one day, week, or month, and do not stay within striking range very long. Examples include areas that are used seasonally; more remote areas of camping areas or parks; minor rural roads; picnic areas; low to moderate use trails; most park and school playgrounds.** Moderate to low use parks, parking lots with daily use; secondary roads and intersections, dispersed camping sites, moderate to high use trails, works and / or storage yards. Moderntely The site has valuable buildings within striking range. People are within striking range more than 50% of the time span in any one High day, week, or month, and their exposure time can be more than just passing by. Examples include secondary roads, trails, and 3 points access points; less commonly used parking areas and trails within parks; trails alongside fairways, bus stops. High The highest rated targets have a) a building within striking range frequently accessed by people, often for longer periods of time, 4 points or high volumes of people coming and going within striking range. Valuable buildings or other structures within striking range that would suffer major structural damage in the event people or b) people within striking distance of the tree, or both, seven days a week, all year long, and at all times of the day. Examples include main roads, the busiest streets or highways; high volume intersec- tions power lines7 paths through busy open space areas and parks; short-term parking constantly in use; institutional buildings such as police stations, hospitals, fire stations; shopping areas; highly used walking trails; pick up and drop off points for commut- ers; golf tees and greens; emergency access routes and / or marshalling areas; handicap access areas; high use camping areas, visitor centres or shelters; residential buildings; industrial areas where workers take outside breaks; development sites where work activity within striking range lasts more than a few hours at a time. 'There are yen/specific safe work practices required when working close to Power lines. These vary depending on location, but all employ similar principles. ** it is recognized that there is a tendency to rate playgrounds higher simply because children are involved. Most playgrounds are occupied for short periods of time in dayfighthours. Overatltheir use's infrequent when compared to other locations such as busy streets. The Overall Risk Rating and Action Thresholds Risk Rating Risk Category Iraelpretation and hnplicmiaas 3 Low 1 Insignificant - no concem at all. 4 , Low 2 Insignificant - very minor issues. 5 Low 3 Insignificant - minor issues not of concem for many years yet 6 Moderate 1 Some issues but nothing that is likely to cause any problems for another 10 years or more. 7 Moderate 2 Well defined issues- retain and monitor. Not expected to be a problem for at least another 5 -10 years. 8 Moderate3 Well defined issues - retain and monitor. Not expected to be a problem for at least another 1.5 years. 9 High 1 The assessed issues have now become very clear. The tree can still reasonably be retained as it is not likely to fall apart right away, but it must now be monitored annually. At this stage it may be reasonable for the risk manager/owner to hold public education sessions to inform people of the issues and prepare them for the reality that part cute entire tree has to be removed. 10 High2 The assessed issues have now become very clear. The probability of failure is now getting serious, or the target rating and/or site context have changed such that mitigation measures should now be on a schedule with a clearly defined timeline for action. There may still be time to inform the public of the work being planned, but there is not enough time to protracted discussion about whether or not there are alternative options available. 11 High3 The tree, or a pan of it has reached a stage where it could fail at any time. Action to mitigate the risk is required within weeks rather than months. By this stage there is not time to hold public meetings to discuss the issue. Risk reduction is a clearly defined issue and although the owner may wish to inform the public of the planned work, he/she should get on with itto avoid clearly foreseeable liabilities. 12 Extreme This tree, or a part of it, is in the process of failing. Immediate action is required. All other, less significant tree work should be suspended, and roads or work areas should be closed off, until the risk issues have been mitigated. This might be as simple as removing the critical pan, drastically reducing overall tree height or taking the tree down and cordoning off the area until final clean up, or complete removal can be accomplished. The immediate action required is to ensure that the clearly identified risk of harm is eliminated. For areas hit by severe storms, where many extreme risk trees can occur, drastic pruning and/or partial tree removals, followed by barriers to contain traffic, would be an acceptable first stage of risk reduction. There is no time to inform people or worry about public concerns. Clearly defined safety issues preclude further discussion. The Table shown above outlines the interpretation and implications of the risk ratings and associated risk categories. This table is provided to inform the reader about these risk categories so that they can better understand any risk abatement recommendations made in the risk assessment report 8641 138th PI. SE, Newcastle WA 98052 Phone (206) 369-9998 Fax (425) 282-4822 Page 15 www.eastsidetreeworks.com • • Appendix B — Assumptions & Limiting Conditions 1. Consultant assumes that any legal description provided to consultant is correct that title to property is food and marketable. Consultant assumes no responsibility of legal matters. Consultant assumes all property appraised or evaluated is free and clear, and is under responsible ownership and competent management. 2. Consultant assumes that the property and its use do not violate applicable codes, ordinances, statues or regulations. 3. Although consultants has taken care to obtain all information from reliable sources and to verify the data insofar as possible, consultant does not guarantee and is not responsible for the accuracy of information provided by others. 4. This report and any values expressed herein represent the opinion of the consultant, and the consultant's fee is in no way contingent upon the reporting of a specific value, a stipulated result, the occurrence of a subsequent event, or upon any finding to be reported. 5. Sketches, drawings, and photographs in this report, being intended as visual aids, are not surveys. The reproduction of any information generated by architects, engineers or other consultants and any sketches, drawings or photographs is for the express purpose of coordination and ease for reference only. Inclusion of such information on any drawings or other documents does not constitute a representation by consultant as to the sufficiency or accuracy of the information. 6. Unless otherwise agreed, (1) information contained in this report covers only the items examined and reflects the dentition of the those items at the time of inspection; and(2) the inspection is limited to visual examination of accessible items without dissection, excavation, probing, climbing/ or coring. Consultant makes no warranty or guarantee, express or implied, that the problems or deficiencies of the plans of property in question my not arise in the future. 7. Loss or alteration of any part of this agreement invalidates the entire report. 8641 138th PI. SE, Newcastle WA 98052 Phone (206) 369-9998 Fax (425) 282-4822 Page 16 www.eastsidetreeworks.com • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 18, 2012 Bruce MacVeigh 14245 59 Av S Tukwila, WA 98168 RE: Correction Letter #1 to Revision #1 Development Permit Application Number D12-001 Sarana International Buddhist Center —15241 51 Av S Dear Mr. MacVeigh, 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 Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Brandon Miles at 206 431-3684 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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, please contact me at (206) 431-3670. Sincerely, Bill Rambo Permit Technician encl File No. D12-001 W:\Permit Center\Correction Letters \2012\D12-001 Corr Ltr #1 to Rev #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 PLANNING DIVISION COMMENTS DATE: October 18, 2012 CONTACT: Bruce MacVeigh RE: D12-001 ADDRESS: 15241 51st Ave South ZONING: LDR Planning has reviewed the above building permit and corrections are required prior to issuance: 1. The requirement for the arborist report will not be waived. Either submit the report or submit an application to revise the approved design review application. • • Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Ce11: (206) 571-8794 October 12, 2012 City of Tukwila Planning Department Attn: Brandon Miles, Project Coordinator Subject: Additional Information Reference Significant Tree Evaluation and Removal, New Temple Building, Sarana International Buddhist Center, 15241 51stAvenue S., Tukwila, WA 98168 (PN: 222304- 9019) Dear Mr. Miles: Previous comments from Planning Department staff indicated a need to evaluate the effect of paving the existing parking lot in the vicinity of two significant trees in the island area of the parking lot. The evaluation would be performed by an accredited arborist. Per referenced formal surveyor mapping of the site, these are identified as one 36" cedar and one 24" Douglas fir (extract attached). It has been decided due to administrative complications to have these trees removed instead of evaluated. Note that the trees at present appear healthy are largely surrounded by a long established gravel surfacing which would be simply be paved over. (In fact it is the owner's real preference to retain one or both of these trees long term, if the paving is found to be benign.) Per TMC 18.54.130, Para. 3, Tree Replacement, it is noted that trees of 24" caliper and larger require 8 each replacement trees, deciduous or coniferous. The landscape plan for the site provides for a total 46 new trees of various species, with a caliper for each of 2". The new planting areas will be irrigated and failing trees replaced as needed. While the size recommended for replacement trees is 2.5" caliper, we feel that the large number of new trees, plus their long term care and maintenance provides, within the intent of the City Code, more than adequate replacement for the trees stated for removal. RECEIVED CITY OF TUKWILA REVISlONNO1. bk)fte- i OCT 1 2 2012 PERMIT CENTER As such, please consider the request for arborist evaluation of these trees as no longer a requirement and allow the site permit to be released for construction. Thank you for your assistance in this matter. Questions relating to this request. may be made directly to this office. Bruce S. MacVeigh, P.E. Civil Engineer tukbudtemple08/1208 2 GNE-STORY OUT 8U LDING .FINISH FLOOR = 134.J' • RIDGE. HEIGHT 149.0' • • • • •‘. ' - 0.1' --130 ---126-- 00. r_ an. ▪ ' `� ♦ _ `• -R=1• 879: " - —r -I .N /i 16, .o �_I�Ioc HEIGHT = 156 1 N•N o 1 • //i l 2D.2' -- -- • • • TO'-011tITY EASEMEK ------ _ P�,�AF53II 271 NORTH FACE OF LIGHT RAIL LINE "\\ -- _ NE OF"~3ir DE- eva-r-ekSSMENI" h85'33'241 W 7.4' X 6.2' CONCF SUPPORT COLT •ject s•eLeAikiA ittrETei.. ievz,r7HIT -rieeEs 04Ear 22)a.coei — II. ( zai coc_. Itkwes frt. I( I 8 Ku AzA ii c.. ----. Ph- z g -,- C. t?D turrvri2-- ....__. 0 ot t 0 .. - -L--c ' 4c432 HAR- — in vi. 5Tatt_ 144.4.PociA — 0. -142D- fdlivir= / 7• 6 -- I -- v 4v 3 . 11 9 I•moornm••••• TITLE 18 — ZONING 18.54.120 Applicant Security Required To mitigate damages should they occur as a result of clearing which is not authorized by a Tree Clearing Permit, the Director may require from the applicant a bond, letter of credit, or other means of security acceptable to the City. The following provisions shall apply in instances where such securities are required: 1. The required security shall be submitted prior to the issuance of a Tree Clearing Permit. 2. The securityshall be equal to City Stars best estimate of possible costs directly associated with replacement of cleared vegetation which has not been authorized to be cleared under a Tree Clearing Permit (e.g. the replacement of vegetation approved for retention, or the installation of replacement plantings which theapplicant has failed to install as required). In no case shall the security exceed an amount equal to 2.5 times the current cost of replacing the plants per the Tree Replacement requirements of this chapter. 3. The security shall not be fully released without final inspection and approval ofcompleted work by the City, submittal of any post -construction evaluations, or following any prescribed trial maintenance period required in the permit. 4. Securities provided in accordance with this chapter may be redeemed in whole or in part by the City. of Tukwila upon determination by the Director that the applicant has failed to fully comply, within the time speed, with approved plans and/or any remedial or enforcement actions mandated in accordance with this chapter. . (Ord. 1758§1(part), 1995) 18.54.130 Permit Approval Criteria To the extent that vegetation retention and/or replacement is consistent with project feasibility or reasonable use of the property, vegetation clearing shall be planned and conducted to meet all of the criteria below. These criteria shall be the basis for approval, approval with conditions or denial of any tree clearing included in a Tree Clearing Permit application. 1. Tree Retention - Site improvements shall be designed and constructed to retain as many existing healthy trees as possible, and to meet the following criteria: a. Priority shall be given to retention of existing stands of trees, trees at site perimeter, trees within the shoreline Low -Impact Environment, in Sensitive Areas or Sensitive Area Buffers, and healthy mature trees. b. All understory vegetation within the essential root zone of protected trees shall be: (1) retained; OR (2) removed by methods which are non - damaging to the tree, and replaced with vegetation with horticultural requirements which are compatible with protected trees. c. Vegetation removal shall be undertaken in such a manner as to preserve, to the degree possible, the aesthetic and ecological benefits provided by such vegetation. 2. Tree Protection Measures - a. The proposal shall include tree protection measures which meet orexceed. best management practices and current standards of professional arboriculture, and which are sufficient to ensure the viability of protected trees and other vegetation identified for retention pursuant to requirements of this chapter, and shall include measures sufficient to protect any Sensitive Area, its Buffer and vegetation within the shoreline Low -Impact Environment. b. During clearing and/or construction activities, all protected vegetation shall be surrounded by protective fencing which prevents adverse impacts associated with clearing from intruding into areas of protected vegetation. 3. Tree Replacement- The site shall be planted with trees to meet the following minimum requirements: a. Each existing significant tree removed shall be replaced with new tree(s), based on the size of the existing tree as shown below, up to a.maximum density of 70 new trees per acre. b. Tree Replacement Ratios Diameter of Existing Tree Removed No. of Replacement Trees Required 4 - 8 inches 1 8 -12 inches 2 1 4 /' 18 - 24. inches 6�.,, / >24 inches 8 ' c. Prior to any vegetation removal, -applicant shall dem an; sensitive Area Mitigation Plan or other materials required per the requirements of this chapter that vegetation' replaceme tr-will—meet the following minimum standards: Minimum sizes shall be 2.5-inch caliper for deciduous , 6 to 8 feet in height for evergreen trees, 2 inches in height shrubs, and 1 gallon for groundcover. (2) /ants -shalt meet current American Association of Nurserymen standards for nursery stock; (3) Planting and maintenance of required replacement vegetation shall be in accordance with best management practices for landscaping which ensure the vegetation's long-term health and survival. 4. Surrounding Environment - The timing of, and methods to be used in any proposed vegetation removal shall be such that impacts to protected vegetation, wildlife, fisheries and the surrounding environment are minimized. 5. Tree Relocation - Tree relocation shall be carried out according to best management practices, and trees proposed for relocation shall have a reasonable chance of survival. (Ord. 1758§1(pat), 1995) Produced by the City of Tukwila, City Clerk's Office Page 18-173 PLANNING DIVISION COMMENTS DATE: September 27, 2012 CONTACT: Armando Leyva RE: D12-001 (Correction Letter 3) ADDRESS: 15241 51stAve S ZONING: LDR Planning has reviewed the above building permit. The permit can be issued once the applicant provides an arborist report as required by the design review approval (L12- 008). CORRECTION Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: August 15, 2012 Project Name: Sarana Int'I Buddhist Center Permit #: D12-001 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 0/4 1. The revised plan set General Notes and references do not specify current building codes. Other plan sheets notes refer to IRC codes. In addition there old outdated IRC tables shown on A-6. Remove all IRC notes and tables. This building shall be built under the current 2009 International Building codes which include 2009 IBC, IMC, UPC, WSEC, 2003 ANSI AND 2008 NEC. Revise all plan notes and tables to be consistent with the current 2009 International Building codes. Show current codes referenced on the cover sheet and revise other code references and tables throughout the plan set. OK 2. Since this is an engineered plan, all plan sheets shall be stamped and signed by the engineer and/or architect that provided those plan sheets. The design professional in charge providing plans and documents shall have their original stamp and signature on those documents. Provide engineered sheets with engineers stamp and signature. Architectural sheets shall also be provided with the architects stamp and signature as applicable. (see General Note at top of Review Memo's) O'e< 3. Door schedule shows door #1 with dead bolts. Refer to 2009 IBC Section 1008.9.3 and 1008.9.4 and (SNT,a'snow the type of locks that comply with current IBC and accessible barrier free codes. Show door #2 3".privacy lock in compliance with barrier free requirements. (IBC 1008.9.3, 1008.9.4 and ANSI 309.4) 6014 4. Provide a note to post occupant load in a conspicuous location near the main entrances. (IBC 1004.3) (OHT A.3) . px..5. While revising notes remove_the note 10 on sheet 3-A for smoke detectors since this is not a residential' building. (In reference to item 1.) pK 6. Sheets 4A and 5A show slab on grade insulation beveled extending to the top of the slab. One acceptable option would-be to provide a treated 2x2 at the floor level where insulation abuts up to under the 2x2. In either case the thermal break shall extend up the top of the slab. (2009 WSEC 502.1.4.8) Should there be questions concerning the above requirements, contact the Building Divisi20�ED 431-3670. No further comments at this time. CITY OF TUKWILA SEP 2 1 2012 PERMIT CENTER b()OO1 • • PLANNING DIVISION COMMENTS DATE: August 14, 2012 CONTACT: Armando Leyva RE: D12-001 (Correction Letter 3) ADDRESS: 15241 51st Ave S ZONING: LDR Planning has reviewed the above building permit and corrections are required prior to issuance: OK 1. The following condition was placed on the project as part of the design review application: (Nr A- 0 "The main circulation area shall be designed to be one way (see attached site map). Prior to the issuance of the building permit, the applicant shall submit a map showing signage and pavement markers that clearly delineate the path,of travel on the site for the,city's approval. At a minimum the plan shall include directional arrows, one way signs, and do not enter signs at appropriate locations on the site." Sheet A-1, provided for the building permit does not meet the above requirement. Update the plan to show the location and type of signage which will be used to direct traffic on the site. Provide details for each sign type DIG 2. The civil plan is lacking some of the details located on sheet A-1. Update the civil plan to show ALL proposed retaining walls and ALL improvements. — a., 3. Update the irrigation plan to include irrigation at the west property line and the large 04.44 . planting area in the middle of the parking area. 4. Note X on the landscaping plan notes the arborist requirement that was placed on the project as part of the design review application. It is highly recommended that you provide this arborist report to the City in the near future. No construction will be permitted to commence until the report is provided, reviewed, and accepted by the City. wM p2op SE ro ,2eA-0 1/8 Ti-()E T2EES At-10 N©T" r<Ug-EN T1-I- f2 I Sty THAT rN TN& Fu rv2 E we SAVE lb Qci-cove, )�E�1 TEE L -1 . CORRECTION LTR#___3._® t 00 I CEIVL) cF;` :)F T Ur',rILA SEP 2 1 2012 PERMIT CENTER • Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: September 12, 2012 Project Name: Sarana Intl. Buddhist Center Address: 15241 51s` Ave S Permit #: D12-001 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1/1. As is noted on the application, an automatic fire sprinkler system is required for the building. Please submit a civil drawing which shows the installation of the fire line, double detector check valve assembly, fire department connection, and post indicating valve. r.t,t4 . P lz vc e Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971-8718. No further comments at this time. CORRECTION SEP z 1 2012 PERMIT CENTER • • Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Ce11: 206-571-8794 City of Tukwila September 21, 2012 Attn: Fire Prevention Bureau Subject: Building Sprinkler Information, Buddhist Temple Building Permit, New Temple Building, Sarana International Buddhist Center, 15241 51 st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) Dear Sir: Thank you for your thoughtful comment dated September 12, 2012 (copy attached). Archer Construction, Inc., a sprinkler installer, has prepared formal in -building sprinkler plans and specifications. These are being forwarded to you, electronically and in printed out plans (for the issuing plan set). Attached is the bid for the work, however the actual plans etc. should soon be delivered to you, if they have not already arrived. Questions relating to this work may be addressed directly to this office. Thank you again. Sincerely yours, Bruce S. MacVeigh, P.E. Civil Engineer buddhisttemple04/1208 CORRECTION LTR#_.� b o RECEIVED CITY OF TUKWILA SEP 2 1 2012 PERMIT CENTER Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: September 12, 2012 Project Name: Sarana Intl. Buddhist Center Address: 15241 515` Ave S Permit #: D12-001 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. s is noted on the application, an automatic fire sprinkler system is required for the building. lease submit a civil drawing which shows the installation of the fire line, double detector check valve assembly, fire department connection, and post indicating valve. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971-8718. No further comments at this time. Co ARCHcRY CONSTRUCTION, INC 7855 S. 206th Street a Kent, WA 98032 253.872.7222 • Fax 253.872.7277 ARCHEI-219•DR FIRE PROTECTION DIVISION To: Armando Leyva Attention: Email: ALeyva2100@aol.com Fax: BID DATE: PROJECT: SPECIFICATION: FIRE SPRINKLER QUOTATION September 18, 2012 Buddhist Temple, Tukwila WA PRICE: $21,263.00 . ADDENDUMS ACKNOWLEDGED: Archer Construction Is pleased to submit the folio Ing proposal for the fire sprinkler work on the above mentioned project. The proposal Includes the design, materials and Installation of a new fire sprinklers tem. All work performed is to be In accordance with NFPA 13. Archer Construction's work Is to start at flange above finished floor at riser location. The pr ing submitted Is for the Installation of a sprinkler system design provided by Archer Construction, all required electronic files (ACAD) required for the c inpietion of the fire sprinkler design are to be provided to Archer Construction at no additional expense. This proposal Is based on the site water supply having the ability to accommodate the demand of the fire sprinkler system. This price Includes the following! • Design — Dry system protection for the buildng. • All materials per NFPA and as selected by Archer Construction Inc. Materials are as follows; Black steel pipe (Sch. #10 mains and Sch. #10 and #40 branchlines) with welded, grooved and threaded fittings for the interior of the structure. .; Semi - recessed heads with chrome eschutcieons for areas with ceilings. • Labor 4 • Backflow preventer at riser location. • Fire Department Connection at riser location or face of building. • Permit fees and approval. This price excludes the following: • Any and all underground piping. • Excavation and bury for any and all underground piping. • Underground work for remote systems and/or remote fire department connections. • Cutting, patching and/or painting of structur • Painting and cleaning/preparation of fire sp nkler piping. • Weather proofing of exterior penetrations. • Domestic materials. • Galvanized materials. • Standpipes and/or hose valves. • Heat trace. • Water flow test fees. • Floor control valves. • Insurance requirements beyond the standards of NFPA 13. • Sprinkler protection of void space above cel ings. • Specialty systems (Clean agent systems, protection of kitchen hoods, exhaust ducts). • Fire pump and/or transfer switch. • Fire protection for the fueling station. • PE and/or FPE stamp. • Any and all electrical work such as but not limited to provision of breakers, power to pump, monitoring and/or alarm work. • Protection of exterior canopies. • Any fees associated with structural review. ' • Bid bond, cash set -aside and/ or personal guarantees. • WSST. This price is will remain In effect for thirty days, after which It will be subject to our review. Thank You, Archer Construction -400114 J ' Tierney ire Sprinkler DID -- 1 jtierney@archerconstructlon.com Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Ce11: 206-571-8794 City of Tukwila September 21, 2012 Attn: Planning Department Subject: Corrections/Revisions to Buddhist Temple Site Permit, New Temple Building, Sarana International Buddhist Center, 15241 51 st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) Dear Sir: Thank you for your thoughtful comments dated August 14, 2012. We have addressed those items as noted below and have used the paragraph numbers in your original comments for reference. We have attached a copy of the City comments. 1. The site circulation has been clarified on the general site plan to indicate those areas requiring one way traffic. Signage information has also been added to that drawing. 2. The only detail we have found needing addition to the engineering plan is the plan reference to the stepped retaining wall/rockery. The detail of this retaining wall/rockery is already shown on Sheet 2 of the plan set and the reference to it should have been noted on Sheet 1, which we have now done. Note that the site plan and the engineer plan are in the same permit plan set and serve similar and complimentary purposes. The work shown on the combined plans must be done fully to complete the project. 3. The irrigation plan did show irrigation lines to the west area and the middle planting area, however we have enhanced to lines and added to the call out flagging on the drawing to make this more clear. We have also added one very minor extension of a line in the southwest corner to cover plantings on both sides of the refuse container area. 4. We understand the question of needing an arborist to evaluate the work around larger tree(s) has been eliminated by the decision to remove the trees. Questions relating to this work may be addressed directly to this office. Thank you again. Sincerely yours, CORRECTION LTR# Bruce S. MacVeigh, P.E. Civil Engineer buddhisttemple03/1208 RECEIVED CITY OF TUKWILA SEP 2 1 2012 PERMIT CENTER 4 • • PLANNING DIVISION COMMENTS DATE: August 14, 2012 CONTACT: Armando Leyva RE: D12-001 (Correction Letter 3) ADDRESS: 15241 51st Ave S ZONING: LDR Planning has reviewed the above building permit and corrections are required prior to issuance: 1. The following condition was placed on the project as part of the design review application: "The main circulation area shall be designed to be one way (see attached site map). Prior to the issuance of the building permit, the applicant shall submit a map showing signage and pavement markers that clearly delineate the path of travel on the site for the.city's approval. At a minimum the plan shall include directional arrows, one way signs, and do not enter signs at appropriate locations on the site." Sheet A-1, provided for the building permit does not meet the above requirement. Update the plan to show the location and type of signage which will be used to direct traffic on the site. Provide details for each sign type }The civil plan is lacking some of the details located on sheet A-1. Update the civil plan to r''' �� �= two show ALL proposed retaining walls and ALL improvements. sr el o-. c. 3. Update the irrigation plan to include irrigation at the west property line and the large planting area in the middle of the parking area. A 4. Note X on the landscaping plan notes the arborist requirement that was placed on the project as part of the design review application. It is highly recommended that you provide this arborist report to the City in the near future. No construction will be permitted to commence until the report is provided, reviewed, and accepted by the City. c/14s A - G',4-LG - CDu 7C p_„4- up cLef247 01-)-7 Fr9A f7 R V C�IY _ EU LA- SEP 18 2012 . - PERMIT CENTER - -='r t-J( f4 VLJ �- - mo o}- - 19- l g 2dr 455-'1 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 13, 2012 Armando Leyva 25604 120 Place Kent, WA 98030 RE: Correction Letter #3 Development Permit Application Number D12-001 Sarana International Buddhist Center —15241 51 Av S Dear Mr. Leyva, 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 Building, Fire, and Planning Departments. At this time the Public Works has no comments. If you have questions regarding the attached comments, please contact the appropriate individual provided below. Building Department: Allen Johannessen at 206 433-7163 Fire Department: Alan Metzler at 206 971-8718 Planning Department: Brandon Miles at 206 431-3684 Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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, please contact me at (206) 431-3670. �k/0 er Mar all Technician encl File No. D12-001 W:\Perrnit Center\Correction Letters\2012\D12-001 Correction Letter #3.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: August 15, 2012 Project Name: Sarana Int'I Buddhist Center Permit #: D12-001 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The revised plan set General Notes and references do not specify current building codes. Other plan sheets notes refer to IRC codes. In addition there old outdated IRC tables shown on A-6. Remove all IRC notes and tables. This building shall be built under the current 2009 International Building codes which include 2009 IBC, IMC, UPC, WSEC, 2003 ANSI AND 2008 NEC. Revise all plan notes and tables to be consistent with the current 2009 International Building codes. Show current codes referenced on the cover sheet and revise other code references and tables throughout the plan set. 2. Since this is an engineered plan, all plan sheets shall be stamped and signed by the engineer and/or architect that provided those plan sheets. The design professional in charge providing plans and documents shall have their original stamp and signature on those documents. Provide engineered sheets with engineers stamp and signature. Architectural sheets shall also be provided with the architects stamp and signature as applicable. (see General Note at top of Review Memo's) 3. Door schedule shows door #1 with dead bolts. Refer to 2009 IBC Section 1008.9.3 and 1008.9.4 and show the type of locks that comply with current IBC and accessible barrier free codes. Show door #2 privacy lock in compliance with barrier free requirements. (IBC 1008.9.3, 1008.9.4 and ANSI 309.4) 4. Provide a note to post occupant load in a conspicuous location near the main entrances. (IBC 1004.3) 5. While revising notes remove the note 10 on sheet 3-A for smoke detectors since this is not a residential building. (In reference to item 1.) 6. Sheets 4A and 5A show slab on grade insulation beveled extending to the top of the slab. One acceptable option would be to provide a treated 2x2 at the floor level where insulation abuts up to under the 2x2. In either case the thermal break shall extend up the top of the slab. (2009 WSEC 502.1.4.8) Should there be questions concerning the above requirements, contact the Building Division at 206- 431-3670. No further comments at this time. Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: September 12, 2012 Project Name: Sarana Intl. Buddhist Center Address: 15241 51st Ave S Permit #: D12-001 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. As is noted on the application, an automatic fire sprinkler system is required for the building. Please submit a civil drawing which shows the installation of the fire line, double detector check valve assembly, fire department connection, and post indicating valve. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971-8718. No further comments at this time. PLANNING DIVISION COMMENTS DATE: August 14, 2012 CONTACT: Armando Leyva RE: D12-001 (Correction Letter 3) ADDRESS: 15241 51st Ave S ZONING: LDR Planning has reviewed the above building permit and corrections are required prior to issuance: 1. The following condition was placed on the project as part of the design review application: "The main circulation area shall be designed to be one way (see attached site map). Prior to the issuance of the building permit, the applicant shall submit a map showing signage and pavement markers that clearly delineate the path of travel on the site for the city's approval. At a minimum the plan shall include directional arrows, one way signs, and do not enter signs at appropriate locations on the site." Sheet A-1, provided for the building permit does not meet the above requirement. Update the plan to show the location and type of signage which will be used to direct traffic on the site. Provide details for each sign type 2. The civil plan is lacking some of the details located on sheet A-1. Update the civil plan to show ALL proposed retaining walls and ALL improvements. 3. Update the irrigation plan to include irrigation at the west property line and the large planting area in the middle of the parking area. 4. Note X on the landscaping plan notes the arborist requirement that was placed on the project as part of the design review application. It is highly recommended that you provide this arborist report to the City in the near future. No construction will be permitted to commence until the report is provided, reviewed, and accepted by the City. • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 22, 2012 Armando Leyva 25604 120 Place Kent, WA 98030 RE: Request for Application Extension Application Numbers D12-001 Sarana International Buddhist Center Dear Mr. Leyva, This letter is in response to your written request for extension to Permit Application Number D 12-001. The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila will extend the permit application expiration date an additional 90 days, through December 17, 2012. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, o4QQQ er Marshall t Technician File: Permit No. D12-001 W:\Permit Center\Extension Letters \Applications\2012\D12-001 Application Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 • • TO City of Tukwila Department of Community Development DATE August 15, 2012 ATTN: JENNIFER MARSHALL Permit Technician FROM Armando Leyva 25604 120th PI Kent, WA 98030 RE: Permit Application No. D12-001 SARANA INTERNATIONAL BUDDHIST CENTER 1524152 Ave So, Tukwila, WA Dear Jennifer: Regarding the Project No. D12-001 we are ready to continue the process for the building permit after we received the Design Review approval for our TEMPLE Proyect. CITY OF TUKVA A AUG 16 20121 PERMIT CENTER oik) th-bi-rkei „10\11_e) q-(F)- a•Pf. sae sti4k4 01/20/Z • • Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 June 26, 2012 City of Tukwila Fire Department Attn: Al Metzler, Fire Project Coordinator Subject: Response to Comments Dated June 8, 2012, New Temple Building, Sarana International Buddhist Center, 15241 51st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) Dear Mr. Metzler: The following two items provide information reference your latest comments (copy attached). 1. Per our previous coordination, the requirement for a new on -site fire hydrant has been removed. A copy of the letter from Battalion Chief Don Tomaso is attached. 2. The new temple building will be sprinklered. The shop drawings, calculations and associated detector and backflow prevention design are being prepared by a certified installation contractor and will be submitted to you when ready. All equipment will be inside the building. A separate design for the 4 inch sprinkler service from the street main has been prepared by this office and submitted to Water District #125 and the routing of the line from the street through the site to the temple building has been added to the site plans. Thank you for your assistance. Questions relating to this request may be made directly to this office. Bruce S. MacVeigh, P.E. Civil Engineer CORRE� ON � 1�, oo LTR# tukbudtemple03/1208 RECEIVED AUG 13 2012 PERMIT CENTER • • Building Design 8. Provide color elevations of the proposed Temple structure. 9. Provide a lighting plan for the parking lot to ensure that sufficient lighting is provided for evening activities. Also, show the location of any exterior lights located on the new Temple structure. Ensure that adequate shielding is provided on all lights so that light from the Temple site does not trespass onto adjacent residential uses. Parking 10. The Parking Decision (L11-026) issued by the Director on November 7, 2011 required that 41 parking stalls be located on the site prior to occupancy of the new Temple. The site plan provided only shows 40 parking stalls. An additional parking stall needs to be added. 11. Many of the parking stalls do not comply with the City's dimensional size requirements. The parking stalls that are 8.5 feet wide must be at least 19 feet in depth. Also, note that only 30% of the required parking stalls on the site are'permitted to be compact. The drive lanes also do not meet City standards, but the City will allow a reduction in the minimum lane width (provided Fire access is maintained) if the parking lot is designed to be one way. In order for this to be accomplished signage and arrows will.need to be installed to identify the path of travel. 12. It is unclear from the plans provided if the following condition from the Parking Decision is being complied with: "A physical barrier, approved by the City, shall be installed at the top of the ravine located at the south edge of the property. The physical barrier shall be installed within six months from final approval of the CUP by the Hearing Examiner. The purpose of this physical barrier is to prevent vechicles from going over the ravine. The physical barrier should include a design that would allow it to be seen at night and during poor weather conditions. " Update the site plan according and provide cross sections of the physical barrier. Fire Department 1. A fire hydrant shall be within 150 feet of the proposed new building. The Fire Department may be willing to waive this requirement. Please contact the City's Fire Department directly. Update your plans accordingly to show a new fire hydrant or provide sufficient documentation that the Fire Department has waived this requirement. 2. The access for the fire lane needs to be an approved surface. Paving as required by the CUP application will comply with this requirement. Building Division 1. Accessible parking and accessible building walkways extending from the parking lot need to be provided. The surfaces of the parking stalls and walkways must either by asphalt or concrete. 2. At least 60% of all entrances shall be accessible. Page 3 of 4 • • City of Tukwila Jim Haggerton, Mayor Fire Department Nicholas J. Olivas, Fire Chief June 5, 2012 Mr. Bruce MacVeigh 14245 59th Avenue South Tukwila, Washington 98168 Re: Sarana International Buddhist Center —15241 51st Avenue South Dear Mr. MacVeigh: I received your letter asking for a variance for installing a new hydrant for the new temple building at 15241 51st Avenue South. Since there is an existing hydrant 200 unobstructed feet from the building and the building is sprinklered, you will not be required to install a new on -site hydrant. If you have any questions, please contact me at 206-971-8723. Yours truly, Battalion Chief Don Tomaso Fire Marshal/Tukwila Fire Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 • • Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 June 28, 2012 City of Tukwila Public Works Department Attn: Dave McPherson, Project Coordinator Subject: ADDENDUM : Additional Information Reference Minor Site Retaining Walls, New Temple Building, Sarana International Buddhist Center, 15241 51 st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) Dear Mr. McPherson: This letter provides a few additional details to the letter dated June 26, 2012. It is based on final proposed grading of the parking area. The plan shows some locations where the wall sections are greater than 2 feet in height. At these locations the face to face distance for the wall sections is greater than the 5 feet mentioned previously, typically 7 to 9 feet. The height of the final wall section for the top section remains about 2 feet, with the additional height being made up in the lower rockery section. With this consideration, the concept of maintaining the walls outside of the 1:1 internal slope of vehicular loading is still valid. The construction of the higher than 4 foot rockery sections will be per usual City standards. Questions relating to this request may be made directly to this office. Bruce S. MacVeigh, P.E. Civil Engineer CORRECTION z ram "a 00 ( tukbudtemple05/1208 RECEIVED AUG 13 2012 PERMIT 9ENTER • • Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 June 26, 2012 City of Tukwila Public Works Department Attn: Dave McPherson, Project Coordinator Subject: Additional Information Reference Minor Site Retaining Walls, New Temple Building, Sarana International Buddhist Center, 15241 51 st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) Dear Mr. McPherson: Attached is the typical section of site retaining wall. This wall section applies to the east -west run of wall between the upper and lower parking areas. The wall actually consists of two steps. The upper step consists of an existing run of well placed concrete blocks, size 6" x 12". These blocks have a natural back batter due to the rear key at the bottom of each block. The wall is at present approximately 3.5 feet exposed height. An existing active parking/driveway area is immediately at the top of this section. These have been in place for several years with no settling or movement. The finished exposed height of the section would be 2 feet. A proposed lower step would consist of a standard minor rockery with an exposed height of 2 feet. Its face would be stepped 5 feet from the lower face of the block wall above. These walls would usually be considered unregulated except that they may receive vehicular surcharge from the area above the wall. Referring to the section drawing, the two 2 foot steps may be noted, with the 5 foot step offset. Now vehicular bearing loads are transmitted through solid homogenous soils downward at a slope of 45 degrees (or 1:1). As such, the wall sections will have no calculational soil loading except for their own minor backfill. Of note also is that at present vehicles may drive within about 1 foot from the top, and the new layout has the wheel Toads at worst, about 2 to 2.5 feet from the wall face. CORRECTION ts Do- 00 I RECEIVED AUG 13 2012 PERMIT 'ENTER • • Note that a 2:1 is a more usual theoretical slope design rule, however in this case, with the experience with the performance of the existing wall portion and the known dense and well graded fairly cohesive soils on the site, the 1:1 is acceptable for this particular application. Based on the above, the wall design, with the two stepped sections as noted above, is conservatively conceived and suitable for this use. Questions relating to this request may be made directly to this office. Bruce S. MacVeigh, P.E. Civil Engineer 4 I EXPIRES: 4/24//3 I 2 tukbudtemple04/1208 2 , •• 9 • • • a ease ' 1 1 9. Air61e • ST 1 • c Isan4 cr S 167 S:: 1•, 268F1j € ST. i ' jif IA ? 1 0 • cc �fnt�A: wto�sq[t ? Wit nag • VICINITY MAP .. : AtNN c4.460.f_.TYE). -a"Ca2. J5H . I20 C 1C QVEiq $xiirING ekas ieOcKs ! . rbaVE wiTnAce Ors Aavor% emu _5E1C'L"J9- ,4-ocALe its zoo •A dae.6 sxosit QZN. 4'6):W2'? OR.ATTD_ PIPE DRAW TO LDWeiLZ gCCAEOZY 4MA l(0100 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 08-01-2012 ARMANDO LEYVA 25604 120 PL KENT WA 98030 RE: Permit Application No. D12-001 SARANA INTERNATIONAL BUDDHIST CENTER 15241 51 AV S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 01/03/2012, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 09/18/2012. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or your request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. File: Permit File No. D12-001 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director June 18, 2012 Armando Leyva 25604 120 Place Kent, WA 98030 RE: Correction Letter #2 Development Permit Application Number D12-001 Sarana International Buddhist Center —15241 51 Av S Dear Mr. Leyva, 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 Building, Fire, Planning, and Public Works Departments. If you have questions regarding the attached comments, please contact the appropriate individual provided below. Building Department: Allen Johannessen at 206 433-7163 Fire Department: Alan Metzler at 206 971-8718 Planning Department: Brandon Miles at 206 431-3684 Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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, please contact me at (206) 431-3670. Sin erely, shall ician en File o. D12-00I W:\Permit Center\Correction Letters \2012\D12-001 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: June 15, 2012 Project Name: Sarana International Buddhist Center Permit # D12-001 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. The Building Department cannot do a plan review until this project has completed design review. Please resubmit at that time. Contact Brandon Miles in the Planning Department for questions regarding design review. Should there be questions concerning the above information please contact the Building Division at 206- 431-3670. Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: June 13, 2012 Project Name: Sarana Intl. Buddhist Center Address: 15241 51' Ave S Permit #: D12-001 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. Item #2 of previous correction memo (dated February 9, 2012) not addressed. The comment has been provided below for your reference: As is noted on the application, an automatic fire sprinkler system is required for the building. Please submit a civil drawing which shows the installation of the fire line, double detector check valve assembly, fire department connection and post indicating valve. Also include the new fire hydrant on the civil drawing. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971-8718. No further comments at this time. DATE: CONTACT: RE: ADDRESS: ZONING: PLANNING DIVISION COMMENTS June 12, 2012 Armando Leyva D12-001, Response to Correction #1 15241 51 st Ave South LDR The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. Design Review is still not approved for the proposed Temple structure. A correction letter for the design review application was mailed to the applicant on June 8, 2012. Note: The plans approved as part of the building permit application must match those that will be approved as part of the design review process. The applicant needs to ensure that the two applications are coordinated. • • Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Ce11: (206) 571-8794 June 1, 2012 Subject: Geotechnical Report for Soil Bearing Capacity, New Temple Building, Sarana International Buddhist Center, 15241 51st Avenue S., Tukwila, WA 98168 (PN: 222304-9019) This evaluation concerns the properties of the existing site soils for bearing capacity for the new building, and as an additional measure, the consideration of the soils pavement construction. The soils at depth from the surface down to approximately 5-6 feet are a dense sandy loam, or at some locations, a dense clayey till. All soils are undisturbed in the areas and depths considered for this construction. For the building, a soil bearing capacity of 2,000 PSF may be used. For pavement design, no special over -excavation with imported select fill is foreseen for this project. Questions relating to this report may be made directly to this office. Bruce S. MacVeigh, P.E. Civil Engineer EXPIRES: 4/24/ /.3 / CORRECTION tukbudgeo0l/1208 RECEIVED JUN 04 2012 PERMIT C NTER et3E arra CO To .41:PpLicAricui. PROJECT DATA OWNER: PROJECT ADORES& PARCEI. 4t: ZONING: SCOPE OF WORK OCCUPANCY GROUP: CONSTRUCTION 'TYPE. SET BACKS: FRONT:. SIDE : REAR: A-3 Va. 74.o' • CORRECTION =5,4RA NA Miraz NArtotJAL efiDOW/97: /5247 5I7. AWS. 22.23°4 -90143 GPI? ( coiveraticnoN OF A NEW OWE „srole'r aull.rwilo OVER. 40-0uNO SLAS wirri NIP RoOP. GE51aN Caw' wirkl PRE HANOPT: TRUSSES - 13011.1.7#44 WILL. eta U5g Foie A Z311017141r TEMPLE Win( A ROOF Fog ,012 PRAY6R. AND TWO AcCESSiaLE REOrgoco-i VENTILAnON w112.efa infre4oAreo re 7i6 LEC F0.ZCEAI, HEATINC ON 6/TE Witt REMAIN4964 AEST/I:GliCE Pox fl,E AeSAT AND pia Mon/ •C, Wirki ao Naar) •OF WoR.0 • u.co RECEIVED JUN 04 2012 PERMIT CENTER Citytf Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 06-01-2012 ARMANDO LEYVA 25604 120 PL KENT WA 98030 RE: Permit Application No. D12-001 SARANA INTERNATIONAL BUDDHIST CENTER 15241 51 AV S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 01/03/2012, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 07/01/2012. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or your request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, M/44 ifer Marshall it Technician File: Permit File No. D 12-001 6300 Southcenter Boulevard, Suite # 100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director April 4, 2012 Armando Leyva 25604 120 Place Kent, WA 98030 RE: Correction Letter #1 Development Permit Application Number D12-001 Sarana International Buddhist Center —15241 51 Av S Dear Mr. Leyva, 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 Building, Fire, Planning, and Public Works Departments. If you have questions regarding the attached comments, please contact the appropriate individual provided below. Building Department: Fire Department: Planning Department: Public Works Department: Allen Johannessen at 206 433-7163 Alan Metzler at 206 971-8718 Brandon Miles at 206 431-3684 David McPherson at 206 431-2448 Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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, please contact me at (206) 431-3670. Sincerely, Jen fifer M rsha 1 ician File No. D12-001 W:\Permit Center\Correction Letters\2012\D12-001 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: March 14, 2012 Project Name: Sarana Int'1 Buddhist Center Permit #: D12-001 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Since the beginning of this project the scope of work has changed from an addition to an existing building to a completely new constructed temple. However the scope of work has not been changed on the permit application with some notes on the plan cover sheet that are also inconsistent with the revised scope of work; which makes things very confusing for plan review and potentially those doing inspections in the field. Provide a revised cover sheet that clearly describes the actual scope of work. Remove notes that do not apply and provide notes that do. The scope of work shall also be changed on the permit application to keep records consistent. In addition, provide specific information for the work to remove the temple from the existing 1050 sq. ft. residence. If there is any construction work to the residence to make it a residence, a separate permit shall be required; may require a change of use permit from a A-3 to R-3. Please be specific. 2. Plans for the new temple do not show any provisions for ventilation and heating. Every occupied space shall be ventilated by natural or mechanical ventilation. Interior spaces intended for human occupancy shall be provided with active or passive space -heating systems capable of maintaining a minimum indoor temperature of 68°F (20°C) at a point 3 feet above the floor on the design heating day. Show type of heating and ventilation specifying the location for appliances in the building. Specify type of heat (gas or electric) on the permit application as well. Mechanical work shall require a separate mechanical permit. (IBC 1204.1, IMC 402 & 403) Should there be questions concerning the above requirements, contact the Building Division at 206- 431-3670. No further comments at this time. Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: February 9, 2012 Project Name: Sarana Intl. Buddhist Center Address: 15241 51m Ave S Permit #: D12-001 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. A fire hydrant is required to be within 150 ft. of the building. This distance is measured by vehicular travel. The closest existing fire hydrant exceeds the 150 ft. distance. A new fire hydrant must be installed within the required distance. (See attached drawing.) 2. As is noted on the application, an automatic fire sprinkler system is required for the building. Please submit a civil drawing which shows the installation of the fire line, double detector check valve assembly, fire department connection and post indicating valve. Also include the new fire hydrant on the civil drawing. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971-8718. No further comments at this time. DATE: CONTACT: RE: ADDRESS: ZONING: PLANNING DIVISION COMMENTS March 15, 2012 Armando Leyva D12-001, Correction Letter 1 15241 51 St Ave South LDR The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. Design review is required for the proposed structure and the design review must be approved prior to issuance of the building permit. It might -helpful to sit down and discuss these issues. Please contact me directly at (206) 431- 3684 or at Brandon. Miles(a�Tukwilawa.gov. • • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: April 3, 2012 PROJECT: Sarana Meditation Hall 15241 51 S` Ave. South TL no. 222304-9019 1' Review Comments PERMIT NO: D12-001 PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. David. McPherson cr,TukwilaWA.gov 1. Provide a completed Traffic Concurrency Certificate Application for this Building permit. Test Fee based on less than 5,000 s.f. gross floor area (Institutional) is $500.00 (see enclosed application). 2. A Transportation Impact Fee applies to this permit (see PW Bulletin A3 - enclosed). Transportation Impact Fee based on 1,440 s.f. gross floor area (for Commercial - Institutional) in Zone 3 is (1,440 s.f. x $0.70 per s.f. = $1,008.00); due at issuance of this Building Permit. 3. Provide Civil plans prepared by a Washington State Licensed Civil Engineer. See `Development Guidelines and Design and Construction Standards' and `Customer Assistance Bulletins' — available on City Web -Site. 4. Show and label existing and proposed contours on plan sheet. 5. Show spot elevations on plan sheet (top and bottom) at parking stalls and retaining walls — as applicable. 6. Provide cross -sections on plan sheet (North -South / East-West) within parking lot. 7. Provide parking lot pavement section on plan sheet. 8. Provide cut/fill quantities on plan sheet. 9. Provide Standard Construction Plan Notes on Civil plans, as applicable. 10. Provide a storm drainage report and storm drainage design per the 2009 King County Surface Water Manual. (Site is within Gilliam Creek Basin — West of Interstate 5. Level 2 — Conservation to Forested). 11. Provide an Erosion Prevention and Sediment Control plan sheet (see Public Works Bulletin C3 - enclosed). 12. Provide a Geotechnical Evaluation/Report for this project (see Public Works Bulletin B4 - enclosed). 13. Parking lot shall be paved with asphalt, concrete, or other similar material as approved by the Public Works Department. 14. Rockeries and/or retaining walls over four (4) feet high and/or surcharged, will require a separate Building Permit. Contact the Building Division, if applicable. A portion of the proposed retaining wall, may require a safety fence or rail. If required, provide a 4' high (min.) chain link fence in compliance with WSDOT standard plan sheet L-2, type 6 w/top rail or equivalent. 15. Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement as part of this Building Permit. Agreement will be recorded at King County, after Mayor signs the document. Public Works will prepare document for signature. 16. Show and label on plan sheet existing and proposed water service line(s) and water meter box(s). 17. Provide a Water Availability Certificate from Water Dist. 125. 18. Show and label on plan sheet existing and proposed sanitary sewer. 19. Provide a Sanitary Sewer Availability Certificate form Valley View Sewer Dist. 20. Show & label on plan sheet any proposed power and other utilities (gas, cable, telephone, etc.) as applicable. All utilities including power are required to be underground, per City of Tukwila ordinance. 21. Complete and provide Public Works fee estimate sheet for this Building permit. (See Public Works Bulletin A2 — Permit Fee Estimate Sheet — enclosed.) 22. Work within the 515t Ave. South Public right-of-way requires a Street Use permit as part of this Building permit. Bonding, insurance, and a Hold Harmless Agreement for work within the Public Right -of -Way is required. 23. Show and label existing easements on Civil plan sheet(s). City of Tukwila Department of Community Development February 8, 2012 Armando Iey va 25604 120 Place Kent, WA 98030 RE: Sarana Buddhis Tie D12-001 Dear Mr. Levva: Jim fiaggerton, Aioror Pac'e, 19ireCtOr On January 3, 2012 the City received a building permit application to construct a building at the Sarana Buddhist Temple at 15241 51 Avenue South. The application was subsequently deemed incomplete because the application did not reflect what was approved by the City as part of the Conditional Use Permit ("CUP"). On February, 3. 2012 you provided a response to the City's first incomplete notice. In your response you relocated the proposed structure to the proposed location of the future temple. The City understands that you now intend to construct the 'femple that was approved by the CUP application. 'Ihe city is happy to see the project move forward. During the CUP application the City noted that the construction of the Temple would require administrative design review approval. Before you move ahead with your building permit application you are advised that must obtain design review approval .first from the City. Included with this letter is a copy of the application for administrative design review approval, The City would like to assist the Temple in getting the new 'Temple structure constructed as quickly as possible. In order to do this it is imperative that you understand the review that went into this project as part of the CUP process and the special permission application. As the project moves through the development permit process there seems to be a disregard to all the work and review that went into the project during the CUP process. The CUP staff report clearly stated that design review was required for the new temple structure. .Being unfamiliar with the approved CUP and special permission application will only serve to delay the completion of the project and will likely increase the overall cost of the project. Enclosed with this letter are the staff reports and notice of decisions for the CUP application and the special permission application. You next step is to submit for administrative design review approval. If you have any quest' u ease call (206) 431-3684 or send an email to Brandon, es;kTukwilawa„gov. Si I ra dt J. 1 Senior Marine Files (D12-001, „:1 -025 and 1.11-026) 6300 Southeenter Boulevard, Suite #J00 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • city of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 7, 2012 Armando Leyva 25604 120 Place Kent, WA 98030 RE: Incomplete Letter #2 Development Permit Application D12-001 Sarana International Buddhist Center Dear Mr. Leyva, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on February 3, 2012 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206-433-7163 if you have questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431-3670. Sincerely, Bill Rambo Permit Technician Enclosures File: D12-001 W:\Permit Center\Incomplete Letters\2012\D12-001 Incomplete Ltr #2.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: February 7, 2012 Project Name: Sarana Int'l Buddhist Center Permit #: D12-001 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide plans that are originally signed and wet stamped by the design professional providing the architectural drawings and documents. 2. Identify occupancy type and include occupant calculations on the covers sheet for the Temple. 3. Please provide an egress plan for this building that clearly identifies all common paths of egress leading to the exit discharge. Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways and any related discharge components that lead to a public way. (IBC Section 1006) Should there be questions concerning the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director January 6, 2012 Armando Leyva 25604 120 Place Kent, WA 98030 RE: Incomplete Letter #1 Development Permit Application D12-001 Sarana International Buddhist Center Dear Mr. Leyva, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on January 3, 2012 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Planning Department: Brandon Miles at 206 431-3684 if you have questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431-3670. Sincerely, shall ician Enclosures File: D12-001 .),Azt W:\Permit Center\Incomplete Letters\2012\D12-001 Incomplete Ltr #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 DATE: CONTACT: RE: ADDRESS: ZONING: PLANNING DIVISION COMMENTS January 5, 2012 Armando Leyva D 12-001 15241 51 St Ave South LDR The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. The proposed application is inconsistent with the approved conditional use permit (CUP) application for the Buddhist Temple. The CUP application called for the existing buildings on the site to be converted to the Temple or a new Temple to be constructed to the north of the project site. The proposed building addition was never included in the CUP application. You will need to amend your CUP application to remove the proposed future temple. The additional square footage that is now being proposed was not considered as part of the parking determination. 2. Design review is required for the proposed structure. The design review application is attached. It might helpful to sit down and discuss these issues. Please contact me directly at (206) 431- 3684 or at Brandon. Milesa,Tukwilawa.gov. PERMIT COORD COPY: PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D12-001 PROJECT NAME DATE: 11/17/16 SARANA INTERNATIONAL BUDDHIST CENTER SITE ADDRESS: 15241 51 AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 X Revision # 2 after Permit Issued • DEPARTMENTS: Building Division ❑ Public Works ❑ Fire Prevention Structural CO— ift1i C l�--1`��O Planning Division 1111 Permit Coordinator 11 PRELIMINARY REVIEW: Not Applicable _ (no approval/review required) DATE: 11/22/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 12/20/16 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COP'f. • PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D12-001 DATE: 11/17/16 PROJECT NAME: SARANA INTERNATIONAL BUDDHIST CENTER SITE ADDRESS: 15241 51 AVE S Original Plan Submittal X Response to Correction Letter # 2 Revision # before Permit Issued Revision # 1 after Permit Issued DEPARTMENTS: ATBuilding ivision Public Works 11 n Fire Prevention Structural Planning Division Permit Coordinator n se PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 11/22/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 12/20/16 n Notation: REVIEWER'S INITIALS: DATE: Pertnil Ce#ster CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 IkRMIT COORD COPY • PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D12 001 DATE: J O/13/16 PROJECT NAME: SARANA INTERNATIONAL BUDDHIST CENTER SITE ADDRESS: 15241 51 AVE S Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 2 after Permit Issued DEPARTMENTS: Building Division n Public Works Fire Prevention Structural n C?L Coi ?- UI 71,9 Planning Division Permit Coordinator u PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 10/18/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 11/15/16 n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials DATE: 12/18/2013 PERMIT CHORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D12-001 DATE: 06/28/16 PROJECT NAME: SARANA INTERNATIONAL BUDDHIST CENTER SITE ADDRESS: 15241 51 AVE S Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: A3. Cow i-L4 Building Division nip Public Works Fire Prevention Structural Li, Ai' 7 t r' Planning Division Permit Coordinator IN PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 06/30/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 07/28/16 n Notation: REVIEWER'S INITIALS: DATE: Permit Center UseOnty CORRECTION LETTER MAILED: t Departments issued corrections: Bldg pe Fire Ping ❑ PW ❑ Staff Initials: 12/18/2013 ¶ERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D12-001 DATE: 04/15/16 PROJECT NAME: SURANA INTERNATIONAL BUDDHIST TEMPLE SITE ADDRESS: 15241 51ST AVE S Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: AT fit Building Division Pqr 4t21 Public Works Ill IA-tA A-P k 4cH (9 Fire Prevention Structural LPG- Cvwv R S Planning Division kl Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/14/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 05/12/16 Approved with Conditions Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 ETCO: DcOFY ' PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D12-001 DATE: 10-31-12 PROJECT NAME: SARANA INTERNATIONAL BUDDHIST CENTER SITE ADDRESS: 15241 53 AV S Original Plan Submittal X Response to Correction Letter # 2 X Revision # 1 After Permit Issued Response to Incomplete Letter # DEPART ublic Works lrA AA? \\-1-U U Fire Prevention Structural Planning t 11— H Division IP Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-01-12 Complete Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 11-29-12 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 • PLAN REVIEW/ PERMIT CO ING SLIP ACTIVITY NUMBER: D12-001 DATE: 10-23-12 PROJECT NAME: SARANA INTERNATIONAL BUDDHIST CENTER SITE ADDRESS: 15241 51 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 1 Before Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural PAM cl ❑ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-25-12 Complete Comments: Incomplete Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 11-22-12 Not Approved (attach comments) Permit Center. Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ►'A Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 • • PERK COt.I PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D12-001 DATE: 10-12-12 PROJECT NAME: SARANA INTERNATIONAL BUDDHIST CENTER SITE ADDRESS: 15241 51 AV S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 Before Permit Issued DEPARTMENTS: Building Division Public Works n Fire Prevention Structural ketthil E 0—i Planning Division 11, Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-18-12 Complete N- Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire ❑ Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions DUE DATE: 11-15-12 Not Approved (attach comments) .kr Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: D 1 lJ Departments issued corrections: Bldg 0 Fire ❑ PIng' PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 PPRAT COON COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D12-001 DATE: 09-21-12 PROJECT NAME: SARANA INTERNATIONAL BUDDHIST CENTER SITE ADDRESS: 15241 51 AV S Original Plan Submittal _ X Response to Correction Letter # 3 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS:1\1,Zp , J�/� w' Awc- ' 0+&- - Bui g Division1111 Public Works ❑ Fire Prevention Structural c Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 09-25-12 Not Applicable El Comments: Permit Center Use Only.. INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping ❑ PW 0 Staff Initials: LETTER OF COMPLETENESS MAILED: TUESITHURS ROUTING: Please Route t Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 10-23-12 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 litRAT CO COPY. PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D12-001 DATE: 08-13-12 PROJECT NAME: SARANA INTERNATIONAL BUDDHIST CENTER SITE ADDRESS: 15241 51 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPAR MENT ling iv ion �ublic orks er-kk `, IL- hAA ItArk:td. °$' 6L Prevention Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-14-12 Complete Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 1$ Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09-11-12 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ly Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire Ping PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 PEITcOIOPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D12-001 DATE: 06-04-12 PROJECT NAME: SARANA INTERNATIONAL BUDDHIST CENTER SITE ADDRESS: 15241 51 AV S Original Plan Submittal X Response to Correction Letter # 1 Revision # After Permit Issued Response to Incomplete Letter # diie o(e.(b-I t ire Prevention 1111 Structural a•ael\el wining Division Permit Coordinator 111 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 06-07-12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route1)(1Structural Review Required REVIEWER'S INITIALS: n No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07-05-12 Approved Approved with Conditions n Not Approved (attach comments) s Notation: �" REVIEWER'S INITIALS: DATE: Permit Center Use Only . CORRECTION LETTER MAILED: 00,174 Departments issued corrections: Bldg X Fire It Ping ] PW ❑ Staff Initials: 6 Documents/routing slip.doc 2-28-02 •PERMIT COORD COFP PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D12-001 DATE: 03/12/12 PROJECT NAME: SARANA INTERNATIONAL BUDDHIST CENTER SITE ADDRESS: 15241 51 AV S Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 2 Revision # after Permit Issued DEPARTMENTS; *B Ilding ivision b i AV" etI\Structural ate, e'b Fire Prevention i n Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 03/13/12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/10/12 Approved n Approved with Conditions U Not Approved (attach comments) ICI Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 64IOilI2 Departments issued corrections: Bldg Fire Ping PW] Staff Initials: Documents/routing slip.doc 02/29/12 • _ Yo PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D12-001 DATE: 02-03-12 PROJECT NAME: SARANA INT'L BUDDHIST CENTER SITE ADDRESS: 15241 51 AV S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued EPA TMEN S: 'Lid t u�din alvision Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 02-07-12 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: I LETTER OF COMPLETENESS_ MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW El Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03-06-12 Approved ❑ Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 ; PERMIT COORD CORN PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D12-001 DATE: 01/03/12 PROJECT NAME: SARANA INTERNTIONAL BUDDHIST CENTER SITE ADDRESS: 15241 51 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Public Works • a Fire Prevention Structural • AA, 064 01.0ii Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 01/05/12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Vi O P ►2i LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire D PIngityl PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/02/12 Approved Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 PROJECT NAME: SITE ADDRESS: IQ 140 51 /1/0 y 9AvAri'kt;I C++ddisr dr PERMIT NO: t ' 400 ORIGINAL ISSUE DATE: till. - REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF IN, I� LS Summary of evision: 1 n i h�' Th+ woo ohs • Received by �� REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITI LS 2 ►1-13-1 UNC--�-Gp I% Summary of Revision: -es 4-6 a r�-�rtp( tetA4S&Ort &ttvi_.5 Received by .; . v� .vG -rj (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: 7 please pnnt PROJECT NAME: te'Gvtekli' PERMIT NO: 1 b ()— OO / SITE ADDRESS: (S )1-t 1 S 1 A4.3 ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS i tO d —LL tvc_ 11 la- Summary of Revision. ;(3 - - r all ovi rp; A Received by: pal- (,41 A--'r'r, ' 990.4:" 9 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) 411 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be acceptedthrough the mail, fax, etc. Date: Plan ChecWPermit Number: D 12-001 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 RECEIVED CITY OF TUKWILA ® Revision # 1 after Permit is Issued NOV 17 2016 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER Project Name: Sarana International Buddhist Center Project Address: 15241 51 Ave S Contact Person: � �r5-0-0 {\-0-k)1 Phone Number: - 206 A 3 2 —0 2.1.7- Summary of Revision:-�j -e D Q.�n/ ,gy tt, (�l�c .S e�Q�:1A _ � - - e &- l 62�-i • 1 �!`i )� Pl` (� 7 6-0 I JE ri 1 k �IIL- ct-; n-U c c ( 0, Lw i l 4 6,..)9,1 to,e f,„41,t cut TeckVA4 044 /Loiret&tA co4. (2-(904 ru-t-ere ,„_ 0.,,NLI (�� (, . c . 5. G-- ems- R - 072 c �, e t fee(44. Q1- . o�i �-t,� . (i5. (4-Z G-� o� Sf � Sheet Number(s): C2_ "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Ej—Entered in TRAKiT on \applications\forms-applications on Iine\revision submittal Created: S-13-2004 Revised: City of Tukwila 111 • 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: IkI7—j( Plan Check/Permit Number: bia-ao/ ❑ Response to Incomplete Letter # I— Response to Correction Letter # 2 Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: ro i4,. r\ r^ IVA/44 /'A ( tV k'ci l L'•vi4 r Project Address: 1,c--M 1 `j I AVE" S /��, L Contact Person: ?OLWA U( �CAfl GAIVW 1tA Z7 Phone Number: 0�__73 Summary of Revision: j( S-ppoce4e op �' 1-r 'KjV- a t�J ",x 4, , Cco -quack tyu ct tits -blj—O —2 — Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 7.....) Received at the City of Tukwila Permit Center by: a- Entered in TRAKiT on W:\Permit Center\Templates\Forms\Revision Submittal Form. doc Revised: August 2015 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: /p — / 3 /-6 Plan Check/Permit Number: 2 - 11 Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 7, after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # .b/Z--©o Project Name: /7 - J E/LN4.% JQL)A-L )pZ/s/ Project Address: /S2¢1 Contact Person: ,%L P4/1/4/4/S/4040(4 Phone Number: zO( 8 /--zDA- Summary of Revision: , c,'i , o o /44A) Z v l �7 C4 7O,05 RECEIVED CITY OF T11 M' A PERMIT CENTER Sheet Number(s): L • / L— "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1R—Entered in TRAKiT on W:\Permit Center \ Templates \ Forms \Revision Submittal Form.doc Revised: August 2015 Summary of Revision: 2 I --3 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: 'v 74i Plan Check/Permit Number: ❑ Response to Incomplete Letter # 1pE- l esponse to Correction Letter # Revision # ! after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # r.; Project Name: �/ ��� ��Y`L v P�Du l S -f2- Project Address: (5. Z Q l 5'� Sy�l1�, 5.— 7 7 19/6r? Contact Person: /21/4/f /7/te a/�//i/ /7t' Phone Number: 2"C- 6 71 6 7?' C!L 2 Ft4 /l4tcJ Fc'o - /c cKr‘ V'4-e 2 l -4 t 6/Ai .sj �� S �os� G/ /2. 2 FA . «A,- 4 i! v ' h -7/ S'/ 7 E 1'LA 2 L,ipit_ S L. J7'g l/?,C2 /' A 7'6 D0--! 2'6,4 RECEIVED CI] Y OF TUKWILA JUN 2 8 2016 PERMIT CENTER Sheet Number(s): (/' 6 e, ``?-- 'is) "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: jYr-- Entered in TRAKiT on t-' — 12 W:\Permit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on Contact Person: 1/c'tic( /4 C / i Phone Number: Summary of Revision: 00 City of Tukwila 41b Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.2ov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: // /4,P/2 t/ Plan Check/Permit Number: // /Z - ocD/ L ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: 5—A)RA//,4 Z<i76/2A1/37/£- 4-)9t11157 -51'e Project Address: /72: / 57 ' 7'I1'/6,0_ 4e/A 'et 26 (--.57/— 879¢ .5k75 PL 'i$ (says /- 3) 4 C'cP/F.S 77241/4sPc, 7,4 z/040 /G'7, 61! 4 f,'», ,,J//te/G C0s7 Z-5-77Ae,97E 1 (70pI5.5 /er 77Z52 — 3 7 v /7-QL 4c, J&S RECEIVED CITY OF TUKWILA /, 741-Zt.4 7/6 c,.c APR 1 1 2016 PERMIT CENTER Sheet Number(s): �� s Sl F/= F 75 (-"' 3 (.44 L, "Cloud" or highlight all areas of revision including date of revision �w4161441 W:\Permit Center\Templates\Forms\Revision Submittal Form. doc Revised: August 2015 City* 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: 3i .G 7 / 2 - Plan Check/Permit Number: P/2 ` 6:7c2O (' ❑ Response to Incomplete Letter # Response to Correction Letter # Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 6-1,)////S 7_ Project Address: /5`2 4 ( .7 a-ve. 5: / 7 ,/z, ,,e/g E Contact Person: / 1 - Phone Number: 2e* — 2 - 8 3 ? 2- Summary of Revision: /- 3 /,o`er A , 151 C_ RECENeu CITY OF TUKw!u OCT 312O121 Sheet Number(s): "Cloud" or highlight all areas offevision including date of revision Received at the City of Tukwila Permit Center by: — Entered in Permits Plus on (-3( 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 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through Date ©C 7 f/ Z the mail, fax, etc. Plan Check/Permit Number: D 12-001 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 • Revision # 1 before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Sarana International Buddhist Center Project Address: 15241 51 Av S Contact Person:/4/e- lIf e1//_=/(/-' Phone Number: zdG— C7' 65 79 Summary of Revision: 3 �6,oi,�s O � /2?1402/ r 7 S %lb'J9 /G-o. _ .0 G .� /51 s'a/1/,oZ/.v 4' Sheet Number(s): RECEIVED Y OF 1't)M. Ant A "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: '):1— —Entered in Permits Plus on 1, 12 PERMIT CENTER \applications\forms-applications on Iine\revision submittal Created: 8-13-2004 Revised: Received at the City of Tukwila Permit Center by: Nr—Entered in Permits Plus on City0f 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: l z 0 e' 7 i( Z Plan ChecWPermit Number: ❑ Response to Incomplete Letter # Response to Co ct'on Letter # Revision # ermit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: S o0 Project Address: /5 z 4 ( �< 52; Contact Person: i /7! *K- 5 Phone Number: 2 C _ s 7/ ' 7 9 4- Summary of Revision: . e-f ce.- CITY OF TUKW4.A OCT 12 MI • 0ERMl7 CENTER /// /li�.�no- — Sheet Number(s): "Cloud" or highlight all areas of revision includin pof rev' ion 17? ,-, 41_ 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 Fax: 206-431-3665 Web site: http://www.citukwila.wa.us 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-J-I�-p-- Plan Check/Permit Number: D 12-001 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 3 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Sarana International Buddhist Center Project Address: 15241 51 Av S Contact Person: A/4/-14+ /--//D Phone Number: 2 .3 - l 5 ' l _�� Summary of Revision: ALL PL At^lACc_ R- 7 6 fr Ltd/ • RECEIVED IITV OF TUKWILA SEP 2120121 PfiliMIT CENTER Sheet Number(s): A - 1 U AC, ¥ L-I , L- 2 "Cloud" or highlight all areas of revision including date of r Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 61 ~y4 AND &n!6 , \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: City* 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, fa., etc. Date: 8 — /3 ❑ Response to Incomplete Letter # Response to Correction Letter # 2+ ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: t71 Z aJ / Project Name: 7E i pLe• Project Address: /.S2 4- / 5/ 57'. AVE 5 ' rvKa>/Cam.. Contact Person: .42MA1--/ Phone Number: ZS 3 — Y 6ef-Aj _ Summary of Revision: 1 ttr 4 `�E27S C 4 CC Dp/ 41J/Des/6,A.) jZ15//67cr - / /4 Gv if PzA i Gvf O," - (2,7.a/rr/A, 4 /1.,t%1 G 4777�`Z Z L, --Z / z�. S //Ol £ /7/107#� �/c' i ' Zia 7- 7 )2 RECEIVED OIV OF TUKWItA 'AUG 13 20121 PERMIT CENTER Sheet Number(s): .CALL . "Cloud" or highlight all areas of revision including date o revis Received at the City of Tukwila Permit Center by: [�-- Entered in Permits Plus on Or- I H:\Applications\Forms-Applications On Line\2010 Applications\7.2010 - Revision Submittal.doc Revised: May 2011 City of Tukwila Ili Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: htt://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. - 4-- Z1 Z Date:Plan Check/Permit Number: D 12-001 0 Response to Incomplete Letter # • Response to Correction Letter # I ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Sarana International Buddhist Center Project Address: 15241 51 Av S Contact Person: ,L��p-4,LL/VDc, Loy VA Phone Number: 25a "6S-3-681s• Summary of Revision: A-i v sirc PLAT/ a Occ9PEof wotz , serfutrat A- 3 e FL rZ. PLs4 N f/EA r riG CAM . 1JUN 01 2112 /?fir//S.Q S/Z <.�.4 — S 7 S PERMIT'— • E. a 61,-ne c' h' Z7/ - — 4 ef-A_ e Sheet Number(s): A -/ C4) > A-3 699, "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Irsr-Entered in Permits Plus on 1" \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: J' -7- /2 Plan Check/Permit Number: D 12-001 • Response to incomplete Letter # 2 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner crrrSLa MAR -12 2012 PERMITCENiER Project Name: Sarana International Buddhist Center Project Address: 15241 51 Av S Contact Person: AR/Ill/4 L6�i/4 Phone Number: 2.6 "6S3 -6e Summary of Revision: CA L G . CS12UGr `) c9CG1-7E-1 G7/ Sheet Number(s): /A— .lA -AA-SA. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Ce ter by: Entered in Permits Plus on ML� \applications\forms-applications on Tine\revision submittal Created: 8-13-2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: t7/. // 2- Plan Check/Permit Number: L% 1 —CV ❑ Response to Incomplete Letter # / ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: /?<\ C / f&-i,),L%7-/ )1-& ,eje) P.21a -- Project Address: /^rZ 4-7 / Sk74 A L S . Contact Person: l /A-/zAJ/ 1) TZ/v.K _ Phone Number: 2' .Y4 P / r Summary of Revision: et D6 % /j €/-ipt-�_ ,/ 7,4.i/E Z� /ZC-CL i7`�Z7 COY OF fi.3`t(ash.4 FEB 4 3.2011 PERMIT CENTER Sheet Number(s): 4 /t%•% 5 , "Cloud" or highlight all areas of revision including date o r vis i c Received at the City of Tukwila Permit Center by: Entered in Permits Plus on GI- H:Mpplic ticrosWmms-Applications On Liae\2010 Applatiom\7-2010 - Revision Submitod.doc Crated: 8-13-2004 Revised: 7-2010 Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): Grantor: Sarana International Buddhist Center, a Washington State non-profit corporation Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Along 515t Ave. South located adjacent to 15241 51st Ave. South. Abbreviated Work Description: Work within the City Right -of -Way for widening the driveway access and utilities. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right-of-way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right-of-way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this if day of g ,2012. Proper y • wner / Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that �a Iry f-t� 7l eo ?e .►�Ln Q«dG( is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the `Res / G� e/A- of Sarana International Buddhist Center, a Washington State non-profit corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated if (DA kite /1 We% Not ublic in an�or the State of Washington residing at / (,/ t ( (& My appointment expires 0570.9 /i DATED this GRANTEE: By: Print Name: Its: eiLL day of /\avei1er ,2012. CITY of TUKWILA Bob Giberson Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) On this day, before me personally appeared BOB GIBERSON to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. I, 40 a s v0�OT'4p i Name: NOTARY PUBLIC, in and for the State of Washington, residing at Ck+(( c31` G� My commission expires: q 4 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center/Building Division: 206-431-3670 Public Works Department: 206-433-0179 Planning Division: 206-431-3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: t::j;- W I • To be':connpletedbyapplicant Site address (attach map and legal description showing hydrant location and size of main): 15.041 S.1 s} Av-e_ . :Owner inforlYtation�; r , - , , .- .. ; . gen /ConteCt<PerSo6• ,. ; . ,fi��j ANames/iiQ/�/L✓�} Q /ALL�hlld J e fd Name: Address: C/ V raK� - 0 )9 a Address: Phone: 00 p rf R 3 99 Phone: This certificate is for the purposes of: ❑ esidential Building Permit [jICommercial/Industrial Building Permit grRezone Estimated number of service connections and water meter size(s): 0 Preliminary Plat ❑ Short Subdivision ❑ Other Vehicular distance from nearest hydrant to�Aclloossesi' ooinnttgf ruc ije:is ft. Area is served by (Water Utility District): ��� Owner/Agent Signatu Date Part.B To be completed liTwate utility di tract 1. The proposed project is within 2. o improvements required. . l Gt l<w i LA- (City/County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: /U/ 4 (Use separate sheet if more room is needed) CORRECTION LTR#� 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of . 3 600 gpm at 20 psi residual for a duration of 2 hours at a velocity of / o fps as documented by the attached calculations. 5. Water availability: ET -Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. ❑ System is not capable of providing service to this project.X-CO RECEIVED JUN 04 2012 PERMIT ,CENTER I hereby certify that the above information is true and correct. Co . lv 41 EI f) s`rR i cr41 Z6 Agency/Rhone 2.0Co-2q2.-954(7 By . This certificate is not valid without Water District #125's attachment "Attachment to Certificate of Water Availablity" \applications\water availability (7-2003) Printed: 9-16-03 4/-23 - 12- Date FxPiR�S C•� 23-/3) entitled Attachment to Certificate of Water Availability King County Water District No. 125 The following terms and conditions apply to the attached Certificate of Availability ("Certificate") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the. City of Tukwila ("City"). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. Applicant's Signature District Representative /lt Date r Date - Z3 - / 2 "M'Q EM TOWARD ABM' [RONMEWr' SEWER DISTRICT 14816 Militari' Road South P.O. Box 6 Tukwila, WA 98168 Phone: (206) 242-3236 Fax: (206) 242-1527 CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY Residential: $50 Commercial: $100 gl Certificate of Sewer Availability OR ❑ Certificate of Sewer Non -Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: 0 Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: ❑ Residential Single Family ❑ Residential Multi -Family 0 Commercial U Other Applicants Name: SGr4-te0 Z.4-I Budd ks-f fei Phone: 2e,,6 —27? — P3 79' Property Address or Approximate Locatior); Tax Lot Number: 15-2 't I ri° /Lc_ S Tukwr t4 I rIP B' 22 2 30 9 — qv/ 7 Legal Description(Attach Map and Legal Description if necessary): Part B: (To Be Completed by Sewer Agency) 1. cil a. Sewer Service will be provided by side sewer connection only to an existing 4 ,tr.size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) the construction of a collection system on the site; and/or U (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. 10 a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due,prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) Either a King County/Metro Capacity Charge, a SWSSD, or Midway Sewer District Connection Charge may be due upon connection to sewers. b. Easements: ❑ Required ❑ May be Required RECEIVEC c. Other: C-lice e ,j be do(c4,- viii h.el JUN 04 2012 661.414ECTIONI PERMIT CENTER b ix...00 1 Ltfit# I hereby certi y that the above sewer agency information is true. This certification shall be valid for one year from the daftof signa re. Title Date ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ("District") Certificate of Sewer Availability/Non-Availability ("Certificate"). 1. This Certificate is valid only for the real property referenced herein ("Property"), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate ofSewerAvailability/NonAvailability and this Attachment, and fully understand the terms and conditions herein. Applicant's Signature Date Parcel Number 2223049019 Site Address 15241 51 ST AVE S Zip code 98188 Taxpayer PANGNANANDA POLWATTE The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County." f o././7- (1 fi 1 Parcel Ma (m 1N,,�� i yy�yyi0 ` Nl"9'Vg_O A i yp,� 11 N O II Otr I _ 4 A . 1 cr.6R Etotpp C�N' q 1OQ al g �N N Li E 51S[ VE-S N N v J O - I pppN �v - � 1} �] C fi -, V '� ',I it , I,�y _ i vV C]', W ,4 .i O QN (Q �'y 14 .�. ..a w 1, ua IN 1� A\ i� �f ... � L N a.� ! S3jy N41 � CITY OF TUKWILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplan@ci:tukwila.wa.us Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: : ( - 2O STATE OF WASHINGTON) ) ss. COUNTY OF KING FOLwz7%6 7: PA/M A/A/t/A/4 . , states as follows: [please print name] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3 I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number l ( , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. Owner Owner's ent* Signed and sworn to before me this /3 day of ! `K�ve-eI'- , 201 �. OTARY PUBLIC in and for the State of Washington Residing at Name as commissioned: My commission expires: , County// e (,kr / e 1%s--,99-// 18.27.090 Exemptions. The regi•ion provisions of this chapter do not apply to:. 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this> chapter or otherwise. The exemption prescribed iri this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; ii. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An oJWner* who,pel forms maintenance, repair,, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or ' manufacturer; 18. An entity who holds valid electncaTcontractor's license under chapter 19 28 RCW;tt at employs a certified journeyman electrician; afled residential specialty electrician, or an electrical tcertiainee'meeting the requirements of chapter i9,28 RCW to perform plumbing work that is incidentally,',directly, and immediately appropriate to the like -in -kind replacement of alhousehold appliance or other small' household utilization;equipment that requires limited electricipower,and'limited waste and/or water connections A electrical Arainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. • tI\ ki," • , Slit vltlttt International symbol a. to ccess, �' •Accessible below international symbol at staffs. •fritem 8 • Walkway stripes painted on surface to- discourage parking Vertical clearance for vans Ia 98" min. 1 —111 ice t .. it Lc --=a=- 1 18=varn Sterasltnd s'.tr. Fop BAR AND •2a537" . CAP £2$' W at. 0.2' S OF L I j LEQENQ. • ITI ND 1'fl*47: CA -SE • • AWDG4P O ____ F-JND ' .4.n/Pc4P. p F',t,IER *METER Rs' f11 UJfl' Fax $ v.avrtuft METEA ._.__ CA1'GH 0.46114 SJ?J - _.._. efoi.M P/A1 N 1'44NNGL.E sANJTAgY.WEIZ MANWOZZ • 00, ..... _.. 1 i YDgie r WATER 144LWW pt! 7V.L.EPijPNN OVERHEAD CA r6. ,4tl.IL1nUC •PaNck FENGi . . .__... CON CZE'TE wAL... (aleirQ), stiRsActE CONC.RETS 8t14PACS. ::•. CRAVOL. SOO'AC,B PA C 'ILZ1O(16 Jr•0" min►. Van space r sea SURVEY Pf MAPPING, INC. 1011E 214TH AVENUE NI'r�. REDMOND, WA IMIOSS PHONE' 426.268A412 BASIS OF BEARINGS 1 PRTY caReea • ..,•.... ,..•••••• ,•,..• ••• •...,._ 3. • ACCEPTED A BEARING OF NQt'84'SVE ALONG THE EAST LINE OF SECTION 22 8ASf:D ON FOUND MONUMENTS PER SURVEY FOR SOUND 7RAN8tTuoH P RAIL EY LIN & ASSOCIATES AS RECORDED UNDER ma COUNTY REOgRaNG4fOttX0211800CO2 VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON FROM INFORMATION PROVIDED BY txry OF SEATTLE SUSURVEY CONTRCLDATABASE. • PONT ID NO.93V•613, TtfE POJIMT ISA BRASS NAIL. IN F S 1CONCRETEt f�MACADAM ROADAND 51SONUMENT � AVENUEERSECTIONS O SOUTH. •ELEVA1iaN 160.180 FEET(4A..1123 METERS) NAND 20' CONTOUR INTERVAL. •-THE EXPE= VERTICAL ACCURACY IS EQUAL TO 1/2TTHE CONTOUR INTERVAL OR RWS f 0.0NUS 1.0' MINIS PROJECT. • 1 5ITEPLA?4 " 5Ct[LE J e 20 �; i 15247 51. AVENUE a: -f UKW#LA WA. 98188 Iamb D•E'S'tQN. J EWO. . 1•.13"E PLANNING APPROVED • No changes :qan be madeto these plans without approval from the Planning Division of DCD Approved By: C Date: k) -'-1— ‘ to 10 SCR EASEMENT PER AF y 008041600075 r. -7.4'.XC.2'CONCRETE .FOR � tT ON'iCEM• BLVD' "I "TREE ROAD) FOUND 2' BRASS pl c W/ t uwc trt commit IN CASE DOWN 0.6' tt • • • z igiq§ is 1 1 • 1 SEPARATE PERMIT REQUIRED FOR: [�2ecttar!' tk1'Etectrica1 tas CityofTukwila BUILDING DIVISION •FOUND •PLC NAIL w/ ILLEGIBLE WASHER No chartes'sh3ti be made to the she of vi rlc th ut prior approval of okwi1a 4uilding Division. NOTE: Revyipions will require a new plan submittal and may in;;ude - •ditionai plant review fees. :$` • 129.67 Fit I. •,*s . ti' • 1 i er M ._- •. • • •.. • • • :• a••. • _• :• •...: • " . ...,, -.. .• • v--••••.-` tPermit mo.Q«- OO Plan ravi iw:Ipr,,revR1 is subject to errors and orr?iasions. Approval of consi,•ucjion documents doss not auihori23 the violation of any adopted code or ordinance. Recf,.t of approved Field Copy and conditions is acknowied;�d: By: Date: ,l 1 .I . I • FOUND REBAR •Ate . . ~1942rw . CAP fige Alga r-• • REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2016 A- 1 i✓ity of Tukwila. BUILDING DIVISION .q. "'•••-M.•..�. PROJECT IWA -2a4g4PIA hivtragivArldt`'4L gv h4/81 ADDi S : • .15247. Sias ' AV' isS • •PARL #: ZONING • SCOPE OF WORK: OCCUPANCY. GROUP: CONSTRUCTION 1 S PE 22.204. '90/43 LPA. rRL/Gr7©N OF A NIA/.©NE •87CJF -- Syx1,/ SUM PFc'e.-HANUF.? 't 95. -. OP'RGL F NOS/GM 7d OS 054 F iz avc i10r r914P . ET SACKS: .FRONi T - .74' a' SIDE •w:. it (Zoe REAR :. S. t. s ' .FLOOR MO 144 .F.192"›.":'• • 5a046 W.Pr. LOT COVERAGE 4.' o 9 % 'LEG,. t3F',, ' 1ONV: f• , • • THAT 1' RTION OF THE'SOUTH HALF OF THE NORTH HALF 'OPINE NORTHEAET OURRTEF OF TICIE SOUTh{EASTQUARTER OF SECTION 22.TOWNSHIP23 NORM. RANGE 4 EAST. W M.. IN Ia 3 COMM WASNHGTON. LYING NORTHERLY OF THE RIGHT ;FM/AY/ME OF • THE RENTON THREE TREE Pow ROAD AND EASTERLY OF THE *Q!.OWINd DE$cRf8ED LINE BEIMInitlG AT THE EAST OUARTER'CORNER OF SAID ACTION 22 THENCE NORTH 88'ti"W' wes1'ALONQTME F.AST.WEST t UfERUNE OF SAID SECTION, INSTANCE OF 505+0PEET: . - I. THENCE SOUTH 0 B' WIESTSSR3~3FEE ` . IS . TH .NCE SOUTH-88`t$Or EAST 24840 FEET.TO ME TRUE POINT OF $Er,1NNING OF SAID t OF ISED LINE: •.'HENCE SOUTTH2`50' 9/EST2GI V0 FEET,MORE OR LESS TO THE NORTH LUNE`O SAID N THREE TREE ROAD •eXcEPTMAT PORTION LYING ViiiiiiN %1ST AVENUE SOUTH. VICINITY MAP CORRECTION LTR# 1 �}e REVISIOK NOil • RECEIVED CITY OF TUKWILA NOV 17 2016 PERMIT CENTER a-.e.�� 4 .4I f'7 `r l 0. • J. - • City of Tukwila BUILDING DIVISION • I3k .�• NO. .•r..�— ✓wawa ........•.,r--� .. .. - ... �. wawa. .....4"""...— •......:...►. �L• •...........w• .0 a..-,.► ^� .0...wawa-w`,... Ye'.r,.•..,/ • ..r ..+ 6"+..""'..+ .I wawa. — ..' ,✓ . 40^ .a... wawa.. ,.-wawa '- .,.. is ".`�• -..e• wawa. ..ice :-. y,,. ./'. .---'�•�..-.. -- _ � ,,,..ram "'...'. ,wawa --- C,I,, . fAu ; vow. Imo +•"k .wart ...•+r w+. 'fir �, ,,,�,, ....r�� . "�'++• a.. ems. a.4••a.0► .+.......' ,,,.....�.. wawa.. ,+w. -a.rn. •�'"iWNW yr• Nom- Pr-foF UfilFT PRt- Ltnl€'1 w wawa..• tirr Ter' ..a► ..r......' 501T t• (J1oJ �„kat)) ... ,+.+.11.. ...+,w. r,., tOk 4, 1' 16. v /69 .�,�' Ly o„ V 420� G ` L � 3' �t6c 1 �tffr wawa ..".. • rm.. "+ ., wawa. wawa _wawa ../'► '•"`-+u....,.... war y... +r'�'� moo Legeilu • ""'"•"" - ' ;Equipment , r CA•TAI.4 gm -fop?. . t7 - rr r61, '' ISO - • • N:U M4 POO rCprur TeAVP0 tile.1-r- 1,0. I�' • ••1.'U • 0 o • • •lau - i 4 . .5 t ` 4 L/IZ © ( 4o)/44 ,, x I•w • AI,/• 2v r1z.tto- �+tut41:ivy. ar tWitY - " --- W! W ID V • 1,00 if - wx,:{�'�'� 5� E-4..,IO• e/ • l.00u .y y6� {.} V • tco.0,1V1 1 ci.writ314, MAI4LIAL- PRNI4 VAIN '17 h 0,10 . tR1 pkia tip,.QUiGtc. CJpf.t1Y1 VAA/1 w/raoI t mei leor____ go , Lac. & 0-TA-nod L ,Ia t , . ,a ?e;;L,.N.2.... , (2 IZ..tift.n PP O) t'vF • hOott - Z.1-crIzi6 alstricoLvALvE. Mini • I'JIX245XIpi' goa. Arm - F•t. eos ye/ t"it3 . 1St lfl}•"I'x le ! 1 Genille L VAL41-1444U I. MAIN. vo.419. 0 --".. 4v1 r, -. }7/G mA.4 N Ut,10., �11Z-, ? hlit,►- . c L. 2f?c Ld- 1'', H ° imAtf +cot.. v.11 , U wf f rT A' CYMI , • . I- 3 UP 5t444., pit©'vir A5'", Project pt+es:. [EXPIRES:. +4/24/(• . 1 e ,78 /'f6 1. Irrigation engineering plan based on 5/8" x-3/4" water• meter with 82.0 lbs. psi static water pressure, installer to verify prior to installation. 2. All equipment to be installed per State Codes and the City of Tukwila specifications. Installer to be responsible for required permits. 3. Ail underground utilities will be located prior to any site excavation. Call 1.-800--424-5555. 4. The installer shall be responsible for keeping the exact installation records for the creation of the "As -built" drawing. 5. Provide 18" minimum cover for the mains line and wiring and 12" for all lateral piping. 6. -Rock free materials shall be used to baekfill all trenches and the bedding of piping. All piping shall be compacted, 85% density for landscaping, 95% for sleeving. 7. Splice's of control wires shall be within valve boxes only, - using 3M-DBY electrical -splice kits. Provide a 24' expansion loop for all wiring inside each valve box. All spare yellow wires shall be visible inside each control valve box. Do not splice the signal wire between the controller & valves. 8. All valve boxes shall be square and flush with the finish grade, 9. From A controller draw two spare yellow wires, to Al. From B controller draw to -boxes B1, B2 & B4. • 10. Install•manual drainu at low points on main line, with all locationss-recorded on As -Built PIen. 11, All equipment to be installed as per details and installation . specifications. - REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2016 City of Tukwila BUILDING DIVISION valve box PICK COT. CCUt31.1all5C OLvE- Point Of Connection Detail 41411 bad +. tie s eau.. au vAale;:— '' g 13 z4C4.L �UUro zf Dtze.Kf4 Backflow Assembly Detail tor- Prec r iffizedzeo 1431 qtt givo iNpf Sprinkler Swing Joint Detail REVISION cou II V ooree.a. cuts Automatic Controller Detail Remote Contr91 Valve Detail RECEIVED CITY OF TUKWILA NOV 17 2016 PERMIT CENTER - • t3 MI • 1 .... ..+ ..• •y".• • - • r •.- .• .• ra t • - . ♦ • ••. • .! •• • .• .L'•.•S„ • ••• t••• �tr. r s f. Y •r ♦• ••••� +r 4 •,,Iy • "«• by w • ♦ .• : ♦ Z - ••a,s z • • r•1,► •�• y1'•. •i,,•'.y w •;.• •••• •♦' ,• • • • •.•1 • • + •�•.w•'• • • • •♦ •+� r• / r �. �...,�� w • t'; t t.! ♦ f+.+ • : ♦• i * t 1 ♦ � .• t•- ' w .. y. .� • •.,:04 •s. t . •�•.' ate • i • :'••'ya•• 0 • 1. • ♦ •,. _" a •� . ;• *4.:te • • r." •-• ;.,.!,.d ♦••• ••i s?» . •'`•;::::.11::: :::•..:•...:•4*.•4::;^: 1,*.• * •• .:. ••.iLO •••4. 3 1?......*;':: i A`^ •• ,,•err ♦•� •. ... ♦ • • : •� t•..' • w ••••':•-.i. �• • ♦ • J • •f '� •+ • •• • 1 •N • r •'' •• % *. 2: :;•• T i� �• /�� �• „m„'f1-:�,.,y... r�! .^"�iR��,'•, "i�''t' ti ice ��r• t .3‘ • s•tgi":.emsr+i:�• •w 'Ill .../ : •• . •+f•�•7 ..,9w•.�r!•l•- _7R • •• �'! �I • t•~i�'ef• •r y•• . ... 4l•t..►. • : yt,tii' -' S ...l�a4-I.:: •at*s .• •,•fI • .��•�•�J • ` • •a • r • L.AY DI5CAPE {:2tom. Wores. INTEF'./oRPA121CJIN O RRGitl1REME NrsS.7 .FT. Fl5TAL4=&SAP'g°Ic }. PLANT aNE.1 EE Fogg El) rAt..4. ; dTRE I5 tgE00• •(( t'RC)viD50). PERIMETER LANDSCAPE geol.JigemaNro d 'TYPE .I . A• ��o/�R�i�x• ppm+�ei.� yyO��• '4iettr RP& UNE • • .%Z_I •••urr •per lir MOW MO mot TO SIP 3. UAW 111190RADE AT 15" MOOCRAM rr ETV 3. ADO fA OF TOPSOIL MC MOM. MO IRDIOSTIP 4. LATER. N+a. I Wo 24' • • .• COUPACREO NAM • ' 77 0A1 14: of. SOUTHCENTER BLVD. (RENTON THREE-. E ROAD) • • • • • • • •. • • • • • a,NC. COL. toe 1.401.47* erbr • • • i Tia 49eA TQ "� : r 18.4ma topaAwpcok • - i • • ♦ • • • . •• • `•• •_ •,,• •• - • ' •• • •• • • •••••••.:• • • • • • • •• , •. •• • • •• • • ••. . ,.: ••.• • •. •.- •. •• '•- • • o'•.• • . - • • .• • 4 ▪ • • • • •. • •• •r• 4 ♦• tI• �.• • •• • • ••- 4• + • • -•• • • • 1 rn i, • •"1 • 1 • =1 C'EA. 1,s-Fo •D"4"C©r1'•AND 77L2.!I p =Pitt grog. GUYING APARA1 US . I• REINFORCED RUBBER 12 GA. GALV•WIRE .2X2 DOUGLAS FIR STAKE 3' DEPTH BARK MULCH 2►.awAy rl-f71 • PULL BURLAP OFF TOP 2/3• OF RCOIBALLICCE7744714 WO( W11200 Dadt7rt Fy RTP41r Off c TAmfge 90014g. ••,. TREE DETAIL -PTH BARIK MULCH 3"AWAY 024117 ?IJti Q•" WATERING BASIN SURROUNDING PLANT • • r • 1r, E4oY vW! 1IA FRowi OFRLk1TFAALL' &IPSO RE5 4•TwJNE59 fG,r��RI}}P��I Yll ramr+ aTe'AL``L--. !! ( c.•o-tAi Ng-f.[gowl�[. • AHEND.Wfige AgE'A sapag - "4aT 4PD 4'`4,CQMI°ogrAN♦a 1Nra DEPTH aFAT =1 lea• SET ROOTBAU. ON MOUND OF ACTED PLANTING BA.I.MIX . A•. r• •dle F. • • rjnr•.w• .••. p..•Ot!•••'*• . , • • • . •` LANT SHRUB THAN DEPTH GROWN AT NURSERY.. *FER7IUZE ALL. PLANTS WITH . APPROVED STARTER' PERTIUZER APPUED AT IVIANUFACTU ER'S. SUGGESTED RAMS. . •• SHRUB DETAIL • ' L•A P*r NOi ES 1. mum DIG BEFORE LOCA'f la, i.ITIUII'IES. 2. SUSGRADES, INCLUDING BERMS. TD WITHIN 4/1 CT" FOOT PROVIDED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. G. SUBGRADE SHALT. BE SCARIFED OR ROTOTILLED IF COMMONS REQUIRE. 4. APPLY 6" DEPTH TYPICAL 3-WAY MDC Tom. IN ALL PLANTING AREAS OR AS OTHERWISE NOTED. . 5. APPLYDEPTH 2" FINE GRADE BARK MULCH IN ALL PL4 TTJNGAREAS. MULCH TO GE FREE OF WEEDSEED, SAWDUST, RESIN OR TANNIN AND SHALL NUT CONTAIN ANY COMPUNDS DETR• dMEENNT'AL 7D}�wPLA�} BRINGING Cf �/� { �.� ■�wf�.� 8. CONTRACTOR IS RESPONSIBLE ONSIBLE ♦ OR BR.NG• ANY P� SUBSII •'U� OR •UNF'EIV FIB.D CONDITIONS•TD THE -ATTENTION OF THE LANDSCAPE ARCHITECT. - 7. E srAPE.ARCHITECT MAY ADJUST PLANT QUANTITIES OR VAS BASED ON AVAILABILITY OR FIELD fib. 8. AILPLANTMATERAL SHALL BE DISEASE FREE AND ARRRVE'IN A VIGOROUS GROWING copornat 9. ALL. i - LA • MATERIAL SHALL: CONFORM 70 USA STANDARD FOR NURSERY STOCK -LATESrEDTTION, 10 SFECFIED PLANT SPACING IN PLANT LSD SUPERCEDES SYMBOLS SHOWN ON PLANS. 11 .ALLIFTEE PITS SHALL BE INSPECTED TO INSURE PROPER DRAINAGE. 12.PQSIi1VE DRAB SHALL BE MAIIITTANE1 1MOUND PLATING AREAS A MINIMUM OF 12* U!NIESS OTIERRIVISE wire). iiCONTRACTOR AG TO WARRANTY AND MAINTAIN ALL PLANT MATERIAL FOR ONE. FULL 9RWOING SEASON PAST. INSTALLATION AND SHALL REPLACE DEAD PLANT MATERIAL WITHIN THAT WARRANTY/MAINTENANCE PERIOD WJTI-I NO OBLIGATION TOTME OWNER. . • I 4.STMET TREES SHALL HAVE UNIFORM BRANS HEIGHT OF _5 lh" MIMMUM ABOVE GRADE OR NOTED. . 15.STREt TIES NEAREST INTERSECTONS SHALL BE A MINIMUM OF 11' FROM ANY SIGNAGE.1 . 1 S•SMEET LOCATIONS ARE APPR.OAMATE AND SHOULD BE ADJUSTED PER b I titrk t UGHTAND!AMY LOCATIONS. 17.ALLTREES SHALL BE DOUBLE STAKED AS SHOWN ON THE LJETAtLS STAKES TO BE REMDVED AFTER ONE FULL. GROWING SEASON. Tim THAT HAVE QED WITHIN THE ©NE YEAR WARRANTOMNIENANCE PERIOD SHALL BE REPLACED AND RE -STAKED PER iI•IE DETAII. - .1 B.LANDC#PE C 0NTRACT0R SHALL MAINTAIN SITE UNTLANAL INSPECTION AND • CY? • 7/ PICA tot • Pr.,klEsrat-ter Ca4.AcicA d"GLbg4 01 Lam'.5 riI AB/E* PROCaxA. AtozbLE Pita COIN. Z•C#L. 6 4°•7/Jr 114TG#1 , wE4 ,1i$ N ? .AlibtVE. 4 Ewe. tlatei`CAL. 43'-71 Nr rot m oat?. WELL. ergotwa-lez,,� ' DECiDt1G'•s Accewr rzR EE♦ PFvctis RIERAMArA iGyistiZAN MUL7'1-Sri, MINA) w4N:AN cgs eY Trn/4IKv.8 -iO kir watt.. .5/P.4Hu ova V, -a,ia_pun -serememmi.60 TEuI1t1c5; awe fro: wEt"- F►I~ AAA ABoVe't ; 8 EA- a. mil. eCAL.. .tog.t4ri .Tl sTa2l 12` t4'i-17:114TVNED,W 1 t NcN*O A, Ye 4: too s. P4u4ri-. T+ re Vila@ feCA .. TRt)NG I , 4 -7 t wELl. f sic j4H©.'B0Ve 5A o►4wcc v AC9lri Rvzo:urt RED 101AP1.E KACNOL A • 4TELt,ATA Lot gc 1M it S1 'aVa :3, 4t1ELLLA "' .'l 2!Na :►gyp- ya,cl' CAt 14.f4. * • • Eir'+GrtL/D+ie. Dg +/ osaA :l/f' }glp Pew/ R OP DDNDQ M'1 At4PALu :N.YINCI ?, • FlgpDar.../.1401ZUI4 G g' R1v M1siz' . • $t 4tz. 6 tl21/83 . •••114••••••••.r.. rorta• 24=,0"m%PfX.4i 1=Y • eiso P/PLAN - ff' : AN. PfPt.A .MiI="s1rPua.SltY 8sk8 LAC' . Wr. gpalt4IWG P/N. • * V•44C/IN IAIM •C• VA74M E1I; RQ112E.EN NtuCKLE RRy . AZALEA #,JOiditi CAIRi' ,s AZA► L•.E"A * isuxu LE w,Nraz C514 /g©`D C'O i \tom R • PACHYSANDRA TERP1I NAf•I IJAPAN65,E 5POZCE '4' t` 41464A REPGhlN couiepia4N4 waNIA Lti.agA5HALLO S .�►L•�L., F g ' w/a'q A,ANW FoLgAgo. . 467C414/1L114 Rg. r 4�'�l�/��fr Q�r a444 ��•%�i�7�irc�/dvicllucAz $iifliN4I 044. 'WEC � . GArz r}y��4/��/jCWy. �;T��...t �/o.�c.. '/Al1Gto /�t��l�}} 4"Fors . thc. nevAiitatziote ssrsoAcitias, Fug`-w cc. RacoraR IPICA * I;I'O04i.! n't.Er 11T RECEIVED CITY OF TUKWILA NOV 172.116 ,AEG D jExPI 4/20 I7 1 PERMIT CENTER - r'tre, 1. A MINIMUM OF . 5% OF THE PROS PLANTINGS ARE DR GI -IT 1011B3ANT. pROWIDLEWIT PLANTS AtIE MAMMON WITN AN ASTERISK IN SCHEDULE 2. ALL NEW LANDSCAPE BARE TO BE WATER WITH AN AU TDMA11C WATER CONSERVING IRRIGATION SYSTEM. 3. -ALL NEW SHRUB AND GROUNDCCJVER AREAS ARE TO BE MULCHED AS SI RECJ. 4- WHERE GROUNDCOVER LS Pam, IT SHALL BE PLANTED ATTHE SPECIFIED SPACING THROUGHOUT THE BED, INCOMING AREAS UNDERNEATH TREES AND SHRUBS, STARt 12" MOM EDGE OF EEO :5. REFER TO SPECIFICATIONS FOR ADDITIDNAL REQUIREMENTS. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2016 City of Tukwila BUILDING DIVISION • • of Sign with international symbol of access, e rein. to bottom of n• below international n symbol at a1!•Yart's. -intern VCC68s recommen• ded Spayed) Rye, stable 'surface not more tls Waikway *Moos painted on surface to • discotsage Vertical clearance for vans is-I8" min. 1 and letters on blue boded. International symbol 'of accesS .Pt P Required` .see site Plan f r ran instill of chRIP at -head of ea designated accessibkt parking stall REWIRED SIGNAGE Le O.• • - • sersessmizCAP zJr Pas itiArRufz, 14E7 14 ...,,,. cArGH 1340 } .......... Ski t•+1 PF.AiN M4NNOL ,.... G._.,...._... sAN!TAt Y. ..WIZ MAN#0 4.5 £la HY0g4Nr ix1 V4L.�/ -pNP-- ,,C /F ;l 'Ptivtiag (Nal4WEAPMLEPgable ovaafristoco CN4,NL.1rIJ • ;, rJp Ni/ccoratici 44N e WA (eehott 1"-1,,•„�„ , PNA6r ICE �,l4cae a avi2fA'�/s��..E• ► �f•...•••q► f•Afr••rtlo/ ••` �I+.........,. DDu.a4 • izacrials li 1.1 ri •_.• ••••..y....r Van spar • • sail~ suRVEYirwApPIN4 nee: 'i011$ 214T H AV'akes t4E�. REDMOND. WA MSS • PHONE: 426.2964412 BASIS OF BEARINGS • .• 1 it !1 ;!i tl •. FOLItiti REAR AND #26a37" • CAP t.4''tlt f.U.2` S OF PROPERTYCOMM ��. 1.1 AccERTEDASEARINGOFN rG r uNE cEsEOT ON =DAMON FOUND MONUMENTS PER SURVEY FOR SOUND TRANSIT LIGHT RAIL. BY E.tN& ASSOCIATES AS RECORDED UNDER KING COUNTY RE NGa201001 O2 VERTICAL DATUM & CONTOUR INTERVAL t~1•EVA't1ONN$ SHOWN ON T1418 DRAWING WERE DINNED FROM 1NFORW►TUON PROVIDED BY CI;iV OF S4 AffTLE SURVEY CONTROL -DATABASE. - PO1NT ID ND 63u•S131 T14E POINT 1SA MOSS NAIL IN CONCRETE IN MONUMENT CASE•AT THE INTERSECTIONS OF S 144TH b MACADAM MAD 'EL VATI♦ �MAO FFEET FRS) NAVA B8• AVENUE MST Dt3Elttl. 2.0' CONTOUR INTERVAL •• TIDE EXPEGtl i3 VERTICAL. ACCURACY I3 EQUAL. To 11Z ME CONTOUR INTERVAL OR PLUS f M NU810 FOR THIS PROJECT. 1 nese Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which de not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Y 11 1c. evei u 1c. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: .2./t,p4 • .loft By: . •••.•.. . -w� 5ITPLA?4 scaL.E 1; 20. • • • s 15247 51 . AVENUE a IUKWUL.A WA • 88188 IMO DES IQ N REVI iZESIDENcE etsvite- lot "1'.13'e- • • 10` SEVER EASEMENT PER AFP008041600075• y!ft•.ry�� . - 7y .4* A 612 •✓ .E .SUET OCCUItIN FOR LIMIT RAIL. -• TRENTON Hc TER aLvo. KN.71"EE Raj t• FOUND 2' BRASS DISK W/ PUNCH 1N CETE IN CASE DO1 N O.6' / ti ~loft-..---- 9!; t .1 1 i a1•• t-s • • ,• . •• w : 4 • f • • ♦ • •.• • • . • .• • •• - f: • • •4 . 7' • ••-;- • ♦• • • t• • I AR 9. f ! • . • •w • A. • • .. • • ♦ • • • 4 • • • • .,. a • •t- • • • •, • • .4 - • �►•. - .• • .• • .I 1 PLANNING APPROVED No changes can be made. to theta plans without approval from the Planning Division of DCD Approved By: 1--- je IV wM Date: 11-4- 1 CD. 1 1 1 • ama Pic NAIL w/ ruEGIBLE WASHER FOUND BAR •AID •.194.29t • CAP ,• fii.5 u$�"1,"• ; PROJECT IWA OWNER: \?A LT-44` 7.:0AgAtkiA WstriswA icasi L ify..ack IS PRNElT ADDRESS: 15247 .9141. A •,6• PARCEL #: 22.2 4 -9r 19 • ZONING _ LP . SCOPE OF WORK: CasialiWaicoki OfjyA Haw ..�t/�. vz •�srioVr�r,Y+r� .- • • �J I/ is wig i R PE1M1•,••�. 4wri �M%�I��i6g Tar/.� Akio 'a p .L7 5IGM . ? .z' cistOJett .i sapaviitarr t Ps ., OCCUPANCY. GROUP: 6. /� +�r�Ps NSTRU�ON 1 T VS • a SET BACKS:. PROW SLOE REAR. AREA:: •SIR . .• LOT SUM: i.• it "7.0 • -• ..*110.• Cipaoza): 1204) gi .r. egtat,� Q 144 By: .Toi2+1- v _• f • 40.4 •mate: S "192 ")•F?'• • sad .PT. LOT COVERAGE: ~ 0, 09 %. L "LErtIAL DE$ Py i i li• P It Plan review approval is subject to errors and omission. Approval of construction documents doss not autho: Wo the violation of any adopted code or ordinance. Rec3irt of approved Field Copy and conditions is acknowiedosJ: City of Tukwila BUILDING DIVISION • THAT P RTION OF THESOifTH HALF OF THE NORTH HALF OP THE NORTNEAET OURRTE; OF VIE sotr ff.AsrOIJAR1ER OF SECTION 22•TOWNSHIP23 NORTH. RANGE 4 EAST. W.M.. IN KING COUNTY WASHINGTO N. LYING NORTHERLY OF THE RIGHT OF WAY.UNE OF • THE RENTON THREE TREE POINT ROAD AND EASTERLY OF. THE 4Eq .0tAING DESOR�b UUNE . • • BEGINNING/ T THE EAST OUARTER'CORNER OF SAID SECTION 22 THENCE NORTH 38'$ ' WESTALONGTHE EA••"T•WEST CENTERLINE OF SAID SEC1ION. DISTANCE CIF 82CMt T: • THENCE SOUTH VOW WEST xiR33Fein. ' $ . THENCE sour .srlBur FAST 248.00►FEE .TO THE TRUE POINT OF BErNNJNG OF SAID iz isescea LINE: - - THENCE SOUTH ?SO' WEST WOO FEET.MURE OR LESS TO THE NORTH LINE'CF SAID 4 RTENTOtN 7HREE'M E ROAD . 2 .•*AP • Xtom THAT PORTION L.Y1NG NS1ST AVENUE SOUTH. : VICINITY MAP RECEIVED CITY OF TUKWILA JUN 28 2016 PERMIT CENTER CORRECTION LTR# REVSQN. REVISIONS .� o changes shall be made to the scope of work without prior approval of Tukwila Building Division. OTE: Revisions will require a new plan submittal and may include additional plan review fees. IsEr,v,IATE PERMIT i:t L JIRED FOR: Mechanical f" Electrical IMP umbing VGas Piping C/ of Tukwila BOLDING DIVISION • 2e 7PHVC, RECEIVED JUL 0 r 2016 TUKWILA PUBLIC WORKS I REVIEWED FOR CODE COMPLIANCE i APPROVED a-, NOV 18 2016 A-sT- Cjty of Tukwila BUILDING DIVISION ;. ..z • z • tiQ l - ••• 129 WP 144 C(?4.-L.E.CnOP .V/A:5T 19-2 •••• ••••• lb w 4. • .• 66 • 4. • . 46 , * • • 4. ,. 0* . * • 0.• . •4.* • ...V. " .•0 '• .....V. ".7... . a . : • t ..1 ••‘ • .... 4... . *A* • ' • f • ••• 3 • ..• so •* ^ ' • ... • , . .4 1, . '• • N. '' . of ...• •• •• ; •••: • • : ••• ..t • •••• • • •• • ..• f. *. 4.. • • . 6' ••.•-: 1 3 411 •• ..•ir • ^ ....s. - 4-4 -'•••:.. Inn •'. •••••••..•%--s. .."'" t .... '''''‘..• • ;74 ..... . 4•''.1 4::: 4:: ' "JP • S. • • s• '.".1 ... ...:*•••.• .-.. • .1, ..1,,, , • . • . • 0 • - ..... * . .. 41:41 • .4 • ".: ..11 . Z. 6it' • • • * • • ••• is 46 .• • 6/' "I•t• *or 1/,4 A.. ,,,,, . • • • r t ..:•• N */ . •••••••••••; • . 0. •• • • , : • • a.. .a • • ... a ' • "- •t f. • • • - • * ••• ..11 • • t 10. • • • • • to : • . ... v. ‘ •C. . .• 3..• 4 • ' . -.0'. a 9 . ...... . ii• , . I. . „ • : .-4...,N..-..* 1 t.. • •.„....;..• t A * ••••• • A••1• .•"•t - 6‘.t4•., , :.'' .• .•::• *•t,•ra4-.* •• 1• . •- a .• . •:•. ** •.•" e.' '• ....-. 4V. . ., ' •; ...: *•• • -.**a6•.••. • .'.'.....-•. ".•;i••4•6•* IC- •*.*;•, ' V6••.17.16, .."14,4i1:.4:.,;f:::.,•..: ',..b.,.•.....< -•: ow.,".*)k•„...*.- • ..40.2„. ••:.'t .•. * :.; •• - . "„ •.. 4 . _ . .. • • . .. ; . • • ... ....--•• ., ? 4, . ,--.•. . 4. . . . . I • . • . • 4a • .• 4.4 1p, * ,. .. , • a . • • _ • . • . A -• • 1,, *:••• . • ' " .11114%./.•• , Pre • • ..1.1 111. ••• ••••• ' • • • Ire • •••• e.. .• .6 , ... . 4.. . .., . s.16 • • . • ...1. 40 4. . 4 ..• ••• • a e• • ••• e.. • • .... , I. .....t.A e e' • 1.,....,e :. P. • ;* : ' . • tt.....- ... , *"...• •,*,,•,.. • A: 1 • .• • ,. • I, •. ,... ttft min...osAaanakirt Mt COMPACTED SQA,S. 13111, 1. ASP lir MOW nosu MAW 10 MUM STEP 2. WAVE UMW AT it* MOP mos OWL STEP Z. AM Of lOPSOt. 1010 1101010. VIM £0204ALIC. ATV A•00 4. Dr item AND.MOTILL. It4TO PROMS LAM . •;,1 .*".71""i:4-:*"` r-#.14.T-0•7407•7:4•74.,.*! •* 4. `1e4r. ••••641.`"`*' .• , A•t•e* • • •• • ••• • •COMPACTED ,AIM' SOL ROPED tr =AO MOH 42AIX C77 OAI 1,4: •••••••••••••■•• • • •••0•••••••••••••••• 400•• ••••••••••••••••10/... PP.* D 45 CAPE PL. • - I 140re NTErvoz pAAK INC RaGuirREMENT.5:7e4).Pr FisTALLz oeksaifOoorpag). PLANT i7NE.TgEE Pate 10 srA144 4rigag.5 gEQQ• •( PROvipao). PERIMETER LANDSCAPE leacumzsMaNTo g IYP5.1. . • .caormatoryldsyc NOR* rAci. OF ' OAF RA11. usZ •••:••••• • ••••••••••••••.• 3,3424wii SOUTHCENTER BLVD* .(RENT0N ThR TREE ROAD) • • * • Mi jiff. 4.46p,...:44tz...z.e.s.r.q. , . • • t it34143111 1 .;(174tiA • 14 Tel .05 Arts To , LAJOCAPINO ,• ••• :Pfea v!fisAtela • 1kt • • • • eX 4!a amt. COL.,ine .440Nr 41:11DP • ,„ 11.• • • • . •• • • ... • • • • • •44 it. • . • . . • • • .• . • •• • ,••• * • . • . • . • • • • :I. • • •• • ; r• • • . • • • • •• * • .• • • • * • A• • . • • • • . • . • ' 110 • • • . • . 1 • •• • • • .t • • • • A. 6 ri6 •• • * • * top • . • ••• . • • . • .6. • • . • • • • . 6 . • • • • • • 6 • 4. *4/4) IV • • • • • • • t ••••• • •••••••••••• • •• • 0 .thertia.f4rugg. WEA. leEPagelitint 741:?,48,COMPrziar AND 7712,,flirprPTH GUMS APARATUS RENR:ACED RUBBER KBE 12 GA. GALVAVIM _me LXIUGLAS RR STAKE 'DEM BARK Mani Of AWAY FR0P1 7X4/s/ ALLBUFILAOOR:TWV1 OF RCIOTBALLICOgrti4. ag- • v. grim-0444 ...5CeiN.7741i41Ee pgrivb4 SET FiOOTBALL 014 MOUND OF CONTACTED PLANTING BACKFILL TREE DETAIL iTEPTH BARK MULCH 3414414Y Egan TOM 4° WATERING BASIN SURROUNDING PLANT gEflov44X/R.I.Ar FRom 172P afRc0743A • • oft ila60 gE5 ikrwit4c-.9\ WAgirY RIXTAALL. ce.:4472410Z-ogaw14. Ogi.:54WPr. AfrIEND.E.NrigE AEA Elso' PlAfir ;;IPt) 4° 01.414157 AND 171.4.. INT° PEFV-1•41,FAT ILEAvy ST FICOIT3AU. ON MOUND OF COMPACTED PLANTING •SACI<R71. MIX . • . , • • ...4‘ ••• ••••••• • • • • • ll ‘11140041140. • ••• 4 • , • 4r • re•••••••••• V 41VI • . LANTSHRUB THAN DEPTH GROWN AT NURSERY. *FEMME ALL • PLANTS WM-I ARPROVED STARTER' TERTUZER APPUED AT MANUFACTURER'S. SUGGESTED RATES. •••••••••• SHRUB DETAIL SCALE 1" -11.0 ,LANpSCAPE NOTES 1. Donor= BEFORE =MING LMUTIES. 2SUBGRADES, INCLUDING BERMS, TO WM-IIN 1/1 Ir FOOT PROVIDED e'Y GENERAL CONTRACTOR UNLESS 0-71-ERWISE NOTED. B. sueGRADE SHALL BE SCARIRED OR ROTOTIUED IF COMMONS REQUIRE 4. APPLY 6" DEPTH TYPICAL 3-WAY MD( MPSOIL IN ALL PLANTING AREAS OR AS 01I-ERWISE NOTIM. 5. APPLY 20' DEPTH FINE GRADE BARK MULCH IN ALL puvorteAREAs• MULCH TO BE FREE OF WEEDSED, SAWDUST, RESIN OR TANNIN AND SHALLNOT CONTAIN ANY CON:IPUNDS DETRIMENTAL ID PLANTGROWTH. e, co(nacToRiaRtisPoNsiBLEFbRBRINGINe ANY PROPOSED SUBMITIONS DR • UNMRSEEN FIELD CONDITONSID THEATTENTION OF THE LANDSCAPE ARCHITECT. 7. LANDSCAPE ARCHITECT MAY ADJUST PLANT 91:AMITIES OR VARIETIES BASED ON AVALABILIIY OR FIELD CONOMMIS. 8. ALL'PLANT MATERIAL SHALL BE DISEASE FREE AND ARRIVE IN A VIGOROUS GROWING CCVDMIN. S. ALL-PLANTNIATERIAL SHAII;CONFORM 70 USA STANDARD FOR NURSERY SMCK tAlESTEDMIAL 1 0.SFECTIISD PLANTSPACING IN PLANT LEMID SUPERCEDES SYMBIXSSHOWN ON PLANS. 11.ALL TREE PITS SHAU. BE INSPECTED TO INSURE PROPER DRAINAGE. ISPOSITIVE DRAINAGE SHALL BE IVIAINTANED, MOUND PLATING AREAS A MINIMUM OF 12" UNLESS OTHERWISE NOTED. 16.CONTRACT0R AGREES TO WARRANTY AND MAKTAIN ALL PLANT MATERIAL MR ONE.. FULL. GRINDING SEASON PAST. INSTAU.ATION AND SHALL REPLACE DEAD PLANT NICER& WITHIN THAT WARRANTY/MAINTIENANCE PERXXI WITI4 NO OBLIGATION 10 THE OMER. • 14.STREET TREES SHALL HAVE UNIFORM BRANIXIsIG HEIGHT OF 5 W M1N1MUM ABOVE GRADE OFI AS 0/HERWISE NOTED. . 15.STHEETTREES NEAREST INTERSECTIONS Saila BE A MINIMUM OF ill FROM ANY WAAGE Heti IBM LOCATIONS ARE APPROXIMATE AND SHWLD BE ADJUSTED PER b f LSHT AND triury LOCATIONS. 17M.LIPSHALL Be DOUBLE STAKED AS SHOWN IN THE DETAILS STAKES 10 BE REMOVED AFTER ONE FULL. GROWING SEASON. TREES THAT HAVE DIED WITHIN ThE • ME YEAR WARRANTY/IVIAINIENANCE PERIOD SIAALL. BE REPLACED AND FE-STAKED PER wnie MAL • .1 &LANDSCAPE CONTRACTOR SHALL MAINTAIN SITE UNTIL FINAL INSPECTION AND 11111111111111 1.70,w7,74+:441 Ut;44:44kA ••• F7ca- ea • P.J ENZ, Cat....tvicA) •CC:4it:W.4M SLOE .5101WCE: ABVE* pgoC4gA kk>64.6 Fig4 Accei-Ir rg..0es, PRaatte sERR,MATA gy471ZA1.1 WANz4t4 CHaggY CORN1.A5 1<04.144. ge:VSA DO4w4pc,C7. ..444.14 Rulaqgur-I 12E0 pIAPh..E • t44alstoi4A..s7e0LArA srAg.t.-Acnk:)t-tA, Liti=g MEDiarii $Hatieta, mit4..zacAL.. PurHeD, viet.4.15,zAmaigz. • •Aefewo. 4% a it. fa. pubLecimi.%. NA( fWei.L.1317ANcilEpi Aeove, 41,4,4ta.. All.r.bistax, pouN.CV OrcAl.. tive44. .20RASIcHez, •400114.4',•013 ,MUL.77 miN.W 1/2stA10'. 714.441/44414.010` frir weld. axiblcaca Azolle' 404,s. mit;LeCAL.701414(.74.1.1srart igtI4tM7tli47tHE40,WELI. 8P/CW(43 1.400Ve mu.warerrepvi@ Ve rgamo,41-rittwet.t., agANcfrigoi‘eiwe 4,stoota. CAM51..14 e.it42114S.-Vo-yalp CA1154.4.: * APPICIP0DAWD/Z4111 7s04 MISg11, P/4/14- Ri-PIXVONDRU1'4 C.#4144PALioNV41Crni. 41.11stg./0 Rev. 41.140A MARS • grogio • OmAu. Obigth30 241- Sce traz.40141.1Y:' !us. eigtZW75,p4c7A1G, P/P44N telm1.241,Aes Itageezai DristPi 40 ew atti4c/Neo ti/N.4g441-WQiireal.401M1Y Pit EX atZ COW fopAcArd, elPi..At4 • Ivitgair-ve t:F4/4440VOY 13,40 =awl: ePACINa Pier.AN. 1444CM1141fri •OVATuti svgleqgeseti t-1.4.flia.S130ERRY. .AZALEA 1.%.14:1,44 CAIRIstsf f4Z4LEA tatuxus J.fwilvralz Galls xv%Icx2e ige;a1.0,1ocOVeR.- ma/4°4444 Hi: razio$04.5g):* copier giroActria ?Pea • MAP/ . fe.1.5° HT: rah( isfeepHy ogeokrwitc#44 PER. FLAN. MIN. le- le 11-4 fia12.%1•41iX/Shfr • 04 1, 40R COW: ARACiAl‘p Pam: PL...4J4 PAcklesANDRA 7eRMINAL1.9 %1ApAtIE Notolie * 1.14,16414 flEesw citeEpol4 • • * erdtWia-NliM.SHAI,201 4ERAMati tAAWR2L.44Ago. f441ag; RECEIVED • CITY OF TUKWILA JUN 28 2016 PERMIT CENTER *livrizAre* riv.roc1414 7?)t-EitAPIT 11..Ar4 • • • . . • • PLANT1N6 Nants, REV SO 4:1 PPM Q Z44(:).G. 7VI4NCiertdie .6494c7a0,F104.4 -War.L 140;r0V, /4/41.49tit aOcac.71A4R444,4x stiPAcidtrp.Protic.-wiztoiN:0760. .44P0roe le4ab.c.rgyAiv4444.1m. opiticiH4 Re0M74, I G4t.co1h11atomet.c.fRI4ge.404 0FiscrAf4. Aiu. -WELL gccreg tEXPIRIff: 4/20 /7 1 ' 1. A MINIMUM OF 25% OF 11-E PROPOSED PIANIINGS ARE DROUGHT TOLEI444T. pRouroirroilwir FtpArrs ARE MARKED WITH AN ASTERISK IN SCHEDULE 2. ALL NEW LANDSCAPE AREAS AMID BE WATERED WITH AN AUTOMATIC WATER CONSERVING IRRIGATION sec4nEm, S. .ALL NEW SHRUB AND GROUNDCOVER AREAS ARE ID BE MULCHED AS SPECIFIED. 4. WHERE GRDUNDCOVER 15 PR:MOEDA' SHALL BE PLANTED AT11-1E SPECIRED SPACING THROUGHOUT THE BED, INCLUDING AREAS UNDERNEATH TREES AND SHRUBS, START,FIRSZAW121FROM EDGE OF EEO 6. REFER TO SPECIFICATIONS FOR ADDITIONAL REGUIREMENTS. REVIEWED FOR CODE COMPLIANCE APPROVED • NOV 18 2016 APPROVED JUL' 1 3 2016 City of Tukwila PUBLIC Works 4C4:1-irt • . ••• City of Tukwila BUILDING DIVISION ia ..... ,� •...r ,,�, r ee I„ A Matti A. 0 ;■ 1.3imil. MP = ra it SeAtt �L• f 11?cisTtaIr• Essuuatufp- wer,abil� ,,�.SRI. mA ser Fa, (3 cfc" ,,. .�.. -- -M- --� 11....; 4." D. I. FlR! ,,, ..ti.- .--. .0•1, q.-. .1. tip kw, J • -. ✓ -, ,-i OW, 111'. vas.. ••."'. y-a. ..,.,,_ .-.r ..-•- "�• I""�" '- .••...-M.++rr` ,,,r ,rao,...,,w,n, w�.._ . -, �,♦,�., III. rr,, ,�,r 0010. \I"(7. W( MP4tEt9f 5ouTb+cuim CON 114kireilke P.aitp) Loh • ...'•...r .".-•••* E u:i • ment Leen jam,- .�.�•I�r� ��I�+� � •�- 11111111•012"11, 11111111111111111.111111111 �.0 CD1111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111311 111101111.11immumm4 nom w, Tr0315}A.56vAwo. mt3co tOu13L ot-1AMP'o►,J. t'l 4.trkL ) VALE } t�i �(.ItGK• t. t I-t W o �-{vkp 1 ‘1'.46/ci 41" /6(9 / � - i • 1.0 • Ali,/ • 27 0) . 4o7.Z-(. • Project lots:. wR t.E. - ' .14. 0? 14otz•- 4inU T 12,/G tvoirl ur n Gt17 PA�1 �I'iD /►- i EXPI :. 4/24/T. 2 e 1. Irrigation engineering plan based on 5/8" x-3/4" water• meter with 82.0 lbs. psi static water pressure, installer to verify prior to installation. 2. All equipment to be installed per State Codes and the City -of Tukwila specifications. Installer to be responsible for required permits. 3. All underground utilities will be located prior to any site excavation. Call 1-800-424-5555. 4. The installer shall be responsible for keeping the exact installation records for the creation of the "As -built" drawling. 5. Provide 18" minimum cover for the main line and wiring and 12" for all lateral piping. S. Rock free materials shall be used to backfill all trenches and the bedding of piping. All piping shall be compacted," 85% density for landscaping, 95% for sleeving. 7. Splice's of control wires shall be within valve boxes only, - using 3M-DBY electrical•splice kits. Provide a 24" expansion loop for all wiring inside each valve box. All spare yellow wires shall be visible inside each control valve box. Do not splice the signal wire between the controller & valves: 8. All valve boxes shall be square and flush with the finish grade, - 9. From A controller draw two spare yellow wires, to valve box Al. From B controller draw to -boxes B1, B2 & B4. 10. Install,.manual drains -at low points on main line, with all locations -•recorded an As -Built Plan. 11. All equipment to be installed as per details and installation . specifications. A .H•90 pJG eitaKcarLEN °' t'wmi-ep. Ur(it7l•t. wf 'tMom, Point Of Connection Detail G" MI41(MIJM dd t BALL -YAW 6' ge#0.' �,y-at. 1244ZAV -. SUreir l ,c4 -. SUFFC94.14 t.f. t. O rvC. t4lFt5LE ' t�tll CK r- LXCIBL..Gi-A,v Backflow.Assembly Detail EVIN NI- or r50P'i �I ( ilf fl fell( �l�i 11=•�!��� i�� Ill If �I E iii (Ih i� l litit 111� fll�ic�iil�{�1�; �111�1� `-111 Iq ICI 12f Mtp-turf P-E/ F ' Sprinkiei Swing Joint Detail. rowviz.wilze, enotwo • vet cuts sinot�• Automatic Controller Detail AUyTtt- V/+•Wfs YAWS iwA Sntlt..tr! ogat.ga Larirct-W(RB . _ .Y. °9Ft...1LV♦ rWN pc.T ) inliakendaNty iitrs PVG 1.11 { i!I" 1 -1110 ") Wt1Aa. MQ1.. 0647.44v-rn COMMON U rn2.o„ V 1/041210 07641.0o C.4talr t„j . TYri Remote- Control Valve Detail RECEIVED CITY OF TUKWILA JUN 28 2016 RERIUMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED NOV 18 2016 City of Tukwila BUILDING DIVISION APPROVED JUL 13 2016 City of Tukwila PUBLIC Works JOiNTt LIER FADFSO VIA= BE SPLICED, AT POSTS.13SE STAKES, WtRE Ltt03, OR EQUIVALeNT TO ATTACH FASMOIO POSTS. I • I I I I I I gir•lagialgitaaklitqfpirgt-* 7 ow... MAX. WaltAt 444. TAEt4CH 27c2.trt 14 Oa. Vata OR ECtUNALENT, IF STANDARD trtnctro-r14 FADRIC WED FILIEFCFADRIO POST SPAMO MAY BEMOEASED. TO ft IR WIRE (moue lama° No-refit:MR FAD= f ENDES SHALL Be • 120TAILCD ALONO CONTOUR WHENEVER posstatt SACYSTWITtEN CR WV wawa sow napm.s• • WA,SK'D GRAVEL 4.WOOD POTS, STEEL FENCE POSTS, RESAR:OR EOINVAI.ERT 1. STAKING BY SURVEYOR CONTRACTOR. 2. PLACE SILT FENCE AND ROCK CONSTRUCTION ENTRANCE AS SHOWN. 3. PERFORM ROUGH GRADING OF PARKING AREAS AND WIDENED DRIVEWAY AREA. 4. INSTALL ROCKERIES/BLOCK WALLS. 5. INSTALL NEW CATCH BASINS AND DRAINAGE PIPES/ TRENCHES. INSTALL OTHER UNDERGROUND UTILITIES AT THIS TIME INSTALL SILT TRAP IN NEW CATCH BASINS. 6. PERFORM FINE GRADING OF PARKING AREAS AND WIDENED DRIVEWAY AREA. 7. PAVE PARKING AREAS AND WIDENED AND DRIVEWAY AREA. 8. REVEGETATE DISTURBED AREAS WITH GRASS SEED. 9. REMOVE SILT FENCING AND CATCH BASIN SILT TRAPS ONCE VEGETATION IS RE-ESTABL1SHED. 10. PAINT PARKING STALLS, ETC. ON PAVEMENT. • cg px/-- 77/Z5 1/1/ •7-"Z /A9 " 6//3 .1E 44" (Z7-0 /fa, z I ‘1' S.? 38% 57-3 Pv3 2C' X 30" /1/./-7/Z Z • Ail 5 ), I • • (.7/4' A V.e51. FIGURE 0.3.3.1z SILT FENCE IN$TALTATION AND MAINTENANCE . Dig ttench SILT FENCE . To4n4att 11 .Monitor s.V:* Mesitain-ontl at;ttrt 116/IE 1A1,2*/ " AZUWX /1,0.0 Aibr - .576/1 .S7 L7 F4**--N4 "EY/ 7" ...176 Purpose Use of a silt fence reduces the transport of coarse sediment from a construction site by providing a temporary physical barrier to sediment rind reducing the runoff velocities of overland flow. Conditions of Use Silf fenco maybe used downslope of all disturbed areas.. Silt fence is notintended to treat concentrated flows, nor. is it intended to treatsubstantiat amountsof overland flow. DenIgn and instaliation•Specifications - • I. See Figure C3.I.E and Figure Cff.l.F for details. 2. The geotextile used must moot ihe standardslistabelow. A copy of the manufactures fabrio speci5e.ations must be available onsite. AOS (ASTM 04751) 30400, slovo size (0.60-0.16 me) for slit film . Al size (0.30•0.16 aim) for othor fabrics Water Po ratittivity (ASTM 0;1491). • 0.02z)e minimum Grab Tensile Strength (ASTM 04632) • 160.1ba. min, for oxtta strength fabric • 101ibs. mln. for standard strength fabric Grab Tensile Elongation (ASTM 04832) ' 30% max. Ultraviolot Resistance (ASTM D4355) 70% min. 3. Standard strength fabric requires wirc backing to increase the strength of the fence. Wire bacicing or er than 2fitIV. closer post spacing may be ro.tluired for extra strength fabric if field performance warrants a stronger. fence. 4. Where the fence is installed, the slopeslaall be no.steep. .,. le..."4..4...• Se If a.typical silt fence (per Figure C.3.1.E) is used, the standard 4 x 4 trench may not be reduced as lens, ? as the bottom 8 inches of the silt fence is well buried and secured in a trench: that stabilizes the fence and does not allow water to bypass or tmdernaint the silt fence. Maintenance Standards 3. Any damage sball.be repaired immediately. - 2. If concentrated flows are evident uphill of the fence, they must be intercepted and conveyed to a sediment trap or pond. 3. It is important to check the uphill side of the fence for signs of the fence elogging and acting as a • barrier to flow and then musing thannelization of flows parallel to the fence. If this oc:ctus, replace the -fence or remove the trapped sediment. 4. Sediment roust be removed when the sediment is 6 inches high. 5. lithe filter fabric tgeotzctile) has deteriorated due to, ultraviolet breakdown, it shaltbo replaced. 124. • Ca.) Atilt • • • ••• - • • • • • • • • • • • • ^ • • • • • • • • • • • • • • . • - • • • • • • • • • • • • • Existin an Pro used im 0.70 acres rrthwork Estimate Cut 100 CY Fill 200 Cy Total 300 CY ervious Area: 1189'51'13"E 'Riaiirangt • Ma:7,4%vary .ffee./N44441.11,1N4 851,3'A NEW " CigAs1. NOR ilFAM OF LIGHTl RAIL LINE • • - SOUTHCENTER BLVD. (RENTON THREE -TREE ROAD) • ,41/1-77E/7 • • FOUND 2" BRASS DISK W/ PUNCH IN CONCRETE IN CASE DOWN 0.6' -/TYPIZA • z7/47,e ///‘/Y Livig 4/5- ZIYA. I/7 • • 2I/2. I//74 Yz" 3 " e,e7C 4 " CREC /'P/7i-.- 4 , •.* • 5 AO x 1/ -1 OF/ Z7,e,47/0iY 7, e 745.1' /.7‘, 6124 YZ:2. .Keri'7: /2Z, 7y/ '` 7:471L-7. F//i r•--• /2t5P,d6 (w.) = e e 9.14Y 7jv7.E,E zW1 Y D D 4 6.; `i• (f/6720/(ZER ItV,M, P,/, ,ij7YPEf ",b44' /10.7 Ell - IA/ TEE_ / tz /O. $, 44 /25 " (14/) = /Z/, /44 1 /DX 41 ///A-7 7,-z 7../ z, _A/ 7P /E/, re t, X 1 7, c'" It) 5 ;t?:•,:tt''.:$.tif,":".9O1110PFIS " Yt p.o." PLAN VIEW NTS • fnilltrailert trench PLAN -VIEW • ,NTS tiglcbor 6'..ffsedbla. • perforated pipe ••.4. ........................ ... ...... .• . . tigid".4r-ett titzects • pefforatedplpe • • • . . `4 • " *.e.rt Zit L, washed rock % .1 10-3/4'' • el A. varies . . ••• 'overlie*: • splash block .6 (>" - ..... Mae mesh SECTION NTS •screen roof - drain - . • . Sump vOsolici lid -ry.z. • • 4, c,:,/z P In 50 min N\- CB sump wtspiI4, compacted backflli rigid or 6" ibaxibtcr perforated pipe ' washed rock 4/2'-'-3/47) , . . • . • • . ITSE.017 GRAVEL EXILED TREN 91: .10,1tFULL DIFIaRAFTION APPROVED mai JUL 13 2016 ntv City of Tukwila PUBLIC Works °glen 9i•ivel filled trenches (also called "infiltration -trenches') are a good optien where the depth to the retaxithuotwet-seasen w.attriablvertaidparcialnitweett 3,••Wnl. feTigure 0.22.4. (p..C-42) and 'Figure C.2.2.13 (p. C-43) illustratothe specifications for gravel filled trench systems as.outlinedbelow: I. .When locatedin c,oarse.aands orrobbles, Infiltration-U=3o nust boat least 20 fbet in lextgth per 1,000 square feet -of invrrvioussurface served. When located.: in nae.ditina•sands, infiltration trenches ITIUSt be at least 30 fectin length per 1,000 square feet of impervions•surface-sarveit, 2, lilltuclumratrenehAength must not exceed 100 feettireMthelalet:$901P. • • • • - . . ... 3. 'The trench width thirst be a rajah:awn of 2 ft.• 1• . .• • . 4. The trench /mist be filled•with at least 18 Welles of 1/4-incirto 13/2-incla washed drain reek The drain rock may be covered with baelcail material as shown in Figure C.2.2.A. or remain exposed at least 6 --.. inches below the lowest; surrounding ground surface as sbown ialligure C.2.213. .1. Filter fabric (geotextile) must be placeden:top be dnxittrock (ifproposcato be covered with balmaterial) and on thettrenchsidis,prior to,fillixtg:with-thealiain•rock. , SpatIng between trench.centerlines 31111sctie*1e55t 6fet. *4. - .. •:-..,:., lefiltrationtrenches mustbes4riekat leaStOfeiti.froriiiittAiifgs siktia•eiriwl.ipace or -basement elevatiens that are below tlxe overfieWpointekte itifiltratipri*tetn. : .. . Torevent•Oniage.to-overlyingpayerecatitzeneWlocafedifterteat*Raiement shall be constructed such that the trench pipe is connected to a small yard drabs Or ctitchtsin-viith. grate cover so that if the trench infiltration capacity is`ciee'ecied, the overflow would Oct out of the catch basin avan elevationatleasi,ottkoot below that of any avpttiii%gavem'en;•kain it locatiorx thatrovides a safe . . .. - . • .9.: ;Runoff from roadways; drivewiriAttrykin.g•prgas:shalipsioiroughla,yarddrain_or catch basin path. tortho overflow. •- - .-..e:,:,:•.: • fitted withedown-turned elbow prlor to entering:the lfraliortlrenck(secTijpre cs2.233, p. C-43). Titoelbow is intended to trap mra illextatedal. into catch basitistinp so that spilled material can - -••• • • .. • - be cleaned up raoro cas;jy by the hoMeowner. • MAINTENANCE INSTRUCTIONS VOR FULL INFILTRA.TION . your property contains -a stommater management flow control 13tviP (best mariagernent practice) called - rfull Infiltralibe which wanstaledtoim1tigatethe stormoater quanta yand quality Impacts of some or ell of the imparvlouesurfabespn your property. Full intiltration'is a method of soaking•runoff from Impervious area (such as paved areas and -roofs) Into the ground, if properly instatied and maintained, full Infiltration can manage runoff so that a majority ofprecipitation events are absothed. infiltration devices. such as gravel filled trenches, arywells, an,Xground surface deprestions, facilitate thls process by putting runoff in . direct contact Wirt the soli end holdlpg the runoff long enough to soak most•of It into the ground. To be i the Solt condition around the Infiltration device must be reliabkly able to soawater into the successful. - ground for a reasonable number of years. . . The infiltratisfp•teviaes usedon yourkpropeity include the following as indicated on the flow control EIMP site plan r•Wgravei fillecttrenches, Ctdrywells, CI ground surface depressions. The siz, placement, and composition of thesedevIces as, depicted bythe flow•controteMasite plan and design details must be maInteinedend may _not be changed without•written approval eitherfrom the•King County Water andIand RE38OUTOOS D1VIS,i011 orthrough elites deVelopMent permit from King County. infiltration &MOOS mustbe inspected annually andafteirmajor storm even% to.identilY and repalrany physical defects. Maintenance/end operation ate system should focus on ensuring the system's viability Iv preventing sediment-laden:Vows from:entering the device. Excessive sedimentation will result Ina plugged or non-funoning featly. If theinfiltratiOndeViCe has a catch -basin; sediment acCumUlation must be removed ma yearly basis or mom frequently If necessary. Prolonged pbnding around or atop a devtee may Indicate a plugged faclity, if the deice becomes pugged, it rnUst be replaced. Keeping the areas that drain -to Infiltration devices well swept aed cleatrwlic enhance the longevity of these devices' Fork-. RAPP OVED Etvi VVED FOR MCODE CO PLIANC 8. . • roofs, frequent cleaning of gutters will reduce sedimentioacistto those dvices. RECEIVED • CITY OF TUKWILA JUN 28 2016 PERMIT CENTER NOTE THE EROSOR:COTROL4SURES FOR THIS WORK WILL CONSIST OF CONVENTIONAL SILT FENCING AND A STABILIZED CONSTRUCTION ENTRANCE. THE • LOCATION AND SPECIFICATIONS FOR THESE ARE AS SHOWN ON THE PLAN. EXPIRES: 4/20 NOV 18 2016 City of Tukwila UILDING MOO 1 - #3 BAR HOOP 2-83 BAR HOOPS 6" RISER SECTION 12" RISER SECTION PRECAST BASE SECTION (MEASUREMENT AT TOP OF THE BASE) NOTES: 1. MAXIMUM DEPTH FROM FINISHED GRADE TO PIPE INVERT SHALL BE 5'-0". 2. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 1991) & ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 3. REBAR WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497 (AASHTO M 221). DO NOT PLACE WIRE FABRIC IN THE KNOCKOUTS. 4. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED, PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM_ 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 29"_ KNOCKOUTS MAY BE EITHER ROUND OR ` Y SHAPE. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. 6. KNOCKOUT OF CUTOUT HOLE SiZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS, 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2" PER FOOT. 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT, 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 10. VANED GRATE, REFER TO DS-06. 11. REFER TO DS-06 FOR CATCH BASIN MARKINGS. NOT TO SCALE City of Tukwila CATCH BASIN TYPE 1 SHEET: DS-01 RkV1SIOU /11: 08.03 APPROVAL: H. $HELTON LEVELING PADS � 8 PADS 1-112' X 314' x 1/8" It I t WRING TO BE RECESSED 1J16- frECrEEr0 Er EIJI-- I El czCz{k{L91 1-1A 24" TOP VIEW SEE SECTION C-C 20" SEE SLOT DETAIL SLOT DETAIL LOCKING LID 24" 518' SECTION B-B NOTES: 1. WELDING IS NOT PERMITTED. 2, DIMENSIONS SHALL HAVE A t1/16' TOLERANCE. 3. EDGES SHALL HAVE 1/8" RADIUS AND 118" CHAMFER OR COMPLETE DEBURRING. 4. THE NAME OF THE MANUFACTURER AND DIRECTION OF FLOW SHALL BE EMBOSSED ON THE TOP SURFACE OF EACH GRATE. LETTERING TO BE RECESSED 1/16". 5. EMBOSS GRATE WITH MATERIAL TYPE, DI (FOR DUCTILE IRON) OR CS (FOR CAST STEEL), NEAR THE NAME OF THE MANUFACTURER. 6. THERMOPLASTIC CATCH BASIN MARKING TO BE INSTALLED WITH ALL NEW OR ADJUSTED CATCH BASINS, EXCEPT THOSE WITH SOLiD LIDS. 7. PLACE CATCH BASIN MARKING, "OUTFALL TO STREAM, DUMP NO POLLUTANTS; ON THE SURFACE OF EACH GRATE, PREFERABLY LOCATED IN THE BORDER AREA. 8. LOCKING LID REQUIRED. - -1' VANE DETAIL SECTION C-C ZUMAR INDUSTRIES HOT TAPE #895450 OR APPROVED EQUAL NO DUMPING! " DRAINS TO STREAM 26' 1 CATCH BASIN MARKING NOT TO SCALE City of Tukwila CATCH BASIN. & INLET VANED GRATE SHEET: DS-06 REVISION #1: 08.03 LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER RIGID PIPE FLEXIBLE PIPE (D.L-, CONC.) EXISTING STRUCTURAL SECTION PROVIDE NEAT. STRAIGHT LINE WHERE MATCHING EXISTING PAVEMENT. TACK AND SEAL EDGES BACKFILL PIPE BEDDING PER WSOOT 9-03.16 85% COMPACTION PiPE AS SPECIFIED ON PLAN OR SPECS. NOTES: (CPEP, CMP, PVC) 4• MIN. OR MATCH EXISTING. WHICHEVER IS GREATER, COMPACTED THICKNESS ASPHALT CONCRETE PAVEMENT - HMA CLASS' .f I i 1f f =al „ "[fFH I, Ifs 1- 1I' 1.5XI,D.4.18 24" MiN. 24" MIN, DEPTH FOR WATER LINES 1. IN PAVED AREAS AND RIGHTS -OF -WAY, BACKFILL WITH %" MINUS CRUSHED ROCK TOP COURSE, COMPACTED IN MAXIMUM 6" LIFTS, TO 90% MODIFIED PROCTOR PER ASTM D-1557. 2. IN UNPAVED AREAS BACKFILL WITH NATIVE MATERIALS OR GRAVEL AND COMPACT IN MAXIMUM 12" LIFTS TO 90% PER ASTM D-1557. 3. NATIVE BACKFILL MATERIAL AT UNPAVED AREAS SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1" WITHIN 6" OF THE PIPE EXTERIOR. 4. COMPACT PIPE 64" CRUSHED ROCK BEDDING TO 90% MODIFED PROCTOR PER ASTM D-1557. 5. WRAP FITTING IN PLASTIC BEFORE USING CONTROLLED DENSITY FILL (CDF). NOT TO SCALE City of Tukwila TRENCH BEDDING AND BACKFtU. - PAVEMENT RESTORATION SHEET: DS-14B REVISION #1: 08.03 LAST REVISION: 04.08 ,;Aer±ioVal.;::. BOB GIBERSON, crry ENGINEER ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH CUT WITH PNEUMATIC PAVEMENT CUTTER EXISTING ASPHALT PAVEMENT 5/8" MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CRY DEPTH DETERMINED BY CITY SAW CUT EXISTING Olt, MAT 518" MINUS COMPACTED CRUSHED ROCK UNLESS OTHERW4SEORDERED BY \ THE CITY NOTES: CONCRETE 150% OF EXISTING DEPTH TYPICAL PATCH FOR RIGID PAVEMENT ASPHALT CONCRETE OR BITUMINOUS PLANT M3X REPLACEMENT PATCH 150% OF EXISTING DEPTH ck TYPICAL PATCH FOR FLEXIBLE PAVEMENT EXISTING CONCRETE PAVEMENT 6/8" MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY SAW CUT EXISTING ASPHALT PAVEMENT 5t8" MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED SY THE CITY 1. ALL WORK TO CONFORM TO THE CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL_ CONSTRUCTION. 2, A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY CITY ENGINEER. City of NOT T° SCALE f - PAVEMENT RESTORATION SHEET: RS-03 REVISION f1 08.03 • AtTizovAL B SHELTON CITY OF TUKWILA Public Works Department 206-433-0179 BULLETIN B2 STANDARD CONSTRUCTION PLAN NOTES Locations shown for existing utilities are approximate. Prior to stetting construction, Contact ONE -CALL 0-804-424-5555)-for utility locations. CONTACTS 1. Project Manager 2. Project Engineer 3: Owner Polwatte.Pangn. ananda 206-859-7034 Bruce ` S. MacVeigh, P. E. 206-571-8794 Polwatte Pangnainaride 206-859-7034 (Serena International Buddhist Center) GEOTECHNICAL NOTE 1, t4/6'r , '> , the <+r�itltrsr,Ne. structural engineer, reviewed the geotechnical report, titled "VA ) . , prepared by 777r.s' and dated /124.V.raM iz . I understand the report's recommendations, 1 explained to the Owner the risks due to slides and I incorporated the recommendations into the design. l established measures to reduce potential risk of injury or damage that might be caused by any earth movement predicted in the report. Signature Date l‘.2-1 Z-- GENERAL 1. At least one week before beginning construction, contact Public Works Utilities Inspector and schedule -a preconstruction meeting, 2. Notify the Utilities Inspector at 206-433-0179 at least 48 hours (2 working days) before starting project site work. 3. Request a Public Works utility inspection at least 24 hours (1 working day) in advance by calling 206-433-0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre -approval from -the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drawings on -site. 9. Contractor shall provide record drawings prior to project final approval. 10. Contractor shall- provide traffic control and street maintenance plan for Public Works approval before implementation. 11. MI surveying for public facflities.shatl be done under the direction of a --Washington licensed land surveyor. Vertical datum.shalt be NAVD 1988. For projects within -a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. Horizontal datum shall -be State Plane. Coordinates. 12. The Contractor shall replace, or relocate all signs damaged or removed due to construction. GRADING AND EROSION CONTROL NOTES- 1. The erosion prevention and 'sediment control (ESC) measures on the approved plans are minimum requirements. 2. Before beginning any .construction activities, establish the clearing limits and install construction entrance. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measure5:accvrding.to the ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place until final site construction is completed and. permanent stabilization is established. 5. From May 1 through September .30,. provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through -Apr1130,: provide temporary and permanent cover measures to protect: disturbed areas that will: remain unworked for two days or more. In addition to cover measures, the Contractor shall: • Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. • Stockpile, on site, enough cover materials to cover all disturbed areas. 7. By October 8, seed allareas that will remain unworked during the wet season (October 1 through April 30). Mulch all seeded areas. UTILITY NOTES 1, AU trench excavation operations shall meet or exceed all applicable shoring laws for trenches. All trench safety systems shall meet WISHA requirements. 2. Place power, cable, fiber optics, and telephone lines s in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights -of -way or easements after asphalt paving. WORK IN RIGHT-OF-WAY 1. When activity is unattended, install a sign with minimum two-inch letters stating Permittee or company name, and day and evening phone numbers. TMC 11.08.140 2. Install barricades, signs, warning. lights, and safety devices sufficient to notify public of obstruction or traffic hazard. Devices must remain until the obstruction is cleared and the right-of-way is restored. TMC 11.08.170.A 3. Maintain access tofirestations, fire hydrants, fire escapes, and fire fighting equipment. TMC 11.08.1ao 4. Maintain access to property adjoining excavation or site work. 5. Preserve and protect all property adjoining excavation or site work. 6. Restore disturbance to private and public property. TMC 11.08.220.0 7. Disturbance of survey monuments and markers requires the Director's preapproval. A licensed surveyor shall replace disturbed monuments and markers. 8. Comply with all state and city laws and procedures to protect public from air, water and noise pollution. TMC 11.0s.210. 9, Install temporary sidewalk or curbramp if permanent is blocked. TMC 11.08.220 10. Cover open excavation with non-skid steel plates ramped to elevation of contiguous right of way surface. TMC 11.08.220 11. Store all stockpile material shall be stored in a safe manner to protect the public. PAVEMENT RESTORATION 1. • Compact backfill to compaction of undisturbed ground or compact backfill to meet City standards. 2. Restore pavement to its original condition immediately following backfilling or when concrete is cured. a. Except for winter or other weather conditions which prevent paving, complete paving, resurfacing, or facility replacement : • On principal arterial, major or collector street within 3 calendar days. • On other streets within 7 calendar days b. For work prevented -due to weather: • Provide a temporary patch. • Provide a construction schedule addressing means and methods to minimize traffic disruption and to complete work as quickly as possible. STORM DRAINAGE NOTES 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, and the current King County Surface Water Design Manual, unless otherwise approved. 2. Mark all storm drain intets with "Dump No Waste" and either "Drains to Streams", "Drains to Wetlands", or "Drains to Groundwater", as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 slope from theedge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that match the side slope. 4. Single family residences constructed on lots created by subdivision must provide downspout infiltration shown on the approved plans. 5. Coordinate final stub -out locations with the Utilities Inspector. Provide a wire or other detection device and mark stub -out location with a 5-foot 2"x4" stake, buried 4-feet and labeled "storm' or "drain". EVA APPROVED JUL 13 2016 City of Tukwila PUBLIC Works NOTE: ALL UTILITES TO BE UNDERGROUND. NOTE: MAILBOX LOCATION, IF ALTERED DURING DRIVEWAY WIDENING, TO BE APPROVED. BY POST- MASTER GENERAL PRIOR TO PLACEMENT. NOTE: THE LOCATION OF THE ESTABLISHMENT NAME SIGN, IF ALTERED DURING DRIVEWAY WIDEN- ING, WILL BE APPROVED PRIOR TO PLACEMENT. NOTE: THE CONTRACTOR WILL CONTACT THE UNDERGROUND UTILITY LOCATE SERVICE AT 1-800-424-5555 PRIOR TO ANY EXCAVATION ON THE SITE OR IN THE RIGHT-OF-WAY A MINIMUM OF 48 HOURS PRIOR TO THE WORK. REVIEWED FOR LODE COMPLIANCE .:, APPROVED NOV 18 2016 City of Tukwila BUILDING DIVISION RECEIVE-7D CITY OF TUKWILA JUN 28 2016 PERMIT CENTER EXPIRES: 4/24/J f - " ./' 7-U44 t !S- i,/ Ape' ZG'VA" '/ e uA,/6 4 ter,) 1 co co tri4'1 CDatA' . v7 co co rn 5 206-859-7034 13 c a) 0 EU-� -ors 41) Z (Is e0 fr. C CD At � u. u, PN: 222304-9019 w ca 00 00 0 z z La CO Le 0 0 oa 0 0o 0 0 0 00 LU 2 f J3 ENGINEER'S DESIGN NOTE: DATE: CONTACT: RE: ADDRESS: ZONING: PLANNING DIVISION COMMENTS October 30, 2012 Sarana International Buddhist Center D12-001, Correction Letter #2 to Revision #1 15241 51st Ave South LDR Planning has reviewed the above building permit and corrections are required prior to issuance: 1. The City has reviewed the arborist report that was submitted to the City on October 23, 2012. Generally, the arborist report is acceptable; however, there are some issues with the current science that is being applied to the project. The recommendations provided are not consistent with current science for tree root projection. Current science recommends that a critical root zone of 1.5 feet be maintained for every inch in diameterfor a protected tree. This would require that 55.5 feet of area be maintained around the cedar tree and 37.5 feet be maintained around the fir tree. The protection area,including installation of the grasscrete, should be expanded as much as possible to allow for infiltration See the attached marked up sheet, which expands the recommended critical protection area recommended by your arborist. This area should either be grasscreate or should be undisturbed. Please note that the civil plans will need to be updated to reflect the installation of the graogrelans we can ensure that all parties have a clear understantitag of whatneeds to be completed. 2. Note: The City will require that an ISA-certified arborist be on site when any work is occurring around the critical root zone. The ISA-certified arborist will also need to be on site during the soil restoration. 3. Once you have resubmitted, the City will work quickly to get all Departments to review the revised civil plans, provided all applicable code requirements are met Once this revision is approved, you should be ready for permit issuance. • •A • 1' 4 • 4 A T ! • • • renongonnea 182. • r rimw.w�y...r..• �• .••f own 9 lA Y/ r • . `�...- While every effort will be made to ensure a high quality brand of "grass-crete" is used and that proper installation is made of the "grass-crete" areas shown on this sheet, the stamping and signing of this plan sheet by the Engineer does not warrant that the use of "grass -Crete" pavement will provide a level of satisfactory pavement service which is equivalent to regular asphalt pavement, as originally proposed. "GRASS-CRETE" REQUIREMENTS: I. The Engineer to approve layout of "grass -Crete" areas prior to installation. If the asphalt pavement is installed prior to "grass-crete" installation, the Engineer will approve the paving limits of the asphalt to ensure correct locating of "grass-crete" areas. 2: The Engineer to approve the brand and type of "grass-crete" proposed by the Contractor prior to installation. 3. The Engineer to approve the installation directions for the "grass -Crete" as supplied bythe particular supplier of the "grass-crete" materials. 4. The Engineer to provide Special inspections, with reports to the City, of the base placement, topsoil placement and "grass-crete" panel installation. He will also supply to the City for approval the grass mix and spread rate to be used in these areas. 64-6162102) . ..:, -^— . • .._• --- ninInt "GRASS-CRETE"AREA LAYOUT FOR PARKING AREAS AO 7.fstA& . L' '7 s ` 7E /,47 Jtt S /4 M/ix1 j$ r'•' p 'L' /A'$ i2I A' .13 PO gods /24 47 A • •.; REVIEWED FOR CODE COMPLIANCE APPROVED ' NOV 18 2016 City of Tukwila BUILDING DIVISION • .00 T i r E. LI %n J . 9.., k.. CITY OF T Use"WlLA JUN 2 8 2016 PERMIT CENTER APPROVED JUL 13 2016 City of Tukwila PUBLIC Work. [EXPIRES: 4,/24/1../ 1? 06 .7ustr ,/ COORDINATION NOTES ♦ erra No. 12" / THE FOLLOWING NOTES SHALL SERVE AS A GUIDE TO THE CONTRACTOR TO VERIFY EACH CONDITION WITH THE PRODUCT , MANUFACTURER OR SUPPLIER, AND / OR LOCAL JURISDICTION FOR THEIR REQUIREMENTS PRIOR TO SUBMITTING A BID TO THE OWNER OR PROCEEDING WITH WORK. THE ITEMS OUTUNED BELOW ARE NOT INTENDED TO BE AN EXHAUSTIVE ANAUSYS OF ALL POSSIBLE AREAS OF CONCERN OR CONFLICT, BUT RATHER TO -SERVE AS THE BEGINNING POINT IN IDENTIFYING COMMONLY OVERLOOK AREAS IN THE CONSTRUCTION PROCESS. 1.- REVIEW MANUFACTURER'S PRODUCT LITERATURE FOR INSTALLATION INSTRUCTIONS UNIQUE TO THE PROJECT CONSTRUCTION TYPE. a ) HVAC. EQUIPMENT AND DUCTING b j RECESSED AND SEMI -RECESSED UGHTING c ] ALL EXHAUST FANS AND DUCTING d: J:. BATH TUB AND SHOWER ENCLOSURES. E) RECEPTACLE BOXES (TV., TELEPHONE, ELECTRICAL AND PLUMBING lipeRbiNATE WITH THE FOLLOWING UTIUTIES AND COMPLY WITH LOCAL JURISDICTIONAL REQUIREMENTS. a j .GAS UTILITY b ) _TELEPHONE UTILITY c ) CABLE TV. AND UTILITY d ] POWER UTILITY e ) TRASH SERVICE f ) LOCAL DISTRICT FOR WATER, SEWER AND STORM 3.- THE FOLLOWING ITEMS SHALL BE DESIGN BUILD SYSTEMS AND SHALL BE APPLIED FOR BT THE CONTRACTOR ATA LA I t tH DATE. THE CONTRACTOR SHALL PROVIDE A COMPLETE SYSTEM TO THE OWNER WHICH COMPUES WITHALLJURISDICTIONAL REQUIREMENTS. a ) ELECTRICAL b }:PLUMBING c }MECHANICAL / HEATING :. .-cOLEIRE SPRINKLER L GEN cD IfiCXJND t4Nrf1; igC4e 3Er REOAR. AND CAP PouNo.gezvvz AND c4P • CI POWER /L io/Ei w . 0 4/—Pair(' r OLE . EB WA.7'Eti. meraie cArcH Asix' eit,t44 r)/4,41N .1Y1,4NHOL,E C SANITARY E.gtAigg 14AHHOLE r C mgg, /71YC7g4Nr' . . - N W47'E c' VALVE - — ,v 1•IAiAp 1 1NE .'. --ONU -- evaght 1O,' .. � ' • --or -- cvagWaaoralzpiiewg OVZigH041,s C aLE -vim . _ • Cf•IAif,/LI Nx. P NC GONCR67"E' W44.t. (o(ft %). -,,e LEER /ES • (iqaw): [ c©Nc2Era StJ PACE A:_5/:H.41,,7 pAV/ivG. • CapAR pF 00t.)6 G/S,S rig • 0 tti tti oicio \„ 1,4,41 •'•.J U l< ram• -� �.,; r�o� •.+.-,.....- r coz..L.ECr/oN ARgA MW��,, _..•r yc/Ae7' ' -- /2ECYCLIA( �--^ . INTE IA7ioN4C. 7gsFP/C 5/atIS. _ jONtr WAY TRAP- 1 Zt r "`--•....».,..-♦,�. 'ire/ "•� �~ Qr 43 5EE 51-IT. # A- t• I 15247 51 u. AVENUE S. TUKWILA WA. 98188 BASIS OF BEARINGS ACCEPTEDA BEARING OF NOO 54'39"E ALONG THE EAST LINE OF SECTION 22 BASED ON FOUND MONUMENTS PER SURVEY FOR SOUND TRANSIT LIGHT RAIL BYL.IN & ASSOCIATES AS RECORDED UNDER KING COUNTY RECORDING#20100120900002 VERTICAL DATUM & CONTOUR INTERVAL gE.9ID4Ncg N89'51'13"E ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY CITY OF SEATTLE SURVEY CONTROL DATABASE. POINT ID NO.93V-513, THE POINT IS A BRASS NAIL IN CONCRETE IN MONUMENT CASE Al' THE INTERSECTIONS OF 8 144TH STREET, MACADAM ROAD S AND 51ST AVENUE SOUTH. ELEVATION: 160.180 FEET (48.823 PNE1'ERS) NAVD 88 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. ,M�„. —.. .-.c --��±•... .,, f4tl+,1��y7, 1 1-rt.:*: In ‹.-rct..<��%a.i'S.�?`a�.._ _+�='-�.�1�-4iy`.TI��O�Ii��rV I�CG.:'�1.3 X TR ,}}•.�¢�•. .1 /••' :.ter• ,p , •` 1 ,-id: '," a- • • . 'No cone. caziis• ; s . , • a 4,_ ,..•,., -4 • .. ..r ..•...----. M r ®•- 1 low p4.7"06,I..G./C f/.dL/p6 AREA 7) rf. "--'",x -=._ ..�"'...� /5/..PG5. 5l C, ei!/EwE4 tic *I2E klarg NEgDED ,e AL.L eXTEX2/Q/ L/ 10HrIN 5kd LL ISE I-1/Q H efFICACY SR 7 -L. IQ .H7 • () 1-0141NAlt2CS • g ct • Exr: PGLsr L IQHr`61 Hr) (4-) GENERAL NOTES ALL WORK SHALL COMPLY WITH IBC-2009 AND WITH ALL LOCAL CODES ELECTRICAL CODE IEC 2ODe MECHANICAL CODE IMC 2000 PLUMBING CODE UPC 2Oo' FIRE CODE NFPA Ei•1 el2CY Wst<C 4ecite7. 20o / DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO NOTIFY OF ANY DISCREPANCIES. IF WORK STARTED PRIOR NOTIFICATION, THE GENERAL AND THE SUB CONTRACTOR PROCEED AT THEIR OWN RISK. PLAN DIMENSIONS ARE TO NOMINAL FACE OF STUDS, FACE OF CONCRI_ 1 E WALLS, CENTER LINE OF COLUMN GRIDS, U.N.O. VERIFY ALL ROUGH - IN DIMENSIONS FOR WINDOWS, DOORS, PLUMBING FIXTURES AND APPLIANCES PRIOR TO COMMITMENT OF WORK. VERIFY SIZE AND LOCATION AS WELL AS PROVIDE ALL OPENINGS THOUGH FLOORS AND WALLS, FURRING, CURBS, ANCHORS, INSERTS, MACHINE BASES AND ROUGH BUCKS / BACKING FOR SURFACE MOUNTED ITEMS. r rr wr•. TI'Y'"o itifS EASEMEtx__ --- 10' SEWER EASEMENT PER AF#2008041600075 32' `GGTt?E c�• ��' ', -�,• unr y �.�N ... - -_._ x ,�--- ,: y108 /4-o UrIL I rY _ N185.33 24 W• SOLELY AS A CONVENIENCE TO THE OWNER AND CONTRACTOR THE DESIGNER MAY INCLUDE DOCUMENTS PREPERED BY CERTAIN CONSULTANTS AND/OR VENDORS (OR INCORPORATE THE RECOMMENDATIONS OF SAID CONSULTANTS AND/OR VENDORS INTO DOCUMENTS PREPARED BYTHE DESIGNER) WITHIN THE SET OF DOCUMENTS ISSUED BY THE DESIGNER. IT IS EXPRESSELY UNDERSTOOD, THAT BY SUCH ISSUANCE, THE DESIGNER ASSUMES NO LIABILITY FOR THE SERVICES OF SAID CONSULTANT AND/OR VENDORS. THE CONTRACTOR SHALL FURNISH FULL TIME CONTINUOUS SUPERVISION . THE PROJECT SUPERINTENDED SHALLREMAIN ON SITE THROUGH THE TURN OVER DATE OR THE COMPLETION OF THE PUNCH LIST. INMEDIATLY UPON COMPLETION OF DEMOLITION AND PRIOR TO STARTING THE NEW CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND ADVISE THE DESIGNER OR DESIGNATED REPRESENTATIVE OF THE DISCREPANCIES IN ANYTHING THAT ARE SHOWN IN THE DRAWINGS. ANY FAILURE BY THE CONTRACTOR TO INFORM THE DESIGNER OR THE OWNER OF ANY DISCREPANCIES MAY RESULT TO THE DENIAL OF CLAIMS FOR ADDITIONAL COMPENSATION FOR EXTRA WORK. PROTECTION : SAFETY BARRICADES, FENCES, TEMPORARY WALKS, AND SIGNALS SHALL BE ERECTED IN COMPLIANCE WITH THE LOCAL BUILDING CODES AND POLICE REGULATIONS. THE PROJECT SHALL BE CLEAND AND IN WORKING ORDER PRIOR TO ACCUPANCY 2'-0" TO EDGE OF CURB SIDEWALK OR END OF PARKING STALL 7 erd 089,4,0 rr r —TS0 rr —106— ••-__- PP/YeICAL. 15bAR'RIER SEE. -sh/r.#4-/.1. . e FOUND 2" BRASS DISK W/ PUNCH IN CONCRETE IN CASE DAWN 0.6' t%ti 40. or • -128.4&t 129.67' RIM. The, Wor; City 26)(26x5Dorris' CwNC. CdL a", L/Q/ 76 @ The t desig drawl SSW • and 127.O1' Ritr sti IM•* 'Fl7�6S' 4 RIM ,'�' .109.71' • • ' •. •�• 40' Final the Date: 5 Dep tanda: ions w SEPARATE PERMIT REQUIRED FOR: annumbing PIPing City of Tukwila BUILDING DIVISION SITE SURVEY & MAPPING, INC. 10115 214TH AVENUE NE • . . REDMOND, WA 98053 - PHONE: 425.298.4412 FOUND PK NAIL W/ . ILLEGIBLE WASHER )1( ,•u,1 x !# S FOUND REBAR AND "i9429" CAP • plan4 have been reviewed by the. Pu rtment for conformance with cu ds. Acceptance is subject to erro Lich do not authorize violations- of. ed standards or ordinances. The responsi ie adeq(iacy of the sl n rests totally w he • ...� r• ,; �er. Ad4iti LAM Irirons to the i : ; ' ., _ }� �.r.. .may .,�'"�`-• ='•" •'. Igs aft tl date will void this acceptanceITT <I. I!n~��. ill req ire a resubmittal of revised drawings; } =rf {`odn �jj� bseque t approval.. :.�! •`:J arrantanrP is subject to field inspection by �~ :� h. . ST r .c S166MSi 7 • : S t nx 57 4 I6STtt _ ST. ! OCCUPANCY GROUP: CONSTRUCTION TYPE: SET BACKS: FRONT:" 74. of .• THAT PORTON OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTIjEAST ou*TeR OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.. IN KING COUNTY W SHINGTON, LYING I;IORTHERLY OF THE RIGHT OF WAY UNE OF LTIHNEE.RENTON THRE TR' E POINT ROAD AND EASTERLY OF THE FOLOWING DESCRIBED BEGINNING AT THE EAST 'QUARTER CORNER OF SAID SECTION 22: . DTHISETNACNECENO075H2075.01404ET" lit,:EST ALONG THE Eilp-WEST CENTERLINE OF SAID SECTION. A: , i ..,___L7!... zmii ..,1,12s 3..„:_ zi..;H4NcRC:151518:0s:DLIIT..i4NHIE6.8.15'01,' EAST 248.60 FEET TO THE TRUE POINT OF 'BEGINNING OF SAID _.... .._ ....._,..7.:XiontCE.,,PoT Ti.HA T PORTION LYING VOTHIN 51ST AVENUE SOUTH, . - 7.- . 4--:: h,•7.. \.....114y:.;if .....ua.--- -1.: sr blic Works utilities inspector. • es- ocus , ' ' as t. .A 1 (1 ai e- --: • . - ="" ..*-As".. '•'......*'''':::;.3. • 6 sr Amor VICINITY M AMA/NINO Ma.. -a" cab*, leOCIC OVEAZ CORRECTION LTR# swert PiPE. TO wing 2 HAW Argo e. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 1 0 2012 City of Tukwila BUILDING DIVISION 14 oo • c. RECEIVED CITY OF TU.KWILA PERMIT CENTER PROJECT DATA P1s.- r-vit:* approval is subject to errors and omissions. koycival•of construe:ion documents does not authorize pliroveci Field Copy and conditions is acknowledged: • City Of "IlikwIla OWNER: A/ZA1�t, 71,11"E.E N s ir• PROJECT ADDRESS: . /57 •/�7'. AV" .✓�' . PARCEL #: ' 2Z2 04 �-9c/'3 ZONING: L P R, , SCOPE OF WORK: Cc W5rIwcr/ON OP A NEW ©III ,�T i '( F3UI1 'IIslGr ovate C f (3u ?p cowc. 5LAPs with/ NIP goopi ves/Q riuttr wi7'N per,-1--LAHCJP7: TR2v5.5e5 _�, E3l11z•bl1`lcr WILL. OE CIS , . ,A EoD, 1 r o 0 Ce NI til PROJECT - PLAN ., • I PAW /Ca - " c3' 1 Q" r1 et CeNC er• 4 0 bkJ/ 1AW ACC�✓5. • 4 b • ,L eA T'ACCEsS GATE a'IVCL C6Il '1g PLAN. // n / 0" TIMooa eaST W-E3EdM WO. SLCcK . p.,F'AM OE.JARD2A/L. r .51e?x 2nPtJTi4 i'i /-/EAD [3©c.TG12 /8'x//2"HEX f/6AOtLg-.4Nfl HEX Ui W/24/L, ANGN02 vvQ ...vi es (1NAElZ L3DLr HEAT NUT .. 61. 3" 5EE t3'1 le /0 Nc37 5 -N- FACE OF GUARDRAIL 4cgx14' 4tlp : aLocg. FACE OF GUARDRAIL -a._ C6.82. 17.5 3/4" MIN. LENGTH 1 TYPE 1 e - rr I I TYPE 2 FACE OF GUARDRAIL --Z` HMA OVERLAY r ANc Horz /ELT L jet/ NCNoR /Arc.. 1`I 1rvA5NC2 PL AN r 1 • f,1 -TAN • ACG�rjr1. CAgrAccC 9 C.4%a A!✓GA/€'3g GAeLL- _ EiV s��T/oN / ►r 4-e' a• t/ EIVCLOSUAZ FOIQ If 1ATTACFIT? FZC 1401.4-`C1 • • 1I 11 - 4L EVAr/OM ,SCALE l 2 -- I f-D J1 -'3 rt ,xl$ T Ar PST. -2x6f /M@ 7'OP 2x4 Top PLATE 1 2 ee t JMPErc RA/L. gXele u6• C , 1-1/ e 007"11 /D# :- Ex /4 43,J1-1PEl2 RA 11- z.. 4 . 1 \ 2-2x4 1377.1 F'LT. 4 14C PAL) . 4i4- COL.LE.CT/OAI WASTE idECYGLlAtG eEcr,cw. A 4LE //2''= / /O r ANCt-1cs:$2 £ /M/ r (CEP 5 NoT ') . >, I NOTES 1. Anchor plate may be constructed from %" plates welded to equal strength and dimensions as shown. 2. Eight 5/8" x 1 %2" machine bolts with hex nut and washer. Place washer on face side of rail. 3. Outside nut shall be torque against inside nut a Minimum of 100 ft per lbs. 4. Toenail bearing place with 10d nail at corners to prevent turning. 5. Anchor pay limit does not apply when anchor is Included in a Beam Guardrail Terminal. 4SS'A t4 Q JAI D/CA/L ANCHOR., N•i 5• FACE OF GUARDRAIL Z_ 5/8" CARRIAGE BOLT W/ HEX NUT & POST BOLT WASHER IN 3/4' HOLE FACE OF GUARDRAIL PRE -DRILLED HOLES FOR FUTURE GUARD- RAIL RAISING I INITIAL INSTALLATION 0 FACE OF GUARDRAIL --? T TYPE 1 ALTERNATIVE FACE OF GUARDRAIL it C6•82 • 12'-53/4" MIN. LENGTH RAISED GUARDRAIL BLOCK FIELD DRILL NEW 3/4" HOLE FOR 5/8" BUTTON HEAD BOLT err 1 I EXISTING GUARD- RAIL POST BEAM GUARDRAIL RAISING FOR HMA OVERLAYS I i TYPE 3 \.. 5/8' CARRIAGE BOLT W/ HEX NUT & POST BOLT WASHER IN 3/4' HOLE HMA OVERLAY FACE OF GUARDRAIL Z� SEE NOTE 6 SEE NOTE 4 TYPES 1 & 2 5/8' • 18' BUTTON HEAD BOLT W/ 7/32' OVAL GRIP & RECESSED HEX NUT TYPES a4 5/8' • 25' BUTTON HEAD BOLT VW MY OVAL GRIP & RECESSED HEX NUT OR 5/8' ROD THREADED BOTH ENDS W/ HEX NUTS 5/8" • 1 1/4' BUTTON HEAD &PUCE BOLT W17/32' OVAL GRIP & RECESSED HEX NUT (EIGHT REQUIRED PER SPLICE) -r I I RAIL ELEMENT RAISED ` I TYPE 4 1 3/4" POST BOLT WASHER - FOR TYPES 1 & 2 ONLY TIMBER POST FACE OF „-� GUARDRAIL ASSEMBLY DETAIL -ROTS. ANCHOR PAY LIMIT 1 (SEE I NOTE 1) TERMINAL PAY LIMIT (SRT SHOWN) (SEE NOTE 3) 1 SE NOTE 4 VARIES (SEE CONTRACT) 1. When required by the Contract, a Snow Load Post Washer shall be used on the backside of the post (in lieu of the 1 3/4" Post Bolt Washer) hind a Snow Load Rail Washer shall be placed on the face side of Beam Guardrail Types 1 and 2. Snow Load Rail Washers she not be Installed on terminals. 2. Rail Washers, also called ed ''Snow Load Rail Washers" are not required on new installation except as called for in Note 1. Unnecessary Rail washers need not be removed from exist- ing installations, except those on posts 2 through 8 of a BCT installation shalt be removed. 3. Beam Guardrail post spacing for Types 1 through 4 shall be 6'-3"on centers. 4. Timber blocks shall be toe -galled to the post with al6d gal- vanized nail to prevent block rotation. 3. For post and block details, see Standard Plan C-lb. 6. Men "Beam Guardrail Type - Ft Long Post" is specified in the Contract, the post length shall be stamped with numbers, 1 1/2" min. high and 3/4" wide at the location where the letter "H" is shown in the ASSEMBLY DETAIL. For wood post app- lications, the letter shall be stamped to a minimum depth of 1/4". For steel post applications, the letter shall be legible after the post is galvanized. After post installation, it shall be the Contractor's responsibility to ensure that the stamped numbers remain visible. 7.. Existing posts shall not be raised. Replace posts as necessary to achieve required guardrail height ONE WAY TRAFFIC CASE 1 SPLICE BOLT SLOTS (TYP.) - 28/32" • 1 1/8' 2 314' "- EDGE OF SHOULDER POST BOLT SLOT (TYP.) - 3'4" • 2 12" TYPICAL RAIL ELEMENT 13'-612' F41/4" 4 1/4' SPUCE BOLT SLOTS (TYP.) - 29/32' • 2' 6 -21/4' POST BOLT SLOTS -3/4' * 33(4' 6 - 3' POST BOLT SLOT 1 \SPUCE BOLT SLOTS - 3/4" • 2 12' (TYP.) - 29/32" • 1 1/8- EXPANSION SECTION R A / /.. hi N Q . NOTES 1. Type 4 anchor required. For details, see Standard Plan C-6c. 2. Post spacing is 6'-3" unless otherwise shown. 3. For Terminal type and details, see Contract Plans and applicable Standard Plan(s). 4. The slope from the edge of the shoulder into the face of the guardrail should not exceed 10:1 when the face of the guardrail is less than 12'-0" from the edge of the shoulder. 6. For one-way traffic, use Type 4 anchor. For two-way traffic, use Type 1 anchor. See applicable Standard Plan(s) for details. 6. When Beam Guardrail Flared Terminals are used on both ends a minimum of 25'-0" of Beam Guardrail shall be Installed. 4• SNOW LOAD POST WASHER SNOW LOAD RAiL WASHER 11/16' HOLE 1/4' PLATE 11/18' * 31/32" SLOT 8 GAGE MIN. PLATE TRUNCATED DOME SPACING SEE NOTE S • Accessible Spaces 44" min.. width_ paved walkway to building entrance. Sign with international symbol of access, 60" min. to bottom of sign. "Van Accessible" sign below international symbol at all van stalls. internationalsymbol of accesspainted on paving recommended but not required) Firm, stable (paved) surface sloping not more than 1:48 Walkway stripes painted on surface to discourage parking violations. Vertical•clearance for vans is 98" min. CiRNn £4 VEL. fOCKC, /Y I" 1 '.`` 1&2 NOTE: See Page 2 for detectable warnings. Flared sides 1:10 max. slope @SIDEWALK RAMP O E TRUNCATED DOME SECT ON O SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE 8`-0" min. Van space Plan View Flared sides 1:12 max. slope ()ALTERNATE RAMP FOR ()REQUIRED SIGN) C EXISTING WALKWAY ONLY 4'C E I V E D • X 8'-Ualn Standard 5'-0" min. / Full length of parking space 8'-0" min. CURS RAMP. LA1DI G. PASS. THROUGH ORV .LAONAY INK NAX. A led' 2.40' Ole' C oAr 1297 D O.T 1.411 E 0.2' TRUNCATED DOME DETAILS RACE AT BACK OF CUR! ONE SEE NOTE 2 CURE AND OU TER 0 00 CETECTABLE1HMrere10 SURFACE • SEE NOTE S Nit - ALL AP .W.ATLOHB LAJOSAQ PASS-TtMMOUGH OR WIMPY DETECTABLE WARNING SURFACE DETAIL Sign white symbols and fetters on blue . background . International symbol of access "State Disabled Parking Permit Required" "Van Accessible" see site plan for location Install one sign at head of each designated' accessible parking. stall CITY OF TUKWILA SEP 2 1 2012 PERMIT CENTER 84..•ACK 7Z7Pra4 &'gPACE 0/Z4/N4GE' • 2"LAYe2 0� oAA/NA0e NAfl.• ,RANG //,etb 17 OND/ 1V 5'dIL 11 111 5i111 dos 1:7-#.mtzerer) / E D, 4/f-/ :r At'Pfzova*pt l 4l2roa"• 11 APPROVED OCT 10 2012 City of Tukwila PUBLIC Works cPikbh C bge8/0I::16e) . REVIEWED FOR DE COMPLIANCE • APPROVED OCT 10 2012 City of Tukwila BUILDING DIVISION NOTES 1. The Datectebie Warn; hhtp Sokol shell Merit the Ad Wit of the cu1b Temp (exclusive of lams) or the tamp. 2. The eta cite Detectable Wank* Surface steI be plead song the beck tithe cab lbs. S. The rows d bum:Med dorms h a Delectable Waring Surma shall be waist wNh the dl scion dated chair travel 4. Sea Standard Plans for skimsM* and cub ramp Maas. 5. If a curb is not present, plea the Dstecat4e Wiring Surface st the edge d the pevernend. C. If a curb ramp is required, the baton of the Detachable Warning SUNOCO must beat the bottom of the nom end within the required datum tram tall. .... ....... . REVISIONS :° , DESIGNED 1I J 4 .DRAWN . 1 � Q PROJECT $4I 4/s/4 /Ha -RAM avoohlisr 15247 516TAVV's. PLAN J1CLoscl2E rTAILS ACC ESS1OLE 5PAC�'S, ,e0C1G EII Y .6AR2 I6".1c ELEVATION NOTES IR 1 1 IIIIlWRS!IIIIff IF 1. 1 IIIL 1 1.111111113.111111M11111 WrilliliglinSIMINIMIIIIIIIIIM1111111111111111111111111111M1111111111MEMIIIIIMIIIIIUMMINIIIIIIM11111 0111111111,1114-0111111111.,Sil IT LT r IlinAliMIMMUM11111160111111MIIMIMIIIII MI 1IIIlI1I1RfllfttlllllltfltUfllluhllflhllliHlllhlllllllUflffhlffffflIIIIlI1I Hammaiminnirm 11111111111111i1111111111111111111111111,1111111111111111111111111111111111111111111111111111111111111111111111i i 1111111111111111 111111111111111111111111111111B multimulmumm 111111111111111 I 1111113111111111111 1111111M i 0 11111111W 11111111111111N WIL11111111111111111till II mum 111111111H1 111111111111 111111111111 1111111110111111 t111 11- 11111111.1 a EINI • II • It I .1* JL 11, • II. I WII.l L 11 411 to it 11111111111111111111111111fi11111111111H1111 11111111111111111111111111M111111111111111111111111111111111111 11111111111111111111111111111111111111111111111111 1111111111111111 W1111111111111 III 1111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111M11111111111111111111111 111111111111111111 1111111111111111111111111111111 IUllhIHIIIU W11111111111111111111111111111111 11 I 11 1111111 11 1 111111 immigitymni Hill 111111111M11I 11111111111 IJIIIIIIILIL ,taliffill se r •111111111111111111 11111111111111111,111111111111111111111 mumummitteumnumminumliamiloalitmlinb._ . , ....taililliMINIMUMMIMILMIIIIIIIIIIIIIIIIMINUIMIIIIIISMIIIMEIMEMIIIIIMINIUNIUMMIMMINIIIISMan_URib..: - ,...10=1111111.1111111MIUM SISIMMIISSIMISISSIMME I [ . 1 lbh, ,411111n=1111111111111111= ll 1 I 1 I I I It I 1 MI 10 1 I I [ I I ___1 11111111111MEMIIIIMIMUll III 1 I I __I 1__ __ . , ...4 /1_A11l1t1R1IS11S11E11MIMIMBUE IDM I AR11M1I1 N 1 111E1 IN0M1E11 I1M11M2111U•MM11111IN11111N111H E111IM11s1m1111a111M1M111rI1aEuIm1Wm M111111N11IF1uNW W •m tI. II II I III l LA 11 1 11 1 i I 11 1 t 1! I ( 11 1 U f mOvM na am1i1l1"im"1"m'"i'me """Hun ma im p 1 r f / 1 llnaliill11111M0irEATniiis 11111111ti 111111111MMIS 1811111MROMIll qiigrll mummymmi Hamm 11411 ufni I1 llumummaimum 1.5!111,!111.1!' 111 IIlflfflU1 ''1111 1 10M NEINIIIIIIM . 11‘ 111 1111111101111 M11ilii l i1 fliMIMMUNIMBIIMEHMIMPHIMMI111111110111flill 111 21111lngll111111rM11111111E11illi1111111111111 dil111f111111FFHHIIIMIL1111.EPAM sunksmignutemaii•liosimmainis 111111111n ink _MIM_ INE1111 imumwooll Willfallinfili1lininnlillnill11111111111111111111111HNIMMEb... U11111M1111111111111MIUISIMIMISIPA1 1U111111/Altra 1 imam Millitillini NM ffi---- 11111111 IMOMMEMMI.1111111111111 WISIIIIIII D Ill 01111.111MWSILIMMINIMPI MiffirMig-14 -41-11111 Ti iiiiiiMisurnoimuunimummouffiSSMIEURIMMEILIatiolitit wimi ITIMMM1111111111111M 11111111 111111111111111111111111111111 11111111," Ilysintdinur 111111111111011111111111111111111111111 '''' mmummommumu poi flj 111unimumatumugiumw llllhllllijh1 MIMI „„„„„. u 111111111111111 1111111111111 MIS 1111 yexgi•cn I1111111 Min 1 I MI 11 11 Ill IBM 11 PLANT. •01-AcIC R'COF 1111111111111111111M111111111111 1111 111111111111111111111111 11111111 111111 :Ill 11 111111 I NIL mil: PLAI-17-4gZS . • • ,...darl1111111116., 1.11 - I - 1-1-!1- ILI 1I 11 1 IL 1111 11 \ 1 _Aget F • bib_ __AssimanomimumutrityliminVowuteu "Rit 1141411111MILINS VERIFY WALL. NAILING AND HOLDOWNS PRIOR INSTALUNG SIDING. 0 CAULK ALL EXTERIOR JOINTS AND PENETRATIONS. a PROVIDE CORROSION RESISTANCE FLASHING AT EXTERIOR WALL ENVELOPE 0 PROVIDE FLASHING AT ROOF PENETRATION USE WEATHER STRIPPING AT ALL EXTERIOR DOORS. • 0 PROVIDE CONTINUOUS ALUM. GUTTERS .AND DOWNSPOUTS @ ALL EAVES. ARCHITECTURAL COMPOSITION ROOFING OVER 15# FELT, OVER 7/1 6" APA RATED SHEATHING (24-16) (1/ 2" CCX EAVES) 0 TRIM BAND AT AREA BETWEEN DIFERENT SIDING MATERIAL ®WOOD TRIM (0 WINDOWS, DOORS, CORNERS, WITH 5/ 4" x 6" OVER 7/16" OSB. SHEATHING W/ BUTT JOINTS OVER STUDS. CAULK SIDING GAPS WITH LATEX PRIOR TO PAINTING Co) PRIMED AND PAINTED CEDAR SIDING OR HARDIE BDS. SIDING. OVER 7/16" OSB. SHEATHING WITH BUTT JOINTS OVER STUDS; CAULK SIDING GAPS WITH LATEX PRIOR TO PAINTING °PAINTED METAL INSULATED ENTRY DOOFI STYLE SELECTION BY OWNER EXPOSED AGGREGATE CONCRETE • INSULATED VINYL WINDOW U - 30 ()DECORATIVE GABLE END VENT.WITH WOOD SIMILAR TO WINDOW TRIM USE 5/ 4" x 10" FASCIA WITH 1" x 2" SHAKE MOWING • flenumaisiminimmffirow- /ti• OMOR AI • NOI.• lo••••ram..••• WM 41.0•14110 11/fl AIM& MI II fi9 1 1 111 --441 1111 - _ billifilli VON111111111111111ail 1.1111• VIM, a VI Mal MIVOSIVOINVVIVIVVIRIMMIIINVIVI 1111111-11001111111111111-119111fita IIIIIIIIIIII ileum mi mini IIII 1111111/1111,1111111111111111i1D11 p ill NIII MIMI] 1111 iiiiiniiiiiiiiiiiill i III 'ill1(11111111111111111.111111111111111111111 I III 1 C.4L Xet Lep " EVIEWED FOR cODE COMPLIANCE APPROVED `1 OCT 1 0 2012 City of Tukwila BUILDING DIVISION .541 :*.51_HILAIZ) RECEIVED CITY OF TUKWILA SEP 2 1 2G12 PERMIT CENT1:-;:i !EXPIRES: 4/24/' _r•tP / w1NDtoW . H .Ct1LA MANUF ? 3‘1) 2 • -- p 11I-; „ 1`�.. 1~RAME • tU si 0 3 4 ki w lU J N. t,L) w i }; 1... 0 N c o k ,. a .z..., t�, 0 5L1�. V'NL Fr,✓ ✓ .32 6"- x 61 4 /20y C> OM . n 11 r/ ✓ ,� 2° gg= 2. 12. (T) ANT" L�r o/ . ,o - n . / Pe OPAe. l +ION /t1 (o11.16t M./A(a) . (F.4c7b rF1N -i,) . VAIL CVlilL� ear .Cpc.P. 2) SLb(SLID1140). Ate+ 60 AZ e ci4 ES ®c,) L.�. E CALL ernes 'lb USS- Lo/Ef-1{,41\11JL,e, . iZ N° Type or • tJo1.N T"y�PV Y ©P0'AZ' 5/ Z Air • a iMARI4 s . W. �) I'i• TN F�LI`1ZY 000R5 Wfi ..5Y OPAE•RATE6 £EVlc ' SN,d L 6E 1..ocArgo e.EA'iatzEs•5✓log -, 4fr, a 5W e" 613 / '' toz.+. FP: cv. IFi rI5 RgAt�GLY p1 NGook4pE LOCKED Zap A 51GN-sTAT/N611 cevaro 067-1AIN Q/NA!.octeg DU/zl/J6 /3,61N6. NR. 41 .. ...._.. © 5 6A, 3e 0. 1 `' WD. „ z PRIVACY I9ti• . IC.II PLAre5.. L AE VEAIZ HAND L.g• . . F 0,I! 01 6t-' 148" %Ala H 4. Lexiverz . TYPE OY A E 51G N . Pin 11-1 CO"197-1*J6P A:.+N 'L' LocJL'e R); - /-Ir .• = ! 1erus . Roam/ P/A1 sfri 5cHE DuL 6 rYPV ,' OFErAT/©N. .51,41 BF L 06g.s m C©h/C • 5G48 5%A1.EC) AND 6t4 7 1l FiN1 pb/. CARPET 8Y IWNaie . . ea4 N6 E PEEL Fidleg •aEliff - CLO 9 LATEX .CV6 Z .pozIME CEILING o 172" *WO. PVEZ. i '1N151-i 621'11- c osS LArEx ©1ie.A2 PK/NE 3A� m Pi'�.G+ P11,11 ii t7 kV .. WAiNOC. r. Z '»T/Z1M 1-fALD/1 G e settm': PLA171 12.. IBC 1004.3 POSTING OF OCCUPANT LOAD. Every room or space that is an assembly occupancy shall have the occupant load of the room or space posted in a conspicuous -place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. �•_e .. • BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 1 t r 4_ Y- �, -. r r �� � : try' �� �z U�.., L. 4:. mr» - �. Nonre ,,, 7tlal '-,� _ _ _ _.t . .. - L Residential, �i?ther'tfiait`:Siiaitle 14'aiiilly . # t <- < „tirtagtie�ertien ',� .-._ n .4 ,?,,,, r.- : a�,s. _ ;A$scthbly •-.-_,::. lniiulatlon , 'MI . Vatae *satin* '. Max; . `:llnsnlatian 1VI d.-Whirl* Roofs Insulation Entirely above Deck U-0.034 R-30 c.i. U-0.031 R-38 c.i. Metal Building U-0.031 R-25 + R-11 Ls U-0.031 R-25 + R-11 Ls Single -Rafter . U-0.027 R-38 U-0.027 R-38 Attic and Other U-0.027 R-38 adv or R-49 U-0.027 R-38 adv or R-49 Walls, Above -grade Mass' U-0.150 R-5.7 c.i. U-0.090 R-11.4 c.i. Metal Building U-0.064 R-13 + R-7.5 c.i. U-0.057 R-19 + R-8.5 c.i. Steel Framed U-0.064 R-13 + R-7.5c.i. U-0.057 R-I9 + R-8.5 c.i. Wood Framed and Other U-0.057 _ R-21 U-0.057 R-13 + R- 6 c.i. Wall, Below Grade Below Grade Wall Same as above grade Same as above grade Floors Mass U-0.029 R-30 c.i. U-0.029 R-30 c.i. Steel Joist U-0.029 R-38 + R-4 c.i. U-0.029 R-38 + R-4 c.i. Wood Framed and Other U-0.029 R-30 U-0.029 R-30 Slab -On -Grade Floors Unheated F-0.540 R-10 for 24 in. (with thermal break) F-0.540 R-10 for 24 in. (with thermal break) Heated F-0.360 , R-10 c.i.(with thermal break)s F-0.360 R-10 c.i. (with thermal break) Opaque Doors _ Swinging U-0.600 U-0.400 Non -Swinging U-0.600 U-0.400 :s;l+e1 ns ` btotta 0oW�rl ., ,, 'Asseby iltaxtU : 'Asembly, Max. SHGC . Assembly Max. U:::Max. Assembly: SHGC Vertical Fenestration Nonmetal framing: all Metal framing: fixed/operable Entrance doors U-0.32 U-0.40 U-0.60 SHGC-0.40 all, OR SHGC-0.45 all PLUS permanent PF > 0.50 on west, south, and east U-0.32 U-0.40 U-0.60 Skylights Without curb (i.e. sloped glazing) U-0.50 SHGC-0.35 all . U-0.50 SHGC-0.35 all With curb (i.e. individual unit skylights) U-0.60 - U-0.60 The following definitions apply: c.i. = continuous insulation, Ls = liner system (see definitions) HEAr 1.0065 - h' ,4T/NG E.QuharlaWr am/ NG prag..r4 1/Lf.)/144, CoMpa/ ENT' VEOCR1PrION II/CLec'Ith U-FACr . Aa2 i'-•F.acre)R. F/4rt.cr FAC7oie (i Che44°) compomEhir eatiP� thyme Fr (GF ccime. Fr ccl:) COM11bNaV7' Hari (E1LFx yF Oa Gf. a/2 c .) • A. 1N/N�,W - Nf~2G COAT iA6D (:J•=AU'.Z) - 14.7 s•F v /32 sF =- I e544 AT•3. GXt26 NFP.0 CEILT•1F1E17(U.-0'20)• `3.2 5F x /610 it -� 32o c /czF/CLcr. R.49 era (u. = 0.027) i • z s:r x 1440 (/ - 11263 a WAL.L.ra . 1Z- 2 91-1Z-10flb5• (U = o. 056) -Z. !o a. F x 1280 4 = 325 E 5LAJ ' . R • 10 PE, fM/rE,2 �� 4S54O,} 24,8 SF x iege - 4.16,, F idrit•ifeArial P457= Zola - (. 018XQ.3S/aj 0,3 Of x 1 Z S&O c •r- = 381 of/Litt. f ieY 1440 HEAMID D FL.R. A2EA DESIC1N 1•/?'c.L0.40(ph}G) l.7OPO f 70 B1•cf t i , S. 53 I:t) A• F. IF ELeC-r. 0y31400/f1•. = SC 4' w . 191N• REC O. 114X • QAE'Qt3. 5/Z 5!Z 1:2111...x I x 00e3 4- 1,0 _ Dt/L x IS 7 6z62 0 . *THIS 1.9 ANEW -SLb . c0N6TwUCT/o/-1 W ITN EL.EC77VCAc. /-(EATNn FUEL 71-10.._ PC/zca'P 411Z. 1-/E.ArmiCr sy5rE.H t+ iLocAT/OAS-! 01-14WN ( L ', PLAN. R URESCENT UGHT CLG: DUPE x OLITLOT - OUPL-EX OUTLET=- W/ ONE- SWITCH DUPLEX OUTLET WATERPROOF: DUPLEX• OUTLET GAWK) FAULT INTERRUPTER :OUTLET (3 WIRE . 220 VOLTS)-. PLUG OUTLET (ONE POLED- TAIL SWITCH (ONE POLE) SWITCH W/ DIMMER f3 SWITCH (3 POLE) „ , SWITCH WATERPROOF -0- INCANDESCENT LIGHT CEILING 1-- INCANDESCENT LIGHT WALL -- INCANDESCENT LIGHT PULL CHAIN - INCANDESCENT LIGHT PENDANT EFP7CAc)' -UGHT RECESSED INCANDESCENT SPOT L LGHT ('1-1O7b CEILING MOUNTED EYEBROW VAPa2 /zETAgo iz s F LCX7,Z 61...dA3 ©/y aiZ4LG Option 2 -Intermittent Whole House Ventilation Integrated with a Forced Air Heating System e Integrated whole house ventilation systems shall provide outdoor air at the rate calculated using Section M1508.3. The delivered ventilation rate forintermittently operating ventilation systems shall be the combination of its_delivered capacity from Table and its ventilation effectiveness and daily fractional operation time from: - o The system shall distribute outdoor alr to each habitable room through the forced air systems ducts with an outdoor air inlet duct connected at the return air plenum of the forced-air.system, at a point within 4 feet upstream of the air handier. • The system shall be.equipped with a motorized damper connected to the automatic ventilation control clock timer: The system shall be controlled by -a 24hour clock timer and shall control the system blower and automatic damper. The timer • shall be capable of operating without energizing other energy -consuming appliances. o At the -time of final inspection, the automatic control timer shall ba set to operate the whole house ventilation..eyster-for...at. feast. TAf++w • i PL. OUfLPIIJIG ,t A - ,� 1440 . eo Ft' C'g AIWA C2) =. 19z - . . Fr . AS ;WV. Fr: - PLANTER - - . v PL,Az4T ,e , $ a•• 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required, The means of egress, including- the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. • .• 1006.2 Illumination level. • The means of egress illumination level shall'not be less than -1 foot-candle at the walking surface. 1006.3 Illumination emergency power. The - power supply for means of egress illumination shall normally be provided by the premises' electrical supply. G ' In the event of -power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components.... 4. Interior exit discharge elements... 5. Exterior landings... for exit discharge doorways... 1 /4GG ptid•FAINT CAS !G 11`l� PVA PAINT: 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.4 Performance of system. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle, and a minimum at any point of 0.1 foot-candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ration of 40 to 1 shall not be exceeded. o TRACK UGHT 'THERMOSTAT -- ELECTRIC PANEL RECESSED © J. BOX TELE JACK WALL I-+ TELEVISION OUTLET DOOR .BELL -MI- DOOR CHIME SMOKE DETECTORS - VENT UGHT. VENT LIGHT VENT WEAL 1 ENT LIGHT Wti . JAL - EiAECTRICAL CONTRACTOR. WORK 'SHALL COMPLY :WITH STATE :AND LOCALISU1LOING COIFS: )ALL` ELECTRICAL AND TELEPHONE SYSTEM: -SHALL BE •DESIGN BUILD • (ELECTRICAL CONTRACTOR SHALL VERIFY ALL ROUGHriNS. AND: SPECIFIC. OF ALL. LIGHT :FIXTURE: AND EQUIPMENT WITH OWNER. TRIM PER. ELECTRICAL COOS:AND tN -COMPLIANCE WITH STATE AND LOCAL CODE -ALA-. *RING-:. SHALL..BE> COPPER, CONDUCTORS- :FOR POWER W WIRING: SIZED #.12 AVSiG . AND #:'I .AWG. SHALL BE 501.10: 'CONDUCTORS FOR .CONTROL 0 #1 BAWL THROUGH #10 SHALL 'STRANDED: CONDUCTORS It AND: LARGER. SHALL BE STRANDED. ARMORED CABLE. (B)4 FOR' BRANCH CIRCCCUITS°WITH MAX, #10 AWG. ARMORED. CABLE (BXj • AL U - VVED FOR UGHTING CIRCUIT . )IT IS :.THE : CONTRACTOR . RESPONSIBILITY TO INVESTIGATE THE PREMISES, To ' 135!ERMtNE; EXISTING ELECTRICAL SYSTEM LAYOUT. R?..SHA- USE BASE BUILDING SPECIFICATIONS - FOR MATERIALS HIP; AWD DESIGN COMMONS . ALL ELECTRICAL OUTLETS , ' SWITCHES, COVER PLATES, SHALL. BE WHITE SWITCHES AND OUTLETS HEIGHTS-ABV. CABINETS TO CLEAR A►CH8. RECEPTACLES : 120 VOLTS►.:SINGL.E PHASE 1:5 - 20 AMP. INSTALLED . KITCHEN, GARAGES, OR OUTDOORS SHALL HAVE GROUND INTERRUPTER • PROTECTION. - A ISS.: WITHIN,. OUTLETS,: ENVIROMENTAL.CONTROL :SHALL BE LESS -THAN 15" AND NOT- MORE THAN 48"'ABV: F.F. ELECTRIC VV1RING -BERUIt S:. 'Exton A± deo, PA : -- -: .: • 1l • EA?10tz LICAHTINCi o 5o /o ALL L.WIAIAIEE5 SM4I Lee {�lGN EFFICACY L111It/A1i2G9 (r1iN.). - EXreoog L•IGt/Tln(G S ALL SHALL 5G 1-iJG/-I EPFiCACY A!-t�i�111JA1�A5�. aj HAROWIRE 111-0 V ; W/ BATTERY BADE UP. - bj CENTRALLY loCA'1'E IN - t� - DOR LEADING TO: cj IN EACH - FANS SHALL BE CAPABLE-70F,S':AIR,-:CHANGES. PER :HR. - VENTS DIRECTLY- TO - EXTERIOR THRi1UGH:::SMOOTH'. RIGID NON- ABSORVENT DUCTS AND SHALL TEt MINATE:: QUTSIDE BLDG. 5' FROM ANY OPENING,( USE BACKDRAFT • DAMPERS) KITCHEN 100 CFM. :BATHROOM 50' CFM: - LAUNDRY- ..... - 50 CFM. >^ N :OAPABL E- OF- PROSIDING -Al- .LEAST. 0.35.. AIR CHANGES HR: BUT. NOT LESS THAN, 15::CUBIC FEET' PF=R .MIN PER BEDROOM PLUS: AND ADDITIONAL -15.. CUBIC`. FEET :PER MINA 1:SIZE 100:CFM. y(-NOISE . RAITING'zu• 1-,5:•SONE-. :MAX--) - MANUAL AND AUTOMATIC CONTROL W/ .24: _HRS: TIMER: t'frra WALL MOUNTED FORCED AIR HEATING lxi?' 1 EgiT ALIri�T. A2A p�5i0OAN� - - REQUIREMENTS At7A MMN5 510N -- MECHANICAL' VENTILATION i__ VINYL - TT60" r '48' 30"I .15t�.,," 1-Al2A WOM1;N5 516N „""TtPa► VINYL o r so» r� 48" - 1I 30►► 1 MECHANICAL VENTILATION ' NTS PARTITION OR WALL GL2AI313AI25 AT t3ACK WALL NTS 5INK PI2CoN-r WALL- NTS C4 A PAPER' TOWEL DISP. 40" MAX. ABOVE FLR 2Q SOAP DISP. . A TOILET PAPER DISP. 15-19" ABOVE FLOOR A- MIRROR -40" MAX. ABOVE FLOOR A GRAB BAR,1-1/2"DIA X48" SS CONCEALED • PLASTIC LAM. OR 71LE BASE ON L.21 MEN & WOMENS RESTROOM (SAME SEX) 48" HIGH EACH SIDE OF TOILET • A -6" PLASTIC LAM. BACKSPLASH VINYL OR TILE BASE EXTEND UPWARD MIN 6" I 4S" ,- aeari, i3A25 AT 5ige WALL •- NT ® UJE occueANcy 5 Al s,° A ALL PG0 t-IS.sJ441 LBE C4,t'.4. Lac' Of AUTbHIATICAL.C-( '7'J/ZN1nl� OFF ALL 77-/E LK'I.4T5 TNT t 11/14. A/ Th AgEA I-IAVE g5' / V4CA7'E7. . 14. r"- REVIEWED FOR DS COMiPLIANCE APPROVED OCT 10 2012 City of Tukwila BUILDING DIVISION RECEIVED TY OF TUKWILA SEP 2 1 2012 ERMIT CENTER . SIOING P E ESE/AT: eninZ 742, E.41W6a.. OV8R. 'egeo a 0/6. rnvvo WI7?1 i - 21 EM-14r9/h G1L. ovER1% "Glu$. letACK W/8L!E AW,4Y P/6T2UC7VZ 4 "i PVC . 2AiN P gATEr) ccw ./EcraT) 70 APPA20vEb D122Ar14. 0 N gei o� .0E.Crli 0/4 .• •• • . III V/Mloo w Ph . LA'I. wp. srC G. tv/TR/p1. WQ4P /NT r/141e1f 7O w//</CoW W/c1WE,. 2x rd R7: :0ILL A7T,C/4EL t 1,44x3"xv" W4SWW Z tg.ginc .c. 1-1Ax.w/2a #xZ p/aca PL . AI Ar LE T / A L.7 16//rijihl P/E.4. ENo cam' 4 "CbNC. SLAE3 t71 ..1z. ..:• 1 I# _/ /4lt/ ii4.Is /L.1 / -- e'Grz4M'z4eHT • 8r cJJ �t41L.C» 1 ;440 e /(" .c. 040 co4r • • GW.B. o,cz 711l0 A50 rag PLAN. ' 4 • / B3ACk`,.-1 i, . t CvM10 t(If tl EV/rt-"-' 1 /1-1((il-' tosc7-70.4 coo.r ate. Lot lines shall be established on site and made visible to verify distance of building ..;et backs the from lot lines, at time of footing/foundation inspection, prior to pouring concrete. A survey may be required to verify lot lines Zd a" t son* oda 7Viim.gatar eViatalaSileri • r e . (16). S7'f'i io . .114.57.4.1.g..0 1111MMPDN •SPgc. _I . '1►`••••„4 �`e -0'4 . 4. 441`'Ila Cc WC. GZ iO.SLAB OVE..e a 1`'i1L &..ACK VIES. evEst? coogsg ewaz C 2r 'AC7`7 �•..., rc1.5-ovr # 4S 24".e 18"c.c. ti QWNDATION � L //4a l-0., P 2/1.0 !Na tL.. . : &WO WWI." . • . 4, :4 .. ,A j a NEC 250.50. A concrete encased grounding. electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of %" or larger reinforcement bar or #4"copper wire, located 'near the bottom of the building footing. (NOTE: 20 foot rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) :4:. t i .. .: •. :.d; �6r�r�771.0-avr �46 4 .4 •:P •fd . d. • a e • ire ow. • t• 4 A 4 Ant 4 d . . • •. • • . • • t Atir FOOTING INSPECTION (RE: Geotech report prepared for this site.) Over excavation requiring structural (engineered) fill shall comply with recommendations as outlined in the geotechnical report. Prior to requesting a footing inspection, the Geotech engineer of record shall verify the soils condition and provide an inspection report prepared and signed by the Geotech engineer. Geotech report shall verify that soils conditions including compacted fill shall satisfy specifications as outlined for footing/foundation construction. Geotech engineers report shall be presented to the building inspector at time of footing inspection. its -19 REVIEWED. FOR �APPDROVEDCE OCT 10 2012 City of Tukwila BUILDING DIVISION A.110N DESIGN IS BALD ON THE P COM EN, . NS IN THE 2006. . FOUNDATION WORK .SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 4 r.• . ALL FOOTINGS TO BEAR ON UNDISTURBED GROUND, A MIN: OF 12" BELOW FINISHED GRADE AND 6" ABOVE -FINISHED GRADE. BACKFILL TO BE THOROUGHLY COMPACTED. FOUNDATION DESIGN VALUES :: SOIL BEARING . 1500 PSF. FLUID PRESSURES : ACTIVE 50 PSF PASSIVE • 200 PSF ALL REINFORCING.STEEL SHALL CONFORM TO ASTM A615 GRADE LAP AT COLUMNS AND WALLS USE 32 DIAMETERS ALL OTHER 24 DIAMETER. SPLICES AT TENSION REGIONS SHALL NOT BE PERMITTED. ALL CONCRETE SHALL BE REGULAR WEIGHT HARD ROCK TYPE ( 150# / CF.) AGGREGATES -SHALL CONFORM TO ASTM C33 WITH PROVEN SHRENKAGE OF LESS THAN 0.05% CONCRETE •COMPR SIVE STRENGTH AT 28 DAYS SHALL BE 3000 PSI. REQUIRED I" HE USE OF 2000 PSI. WITH.5 SACKS OF CONCRETE.( CERTIFIED .BY PLANT) CONSISTENTLY YIELDS 3000 PSI. MAXIMUM SLUMP SHALL NOT EXCEED 4" CONCRETE SHALL BE MAINTAINED IN A MOIST CONIMTION FOR 5 DAYS CEMENT SHALL CONFORM TO ASTM C150, TYPE 1:, CSA NORMAL. ANCHOR- BOLTS FOIL ONE STORY : USE %z" x 10", A307 WITH 7" MIN. EMBEDMENT WITH ''A" x 3" x 3" WASHER AT 6' - 0" O. C. WITH TWO.BOLTS MIN. PER PIECE OF -PLATE AND AT LEAST ONE BOLT WITHIN 12"-FROM END OF PLATE. FOR:TWO STORIES -USE 5/8"x 10" AT 4' - 0" O. C. . MINIMUMCONCRETECOVERAGE FOR REINFORCING. STEEL EXTERIOR WALL, NOT EXPOSED' TO WEATHER-------3/4" EXPOSED TO.EARTH OR WEATHER 1 W' CONCRETE CAST.AGAINST.GROUND 3" SLAB FINISHED. FOR BUILDING ( STEEL TROWELED ) AND BROOM FINISHED ON. PATIOS AND SIDEWALKS. VAPOR BARRIER UNDER SLAB SHALL BE 6 MILL. POLY MEMBRANE WITH :12>, 3't/ERI;APPI DAT 30 I =I'S: rrp. JOuslrb. 9CAt4e /¢J' / LOD $r#4.0 /4 Sr zn 4 s1' t l4R.! 5»/DIOCCPorgaw //PAHDZZ City fOR 2 1 sTt1 p 14 J. _RECEIVED CITY OF TUKWILA SEP 2 1 2012 PERMIT CENTER / x I hi� 1410GC ,E'. CONK:144.5 1C .bony S ZIP 4:942__S'rAV!-'cur: dreaya.514d13 wi6x4p/CD-�!O VitgeOVEZ i' ral .i �,cet. eves2 6 1L. •.t �tjt a ov r�.. e 1f 1G7E17 P .'OOVi[7E coin rZ L. ©jz . - coNarR ucr/cN.JO/?%17 i s1& AS r2W ro /m&4 P vL,4E' INrb 4o0 •Pr. .;i 0,5, gec2'dNGUL 4 z AizE45. 7 SHADED AREAS DENOTE DUMMY FRAMING OVER ROOF FRAMING BELOW. 2. I DENOTES SOLID BEARING UNDER CONCENTRATED WAD 3. SEE FLOOR PLANS FOR BEAMS / HORS. 4. ALL RAFTERS TO BE 2 x 8 H.F. # 2 © 24" O.C. 5. ALL TRUSSES TO BE © 24 " O.C. (TYP. ) U.N.G. 6. PROVIDE ROOF VENTS 7. ROOF PITCH TO BE TYP. U.N.O. PL414. 8. 216,'► OVERHANGS TYP. tg)r EAVES 2' ' OVERHANGS TYP. @ RAKES 9. APPROVED ANCHORS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSS ( PER TRUSS MANFT. ) WHERE APPLICABLE. PROVIDE SIMPSON H-1 FRAMING: ANCHORS AT EVERY RAFTER / TRUSS AT EACH END AND AT GABLE END TRUSSES. 10. VENTED BLCK'G. OVER SUPPORTS 11. CHIMNEY HEIGHT TO BE 2' - 0" MIN. ABOVE ANY PORTION OF BUILDING WITHIN 10'- 0" PER IRC SECTION R1001.6 12. BRACING, ( STICK FRAMED AREAS ONLY ) (2) 2x 4 UP TO 10'-0" LONG ( 2) 2x 6 10f 0" TO 14' LONG ( 3) 2x 6 OVER 14' LONG. 13. PLATE HEIGHTS, MAIN FLR. 9 -O'' TYP. U.N.O. !cite 441 1 14. TRUSSES : 0 CARRY MFTR„ STAMP. o DO NOT ALTER WITHOUT BLDG. , DEPARTMENT APPROVAL • • INSTALL/ BRACE PER MFTR. SPEC • NON - BEARING WALLS SHALL BE HELD DOWN F/ THE TRUSS BTM. CHORES WITH AND APPROVED FASTENER ( SUCH AS STC. SIMPSON ) 15. CONTRACTOR TO VERIFY I cx'.AT1ON OF ALL ROOF', SUPPORT BRACING / POSTING AND PROVIDE ADEQUATE BEARING TO FOUNDATION 16. NAIL ROOF SHEATHING W/ 8d. COMMON @ 6" O.C.' AT PANEL EDGES AND AT WALL .PLATES BLCK'G. AND 12" O.C. © FIELD NOTES: TRUSS ENGINEERING,: TRUSS ENGINEER OF RECORDS SHALL REVIEW, APPROVE 'AND NOTE ON THE DOCUMENTS THAT THEY HAVE FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. DOCUMENTS APPROVED BY THE ENGINEER SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO FRAMING INSPECTION: TRUSS ENGINEERING SHALL INCLUDE SPECIFIC TRUSS BRACING REQUIREMENTS. tt`iC V W1'/LA r70/v 1 P AREA 144v AeaFr VENr,GAr og ' o. (14,da. /I00)14.4 klalei. a Milli 14S`� �...4. t/E 6 3.97 $O JN: PA. 1 P. 58a 47 Lik.R1Cx',E VE. rim 12.O S2.114 P/L.P- * 58g 2• goc,p JAc/G5 vehtv @ 64 4641.w. 0.A = 128 0 ff ff jL!2"xt "G.48L. ' v :Nr@.!a, s9.tniEA. it 160 •. •t T�TAZ -v N7": P/ o1//Dez2 T l404. iW. 20/an '.. f-1EA0E 42..5 ?JIM .WAL:.L,.J 2Kto e1e©/c% wldx&t t gm., :.1 N7:" WALLS _z x 4•@ te , �.../a 8EAMs •. Dp#1. _ '6xJO k PI oP,L. E TRussEs 24-0 ,, 24-£d .tl1AD 7 VV .----_ - t 1.--24'.:01•1- �. • 24'0" 57•0•77z1*5 4* 2.4 "o.c_- ® . Z4 ;ou 6Ai3L6 END. A , 1 2 wry -o fl G'5'W5F: 0 --�_ ---_' Lc>cATE 772ti99 w!Ttl 7// ,» ose, A7TACt,/�� G_ _...,�, ?o Mass c / W/ CGam' 6," 0, c t/Ci2 AaMJP. Izoor s o ID 2:D ROOF FRAMING PLAN GROUND FLR. FRAMING PLAN s'E 06'7 5-1. F rY �,xr. cc>Qrr poA? c©t.tniMk' y g,eia4 /146. 'if* T. e ail iI.Ut.Al2 )14TEZ. FLA5 //I G. - 2x4, 5t�,C. PT: f5Ac14PILL SLbPP AWdy 4' Pyc . Calliiicl 7© APPIZt71/Ep C�+2diris APPROVED OCT 10 2012 City of Tukwila PUBLIC Works ok», (b-1,JA � Ili 4"1,6r00447€0, Pio 1? 4-1/44Ca UP101a'11J28 �dIL . -• .. T TYPICAL ,per' A5S MEILY. iti WW l TEct P..corJHG4 OVER 15 # ' PELT CVO /2 r"ARA RAM O SEAT/iING (24-1la)C!/2"ccx@EAVv) I.V/10d.06110.G.EDGES AI/D 12"©.c.PigLD OVER Pie-HFT.T� O Es@24"o.c. PROV1 Dg 1Z-33 83GowW INsta. • Wrl'tl w nlli • BAFFLE 12"Awe II1tSUL. MAINTA1N1Nty 1" dtk? SPACX P.,4311G.WB. g GLG- -77 . 11'•4FSON H -1 CL.lp 55 Tb 7 'PPL. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 2012 City of Tukwila BUILDING DIVISION C47ed..Ei4. &-ori'•L! ► T' PG.• RECEIVED CITY OF TUKWILA SEP. 2.1 2012 wooc) S7'c'L. k�`T�?t/�-1, PERMIT CENTER . tXlo".4.E3.w/Vx ''xaeP'I. W.45WE2 0. G. CL/.1•4 0) We A•43 . Pglt P/Ec0P PG. Anrt,ArLaA r,, otwa.w17 !NleeraA•Eito 'TYPICAL WALL ,4ssE1�'z L�Y`..._.....- 01Nc PER ELaV• C7v' R veApia k'AME'O SIT 7'f�(/NG (o-o) N4IL Wfibcl g ! ".4._c ..D4a5, 121'0.6". '/Eli.. 7 cc/E 2x4,S7UD5 /�'o• c. 12 - gi . coV2 14//l/24 awe,. W/,{S e7'u ,{'Fc.c, • K d; . ,a - . �;.1111JI1I 1 1 11111111111111 1 ap ,O•J -O� D0 r ta- 111111111 • 1111111 - L - is. � i • ••Y •OV •I�.1 `' EXTERIOR TYP. WALL 111 d"Coic/G. SLAB OV6.Z CvMIG V$•©VE & CRAuuL4t P/L.L.. PROV/l,* 1Z Io,zk,'r/o IN9O1„.. AEOVND ACT' WALL. opTiati/Az. //6// fb/ ./AIST4 t,47. MIiJI1 . J -in 11 Noll I41..L Exrw21(:),TZ WEAT HE'M EX POSA0 ert)R 1.4c, ShIAL,L HAVE W 4TFI/ goei5r 8412*RI R AND 5N4t1,BE Pz..461-,IFD re, .: /-1,4/CE THEM WAtERP/ oP. OX7 / I012 ,17JN7'.� t 4PENINO)0,1A5: . 1"xry4'40Z, W'Nrtztv.15,13Erk /EEN WALL AND OUI`+�t2A77014 WAG»LS AND R_ Gimp• iat. i3E: ' '.•AL..E pie 445KO oR WgA I 'OO 1 .1.' _idx t 'Al!Z LEAfsdrff ' EXPIRES: 4/24/ t:3 2' •f FRAMING NOTES FRAMING CONTRACTORS SHALL WORK IN CONFORMANCE TO ALL • WISHA / OSHA RULES . POSITIVELY NO WORK MAY BE SUBCONTRACTED TO OUTSIDE FRAMING CREWS WITHOUT WRITTEN PERMISSION FROM : EACH JOB TO LEFT IN A BROOM SWEPT CONDITION AT THE END OF EACH DAY. SAFETY HANDRAILS , WHERE REQUIRED , MUST BE INSTALLED AND MAINTAINED AT ALL TiME. FRAMING CONTRACTOR'S WRITTEN COMPANY SAFETY PROGRAM MUST BE SUBMITTED PRIOR TO COMMENCING WORK. SUBCONTRACTOR SHALL WORK WITH SUPERINTENDENT TO CORRECT AND COMPLETE LUMBER PACKAGE. 24 HR. MUST BE GIVEN TO THE JOB SUPERINTENDENT TO REPLACE MISSING MATERIAL OR TO ADD MATERIAL TO THE LUMBER UST. EXCESS MATERIAL THAT CAN NOT BE USE FOR BLOCKING, SHIMMING, ETC. AND OTHER DEBRIS AS MAY BE CREATED BY THE WORK, SHALL BE PLACED IN DESIGNATED AREAS. DOUGLAS FIR AND HEM FIR GRADED IN ACCORDANCE WITH WEST COAST LUMBER RULE #16 4x , 6x, BEAMS AND POSTS : DF #1, Fv = 95 PSI, Fb = 1200 PSI E. =1,700;000 JOISTS: HEM -FIR #2, HEADERS : DF # 1 STUDS : HEM -FIR STUD GRADE OR BE i I ER.. Fv. = 75 Fb. = 750 E. = 1,200,000 Fv. =75 Fb=1075PSI. E.=1,300,000 MANUFACTURED LUMBER, PSL, LVL., AND LSL., SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESERVED BOARD. LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICBO. MEMBERS SHALL HAVE THE FALLOWING MIN. PROPERTIES.: PSL (2.OE ) LVL (1.9E ) LSL (1.7E) Fv. =290 psi. Fv. =285 psi Fv. =400 psi Fb. = 2900 psi. Fb. = 2600 psi. Fb. = 2600 psi E. = 2,000,000 E. = 1,900,000 E. = 1,700,000 . PLYWOOD SHEATHING SHALL BE GRADE CD, EXTERIOR OR STRUCTURAL II, GLUE IN CONFORMANCE WITH DOC. PS. 1 ORIENTED STRANDED BOARD (OSB) OF EQUIVALENT THICKNESS EXPOSURE RATING AND PANEL INDEX, MAY BE USE IN LIU OF PLYWOOD. WALLS FRAMING WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A,; DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH 2-16d NAILS AND TOE NAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH 2-16d NAILS. ; FACE N►IL DOUBLE TOP PLATE WITH 16d C 12" 0.C. AND LAP A MIN. 4' AT JOINTS AND PROVIDE 16d © 4" O.C. NAIL BOTTOM. PLATE FROM STUD WALL ABOVE TO WOOD FRAMING BELOW WITH 16d © 1.2" 0.C.. BUILT-UP POST SHALL BE NAILED TO EACH OTHER WiTH 16d @ 12" Q.C. STAGGER. INSTALL SHIMMING WHERE NECESSARY TO LEVEL THE SILL PLATE OR PONY WALL TO A 1/4". WHEN INSTALLING THE SiLL, MAKE SURE BUILDING iS SQUARE TO A 1/4" EXTERIOR BEARING WALLS 2 x 6 x @ 16" O.C. INTERIOR BEARING WALLS 2 x 4 x _ - @ 16" 0.C. INSTALL FIRE BLOCKING A BATHTUB INSTALL 2 x 4 VERTICAL AT EACH END OF TUB FOR BACKING_ INSTALL BLOCKING @ 48" FROM. FLOOR FOR TOWEL BAR INSTALL BLOCKING © 7' HORIZONTAL FOR KITCHEN CABINETS ANY CRIPPLE WALL LESS THAN 14" SHALL BE SOLID STAIRS : MINIMUM WiDTH 36" MAXIMUM RISE 7 3/4" MINIMUM RUN 10" MINIMUM HEAD ROOM 6' 8" HANDRAIL ABOVE TREAD NOSING , 34" - 38" HANDRAIL GRASPING DIMENSION . 1 1/4' MIN. to 2" MAX. HANDRAIL. HEIGHT REQUIRED .. . . 36" MIN. HANDRAIL FROM WALL 1 1/2" 4" MAX. CLEAR SPACE BETWEEN INTERMEDIATE RAILS =/- FOR WINDING STAIRS PROVIDE A MIN. 10" TREAD AT 12" FROM THE NARROWEST POINT AND A MIN. 6" TREAD AT THE NARROWEST POINT GUARDRAIL, REQUIRED FOR WALKING SURFACES 30" ABOVE ADJACENT GRADE FLOOR FRAMING ROOF SHEATHING SHALL BE 1" WITH SPAN RATING 32 / 16 FLOOR SHEATHING SHALL BE 3/4" WITH SPAN RATING 48 / 24 WALL SHEATHING. SHALL:. BE' -1" -WITH SPAN -RATING 24 / 0 NAILS - PLYWOOD (APA RATING SHEATHING )FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING ALL WOOD IN CONTACT WITH CONCRL 1 L SHALL BE PRESERVATIVE TREATED, WITH 1" AIRSPACE MIN. AT TOP, SIDES AND ENDS. ALL DECKS EXPOSED TO WEATHER MUST BE PRESERVATIVE TREATED. FASTENERS FOR PRESSURE TREATED AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FIELD CUT END, NOTCHES AND DRILLED HOLES OF PRESSURE TREATED WOOD SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4 SHEAR WALL BOTTOM PLATE NAILING AND ALL NAILING AT PRESSURE TREAtED PLATE SHALL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL MAXIMUM MOISTURE CONTENT NOT TO EXCEED 16% PROVIDE WASHERS AND NUTS FOR ALL BOLTS BOLTS HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS 1/16". ALL SILL PL. BOLTED TO FOUND. WITH @ _. Q,C. AND 3" x 3" x 1/4"WASHER INDIVIDUAL MEMBERS OR BUILT-UP BEAMS SHALL BE ATTACHED WITH 1 6d NAILS @ 16" Q.C. , STAGGERED PROVIDE CONTINUOUS SOLID BLOCKING AT MIO HEIGHT OF . ALL STUDS WALL OVER 8' HT. ALL POST OVER 4' NEED BRACING NAILING SHALL CONFORM TO TABLE 2 304. e . t c7 c 2CCD4: ) ALL EXTERIOR AND INTERIOR WALLS SHALL BE EFFECTIVELY BRACED. FIRE STOPPING AND. DRAFT STOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENING. GLUE -LAM : DOUGLAS FIR -LARCH COMBINATION GRADE 24F / V4, OF / DF, W/. Fb= 2400 PSI. BEAMS TO LAID UP IN AN APPROVED WATER RESISTANCE GLUE. GLUE -LAM -BM. SHALL BE OBTAINED FROM AN APPROVED FABRICATOR. FLOOR. FRAMING ONLY GALVANIZED NAILS OR SCREW ALLOW IN FLOOR SYSTEM. FLOOR SHEATHING WITH 3/4" x 4' x 8' T & G. PLYWOOD ( INDEX 32/16 ) ' INSTALLED WITH THE FACE GRAIN TO THE JOIST AND THE JOINTS TO BE STAGGERED. SUPPORT AREAS WHERE CUTS OUT HAS BEEN MADE. FLOOR JOIST TO TOP PLATE WITH 3 - 1 6d TOENAIL DOUBLE JOIST UNDER ALL PARALLEL BEARING WALLS PROVIDE SUPPORT BELOW, FOR WOOD COLUMN THROUGH FLOORS WiTH SOLID BLOCKING PROVIDE SOLID BLOCKING © FLOOR JOIST OVER BEARING WALLS. HOLES BORED IN JOISTS SHALL NOT EXCEED 2" FROM TOP OR BOTTOM. HATCH ON JOISTS SHALL NOT EXCEED ONE FOURTH OF JOIST DEPTH. JOIST SHALL HAVE A BEARING OF 1 1/2" MIN. ON WOOD OR METAL AND 3" ON MASONRY • JOISTS FROM OPPOSITE SIDES SHALL BE LAPPED 3" MIN., AND NAILS WITH "3-16d NAILS NAIL ALL MULTi-JOIST BEAMS TOGETHER WITH 16d @ 12" 0. C. , STAGGERED. ALL 2 x MOIST SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH " ITT " SERIES JOIST HANGERS. ALL DOUBLE JOISTS SHALL BE CONNECTED TO FLUSH BEAMS " MIT " SERIES JOIST HANGERS. FASTENER SCHEDULE FOR STRUCT,URAL MEMBERS DESCRIPTION OF BUILDING ELEMENTS - NUMBER AND TYPE OF FASTENER a, b, c SPACING OF FASTENERS Joist to sill or girder, toe nail 3-8d (2-%" x 0.1131 . . - . -1" x 6" subfloor or less to each joist, face nail . . • 2-8d (2'Y2 x 0.113") 2 staples,1' - 2" subfloor to joist or girder, -blind and face nail - ' . -2=16d (31" x 0,135") - • - • Sole plate to joist or blocking face nail . . . . 16d (3W x 0.135"1 • . • 16" o.c. Top or sole plate. to stud, end nail . • . - 2-16d (3%" x 0.135") - - Stud to sole plate, toe nail 3-8d (2'/2" x 0.113") or 2-16d (31" 0:135") - 'Double studs, face nail . • 10d.(3" x 0.128") 24" o.c. Double top plates, face nail 10d (3" x 0.128") 24" o.c: Sole plate to -joist or blocking at -braced wall panels 3-16d (3%" x 0.135") • • 16" o.c. Double top plates, minimum 24-inch offset of end. - joints, face nal in lapped,area 8-16d (314! x -0.1351 . . - Blocking between joists or rafters to top plate, toe nail • • 3-8d (216" x 0.113") . - Rim joist to top plate, toe nail - • 8d (2W". x 0.113") . • 6" o.c. Top plates, laps at comers and intersections, face nail 2-10d (3" x 0.128") . -- Built-up header, two pieces with 1/4" spacer . 16d (3%" x 0.135") . • , - . 16" o.c. along each edge Continued header, two pieces 16d - . • . • • 16d (314" x .0.135") 16" o.c. along each edge Ceiling joists to plate, toe nail 3-8d (214" x 0.113") - Continuous header to stud, toe nail 4-8d (2'/2" x 0.113") - Ceiling joist, laps over partitions, face nail .. 3-10d (3" x 0.128") . • . - Ceiling joist to parallel rafters, face nail • 3-10d (3" x 0.1281. - • - Rafter to plate; toe nail . 2-16d (314" x 0.135") - . - 1" brace to each -stud and platejace nail . • ' 2-8d (2%* x 0.113") 2 staples,1'/." - 1" x 6" sheathh.to each bearing, face nail 2-8d (21" x 0.113")" 2 sfaptes,13/4" - - 1" x 8" sheat fr g to each bearing, face nail . 2-8d (2W x 0.113") - 3 staples,1'4 - Wider than 1" K 8" sheathing to each bearing, face nail- 3-8d (21.4" x 0.113") 4 staptes,13/4" - Buitt-up comer studs .. • 10d (3" x 0.128") • 24"o.c. . Built-up girders and beams, 2-1nch lumber layers . . . - . - . 10d (3" x 0.128") • • . Nail each layer as follows: 32" o.c. at top and bottom and staggered. Two nails at ends and at each splice. - 2" planks . - . • . (34" x b.135") At each bearing Roof rafters to ridge, valley or hip rafters: toenail . face nail . . 4-16d1(3% x 0.135"). _ . 3-16d (316" x 0.135") . • • Rafter ties to rafters, face nail . ' - . .3-8d (21" x 6.113") - Collar tie to rafter, -face nail, or.1'/4" 20 gage ridge strap . . " . _ . • . 3-10d (3" x 0.128") .. . - DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTENERb, c, e SPACING OF FASTENERS Edges (inches) i Intermediate supports c, e (inches) Wood structural panels, subfloor, roof and wall sheathing to framing, and particleboard wall sheathing to framing 5/16 =%a" • fid common (2" x 0.113") nail (subfioor,wall) 8d common (2'/2" 0.131") nail (roof)f 6 12 g 19/32" -1" 8d common nail (2Yx" x 0.131") 6 12 g 11/8"-1'A" 10d common (3" x 0.148") nail or 8d (21/2" x 0.131") deformed nail 6 . 12 Other wall sheathing h .'/2 structural cellulosic fiberboard sheathing 11/2" galvanized roofing nail 8d common (214" x 0.131") nail; staple 16 ga., 3 6 25/32" structural cellulosic fiberboard sheathing 13/" galvanized roofing nail 8d common (2A" x 0.131") nail; staple 16 ga., 13/4 long 3 6 4 gypsum sheathingd 1 %2 galvanized roofing nail; 6d common (2" x 0.131") nail; staple galvanized VA" long; 1%"screws, Type WorS . 4 8 5/8" gypsum sheathing d 1 %" galvanized roofing nail; 8d common (212" x 0.131") nail; staple galvanized 15/8" long; 15/8" screws, Type W orS 4 • 8 Wood structuraianets, combination subfloor underlayment to framing 3/" and less 6d deformed (2" x 0.120") nail or 8d common (2%z x 0.1311 nail 6 12 718"-1" 8d common (2%" x 0.131") nail or 8d deformed (2W x 0.120") nail 6 12 11/8"-1 %" 10d common (3" x 0.148") nail or 8d deformed (2Y/2 x 0.120") nail 6 12 • ForrSi:. 1 inch =25.4 mm,1 foot = 304.8 mm,, 1 mile per hour = 0.447 m/s; lksi_= 6.895 MPa. a.. All nabs are. smooth -common, box or deformed shanks except where otherwise stated..Nails used for framing and sheathing. connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksl for: shank diameters. larger.than •0.142 inch. but not larger than 0.177. inch; and 100 ksi for shank • ' diameters of 0.142 inch or less. . . b.. Staples are 16 gage wire and have a minimum 7/16-inch an diameter crown width • c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four-foot-by-8-foot or 4-foot byy-9-foot panels shall be appiied vertically. e. _ f.For regions having basic wind speed of 110 mph or greater, 8d deformed (21/22 ' 0.120) nails shall be used for attaching plywood and viood structural panel roof sheathing to framing within minimum 48-inch distance from gable end walls, If mean roof height is more than 25 feet, up to 35 feet maximum. g. For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center. When basic wind speed is greater than 100 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48-inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing. h. Gypsum sheathing shall conform to ASTM C 79 and shall besinstatled in accordance with GA 253. Fiberboard sheathing shall conform b ASTM C 208. . 1. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. REVIEWED FOR ADB COMPLIANCE APPROVED OCT 10 2012 Oily of Yukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 1 2012 PERMIT CENTER EXPIRES: 4/24/r ? Zr Table 4 - Root ball sizes for shrub form and multi -stem trees Narrow or Upright Habit Width no more than 1/2 height at maturity Broad or Spreading Habit Width at least %2 height at maturity Average Height Minimum Diameter Ball Minimum Diameter Ball , 4 ft. 14 in. 24 in. 5 ft. 18 in. 28 in. 6 ft. 22 in. 32 in. 7 ft. 26 in. 36 in. 8 ft. 28 in. 40 in. 10 ft. 32 in. 44 in. 12 ft. 38 in. 52 in. 14 ft. 44 in. 60 in. 16 ft. 50 in. 66 in. 18 ft. 60 in. 74 in. 20 ft. 70 in. 80 in. f 4(' 144 zi • COMP 7" Reczi4r5 FOR COMPACTED SOILS STEP 1. STEP 2. STEP 3. STEP 4. RIP 18" BELOW FINISH GRADE TO LOOSEN SOIL LEAVE SUBGRADE AT B" BELOW FINISH GRADE. ADD 4" OF TOPSOIL AND ROTOTILL INTO SUBGRADE. ADD 4' OF TOPSOIL AND ROTOTIU. INTO PREVIOUS LAYER. COMPACTED NATIVE SOIL RIPPED 18" BELOW FINISH GRADE TOP SOIL REQUIREMENTS FOR COMPACTED SOILS SECTION VIEW c‘"77 '11): 'N89'51'13"E fg". ..J / • 'C' ' x ry nawry 4./No F /O2 To liG/I/WfHH We '/ ,4/4 4 Q/✓T., cG7''ifI P y ..r5A. rower avAul'ArL; 77.05 rgag-s rc7 e /P wE CAN -oE t T/-1EJ-•t LA JV D6 CAP E PL. AW ! e Worms. 85'33'24"w " x .� NORTH EAcFACEOf LIGHT RAIL LINE -� .......„..t.T SOUTHCENTER 9LW (RENTON THREE -TREE ROAD) n INTER1412 PAID K 1NC REQ U/REME NT5 S 7 &>•F7• PI5TALL = 34185I✓ `29a¢0• F), PLAN r ONE TREE PP12 /D STAL-4-5 : et rR EE.5 IZEQo. (, PROVIt7ED) . PERIMETER LANDSCAPE IREG2UIREMEN75 g TYPE z . • LAWN OR MULCH 0 t6 K. 6 0 OZ Io loT>cEtiv rtc. PA.77td exex 5° coNc. coL. w/ L-tGf-/7' 76P • • Hare g RROViD6 (f r /CA% /ori15 y'-GTEM M'iZ. T Ho. 6 A1ZEA5Tt-I.41 wiu-1-f4VE MEW! 1 1.AiIftiIC, 40' • TREE STAKES TO BE VERTICAL PARALELL, EVEN -TOPPED, UNSCARRED AND DRIVEN INTO UNDISTURBED SUBGRADE. • FERTILIZE ALL TREES WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES. - • '7•"2EES t,1or NEa-,c) To .BE s A/z:-5D IF13$a SrN/p,�rz� QizE HET AP4D Pt_..4 T GUYING APARATUS 1/2" REINFORCED RUBBER HOSE 12 GA. GALV. WIRE 2X2 DOUGLAS FIR STAKE •„- 3" DEPTH BARK MULCH. 0 AWAY FI2or-1 T, 'UN1C. RATIO F% A' [_ " _ ",T,Y--- Aill P/ T/1 20" 4 %oF47/4145 f/ o �`P96a PULL BURLAP OFF TOP 2/3 OF ROOTBALL'i %ETHE - ycON - : . I srw'NES. SCArztr-y R ;OreALL C.oNTQ/F O%ZDW14. -� FOR C /AlIIFT. • ;4 .4 SET ROOTBALL ON MOUND - OF COMPACTED PLANTING BACKFILL MIX. TREE DETAIL 3" -DEPTH BARK MULCH 311AWAY FROI'II TguNt< 4" WATERING BASIN SURROUNDING PLANT 2eiiovl3UIZLAf.pia? M TOP 2/* OF ROoTBA LL ' AND :WI RES -T_ /1t-LES\ .QiiiFY Roor AL.L CPF cor'/TAit-1g"f2--G1Zoc rl AH,1ENo 1NITu2E p •t1'r' a_ A1.25.4 P4411T& ' 4DD 411` C.OMPi 97'AND - r11-1- INT° PE'PTH _oFAT. LEAS 18" . SET ROOTBALL ON MOUND OF COMPACTED PLANTING BACKFILL MIX. LANDSCAPE NOTES BALL DIAMETER TIMES ROOTBALL D IA. •PL4N7' TO ,BE In1 77-i cE R Of "Inga,cril .. w1 -1'oLa ,•ANc5 c.F/Dg 0. PLANT SHRUB '7 THAN DEPTH GROWN AT 1 E NURSERY. *-FERTILIZE ALL PLANTS WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES. SHRUB DETAIL SCALE -1" - 1'-0 1. DO NOT DIG BEFORE LOCATING UTILITIES. 2. SUBGRADES, INCLUDING BERMS, TO WITHIN 1/ 10' FOOT PROVIDED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. 3. SUBGRADE SHALL BE SCARIFIED OR ROTOTILLED IF CONDITIONS REQUIRE. 4. 5. APPLY 2" DEPTH FINE GRADE BARK MULCH IN ALL PLANTING AREAS. MULCH TO BE FREE OF WEED SEED, SAWDUST, RESIN OR TANNIN AND SHALL NOT CONTAIN ANY COMPUNDS DETRIMENTAL TO PLANT GROWTH. 6. CONTRACTOR 1S RESPONSIBLE FOR BRINGING ANY PROPOSED SUBSTITUTIONS OR UNFORSEEN FIELD CONDITIONS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 7. LANDSCAPE ARCHITECT MAY ADJUST PLANT QUANTITIES OR VARIETIES BASED ON AVAILABILITY OR FIELD CONDITIONS. 8. ALL PLANT MATERIAL SHALL BE DISEASE FREE AND ARRIVE IN A VIGOROUS GROWING CONDITION. 9. ALL PLANT MATERIAL SHALL CONFORM TO USA STANDARD FOR NURSERY STOCK, LATEST EDITION. 10.SPECIFIED PLANT SPACING IN PLANT LEGEND SUPERCEDES SYMBOLS SHOWN ON PLANS. 11.ALL TREE PITS SHALL BE INSPECTED TO INSURE PROPER DRAINAGE. 12_ .POSITIVE DRAINAGE SHALL BE MAINTANED. MOUND PLATING AREAS A MINIMUM OF 12" UNLESS OTHERWISE NOTED. 13.CONTRACTOR AGREES TO WARRANTY AND MAINTAIN ALL PLANT MATERIAL FOR ONE FULL GRWOING SEASON PAST INSTALLATION AND SHALL REPLACE DEAD PLANT MATERIAL WITHIN THAT WARRANTY/MAINTENANCE PERIOD WITH NO OBLIGATION TO THE OWNER. 14.STREETTREES SHALL HAVE UNIFORM BRANCHING HEIGHT OF 51/2" MINIMUM ABOVE GRADE OR AS OTHERWISE NOTED. 15.STREETTREES NEAREST INTERSECTIONS SHALL BE A MINIMUM OF 11' FROM ANY SIGNAGE. 16. STREET TREE LOCATIONS ARE APPROXIMATE AND SHOULD BE ADJUSTED PER STREET LIGHT AND UTILITY LOCATIONS. 17.ALL TREES SHALL BE DOUBLE STAKED AS SHOWN ON THE DETAILS STAKES TO BE REMOVED Al- I ER ONE FULL GROWING SEASON. TREES THAT HAVE DIED WITHIN THE ONE YEAR WARRANTY/MAINTENANCE PERIOD SHALL BE REPLACED AND RE -STAKED PER THE DETAIL 18.LANDSCAPE CONTRACTOR SHALL MAINTAIN SITE UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. LA ND5CA ZCHE CR.1L E • 5yMe5OL BOTANICAL/COMMON NAME'S- avgieR N rt2 . t11il•I11iLI.11ilI + +• AEGra I Pr/o N 5 P51.1E DO TSUGA MENS/E5I 1001JC'rL.A5 F/R. fi" SUGQ 1-1 7"E AZO P/ YLL A _WEs7Ef I•fit . )C. AP�/E5 PzocE'�4 NOe3LE F/R QEc/Duos AccEtf•IT ma as. MN. 2"GAL. l2'- 14'NT MArcHE'v,u/ LSaANcHer) Qa.oVE eat, 8,d. E3. MIN. 2" c4L. a'- 7' /I7 1�'?�A�yr*GH�E"D, fWE~ LL�y,SRANGIEL? A13:5 .�+ 41, E3 4 E3. M1r� 2"GAL . ro' - 7' fir NAfG/i D, WELL 824Nc>F/EP . Pr2(J/'IUS SEe,QULATA KUdMZAW KG/41424 N CHERRY OoRNUS i<oe..16A gousA OO4WOO17 ACE Rua/et/M RED MAPLE MAONOL.IA .TELLA7"A $7A1Z 1f•?A0I\k" L-1A LARGE/Mg121CM SH ')S5• NiuLr'I- E:'M r�/N•�3� /a'CAL . TRuNIC6, 8'- IO'h17.' WgL SRAWCHED ASVE 4; 0 5 . MuLrt-STEM, m1N.(o) t/2'cAL . TRuNi<5, 8 - /D'/•IlT WELL. if3g41,1chte0 ALOVE e,, 13 - •3.. rvtll�l, 2"GAG. D12 MUt•Tl 5ram 12` /4'/-17 11ATcNED, W LL BRANcf-1E0 .413OVV 6: E3gt8, IvtuLr,-Sre,1 M/N)1 CNG.. rgoNl<5, d7 -.7'H�r'/wgw ,S/Z4 Nc go Ai3ove (,13-6/. CAMELLIA e•`MINE-1\l0•YCKI GAME L•L 1 A 4 RHopoL,ENDRc/M TE55A NY,Sg u , PINK R411.0P lDENL, R ./H CAMPALONAICJI"l, HYk21© RED. i21401204W- /,pR.c.01 M.4125 INYlaRiD MAILS SMALL. SHRUE35 M114. 24 - O1'147: PruLa ► OW.. E3 /a o ' CoN7: 'PAC/f I Pf PE -AN M/N. 24 &"I!'F1LL d E3usgy 13 4 e oR coNr. 5pac1N4 P/PLAN. M/!V. �4'.- d' H`T. faacketvgY e S. oQ c1: 0PAcIN4, P/PLAN. MlM 4,1.1"-?D" M•' FULL £ }v gY 04•8 0,2CoNr. ,5f ACIWc iv/PLAN. * YACC1N111M OVArUM EEVEI CW EEN HUCKLE,B,ERRY AZALEA tJoi-1H CAiRas AZALEA ,Suxv5 J. `w/Nr"ER GEM' H©x WOOD !204/1%./©COVE-f2 . rI/1 .46 4-244fir puce.. oE3c/5/-/Y, 13 Ak'cArnSPAC./N/PER PLAN. 12"-is" HT. FULL E3c/SNY reSe o/Z CWT. SPAc/NG PER PL4N. Mild. /2"- is" Hr. Puf,~L ft, xis/)/ 131,E ©R Catir ✓OPAciNN PER !FLAN• PAc HYSANOR.A rERt'IINALIS •JA PANS E .r3PUR'.G E - * t'4A1-1014/4 �Z�P6NS cREEP//d4 Iv1,4 HoN/A QAUL7I-IERIA 5HALLON SALAL.. * Gi zAN/Ulf IANMPOLI4ATZo# CERANI uH. F 4,2K. ¢" Por5 @ t L'"O•G MANcii.AR SPAC/IVG, Put t -WELL R.corED. 1 GAL. CON1 I2 "o. c. T1/ANNvuVz 9PACIiVAFOLL-WEic., cc'7ED, 4"Tor5(.24'o•c. re/AN6ut , 9F 4cf"/6, RC7TED I GAG . CroN/: r 2d"o.c•7 /AN6trA2: Pdcinl6. FULL - WELL zTep IPIt7/cA?ES Pi ""[J4ti TOLERANT PLAN . PLANTING NOTES RECEIVED CITY OF TUKWILA SEP •2 11 2012 PERMIT CENTER 1. A MINIMUM OF 25% OF THE PROPOSED PLANTINGS ARE DROUGHT TOLERANT. DROUGHT TOLERANT PLANTS ARE MARKED WITH AN ASTERISK IN SCHEDULE EXPIRES: 4/24//3 Zl.._-SL-f'''I 2. ALL NEW LANDSCAPE AREAS ARE TO BE WATERED WITH AN AUTOMATIC WATER CONSERVING IRRIGATION SYSTEM. 3. ALL NEW SHRUB AND GROUNDCOVER AREAS ARE TO BE MULCHED AS SPECIFIED. 4. WHERE GROUNDCOVER IS PROVIDED, IT SHALL BE PLANTED AT THE SPECIFIED SPACING THROUGHOUT THE BED, INCLUDING AREAS UNDERNEATH TREES AND SHRUBS, START,FIRS 12" FROM EDGE OF BED 5. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. REVIEWED FOR *ME COMPLIANCE APPROVED OCT 10. 2012 City of Tukwila BUILDING DIVISION <n z rii w • PROJECT TEMP .sARAt 4 //>f "ERN%' 00171.7f'/5T, /.Z47 5/37: AVE PLAN • LAND 8 CA PLA1 /-- Nor&s e'bcrIo,1, Landscaping Irrigation Plan Landscaping Irrigation Plan Notes: 1. Detailed shop sketches will be supplied by the installing contractor prior to installation. Sprinkler patterns, overlap and fitting details will be supplied as part of this information. 2. The supplied information will be approved by the City of Tukwila prior to installation. 2. The contractor will verify the sprinkler patterns, overlap and adequacy of zone flows of the installed system prior to acceptance by the owner and the City of Tukwila. IW 130 128 • - T • r'•`X' mrot rr L31G/NNrNG„ w6e4 fiN Agpxvor. cgftf Ip fay <r3A. Mum- 77I1� TREosre, & /F'W CAN gE z,7-ja7.? COMPOST r'64-.) r47'5 FOR COMPACTED SOILS STEP 7. RIP IS" BELOW FINISH GRACE TO LOOSEN SOIL STEP 2. LEAVE SUBGRADE AT B" BELOW FINISH GRADE. STEP 3. ADD 4" OF TOPSOIL AND ROTOTILL INTO / 4-//�/ 1,2� �S SUBGRADE P, Al NZ J 'L 5P,€ r /JD2 a C .tea ( ) (7yp//iAz /r,l i A/D /'`J P /9) lam- U P /VDZZEL .E' S ( .) (TYPEL1!!L STEP 4. ADD 4" Of TOPSOIL AND ROTOTILL INTO ! ili'V ti/ 19 R. ./ � 1 02.. L /` %a PREVIOUS LAYER. / < 1.--Z-2/ C.. •1 7 LJA / Z 5ij 7- re/AZY. - A; % D,e) V OZ. . 2?4 � ! `i ' `` ' �'i Tiff`= '-% �£. N89'51'13 5ECTf c AJ FINISH GRADE ROTOTILL LAM OR MULCH �tlsi�tMMMMA \\\\\�� \/\/\/\/\ COMPACTED NATIVE SOIL RIPPED 18" BELOW FINISH GRADE JJJ. iiseD - C'P/C Pi= /11 ' � ifs P!C - z'L 2f1JtJ C7YPJL«f ,.. 1 �t` ��.:►a.!►�..�:w4r14�Z�`1.f��1�4 4'4.�►�.1:�.ww..'� R�.�.+� �1i.� ���,1�.,;• ozazoielown ' �'Y + 71C'N ZINC Landscaping Irrigation Plan r 20` NoTes. NORTH F'ACF, OF LIGHT RAIL LINE INTERIOR PARKING Rao UIREM E NT507.•F7. t-'STALLz 851:•(2904eF). PLANT- ONE raEE t L2 10 STAL•L5 : d. T12 Es CZQO. (!o PIZOvitED) . PERIMETER LANDSCAPE REcz'Uli2EMENTS g TYPE I . 8513'241N"' >: - (RENTON THREE -TREE ROAD) Nore PROV/DD /2/2 /QA j Lori/ s' rEM Fog. rt4066 AtZZA5 71-14 W14.1.- >h1,4VE NEW TOP SOIL REQUIREMENTS FOR COMPACTED. SOILS $ECTION VIEW --,._.ITO - lir t_�ENore NE1+�1 rlc PAr'R X Sr7NG .1 LA/VI:CAP/NG , R 7 At3D To "! it NEW wIa4ME G,RolJiypcoveg> Q1 Z x2 x5° ANC. CbL. ve @ 7bP • 40' rrt I� • TREE STAKES TO BE VERTICAL(A4A � PARALELL, EVEN -TOPPED, UNSCARRED AND DRIVEN INTO UNDISTURBED SUBGRADE. • FERTILIZE ALL TREES WITH© APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES. • i2EEs Wo7 NE'rb Tp • Eg SrAj•/rga, 6TANI,A.Z 7 Age HT AND t ZoP-rzLy PcAfro GUYING APARATUS '/2" REINFORCED RUBBER HOSE 12 GA. GALV. WIRE 2X2 DOUGLAS RR STAKE 3" DEPTH BARK MULCH AV./AY PROI--r Mal PULL BURLAP OFF TOP 2/3 OF ROOTBALL '1 E77-1Eg, WiT1 w,go d-7W /NE5• OC, gI F- y RCOTOALL. SET ROOTBALL ON MOUND OF COMPACTED PLANTING BACKFILL MIX. TREE DETAIL 3" DEPTH BARK MULCH 3" AWAY F7WDiI Ti uNt<. 4" WATERING BASIN SURROUNDING PLANT REMOVE etigt_AF F/2oM TOP 2/3 of RDdT&ALL• :4ND ;w12ES -7 W/NES\ 4/2/fY R.coTPALL F TA1i12 G,DW.I J. AM5No/�fTi/z AIZE4 B Porz PtANTYi. ,ADD 4" CQMPGQ57 AND ---,- DLL INTO LOEPTt-/ of'AT -LEA' /8" SET ROOTBALL ON MOUND OF COMPACTED PLANTING BACKFILL MIX. LANDSCAPE NOTES SALL DIAMETER TIMES ROOTBALL DIA. PLANT SHRUB THAN 'DEPTH GROWN AT NURSERY. 1 I I -FERTILIZE ALL PLANTS WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES. SHRUB DETAIL SCALE -1" - 1' - O 1. DO NOT DIG BEFORE LOCATING UTILITIES. 2. SUBGRADES, INCLUDING BERMS, TO WITHIN 1/10T" FOOT PROVIDED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. 3. SUBGRADE SHALL BE SCARIFIED OR ROTOTILLED IF CONDITIONS REQUIRE. 4. 5. APPLY 2" DEPTH FINE GRADE BARK MULCH IN ALL PLANTING AREAS. MULCH TO BE FREE OF WEED SEED, SAWDUST, RESIN OR TANNIN AND SHALL NOT CONTAIN ANY COMPUNDS DETRIMENTAL TO PLANT GROWTH. 6. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY PROPOSED SUBSTITUTIONS OR UNFCRSEEN FIELD CONDITIONS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 7. LANDSCAPE ARCHITECT MAY ADJUST PLANT QUANTITIES OR VARIETIES BASED ON AVAILABILITY OR FIELD CONDITIONS. 8. ALL PLANT MATERIAL SHALL BE DISEASE FREE AND ARRIVE IN A VIGOROUS GROWING CONDITION. 9. ALL PLANT MATERIAL SHALL CONFORM TO USA STANDARD FOR NURSERY STOCK, LATEST EDITION. 10. SPECFIEO PLANT SPACING IN PLANT LEGEND SUPERCEDES SYMBOLS SHOWN ON PLANS. 11.ALL TREE PITS SHALL BE INSPECTED TO INSURE PROPER DRAINAGE. 12.POSITIVE DRAINAGE SHALL BE MAINTANED. MOUND PLATING AREAS A MINIMUM OF 12" UNLESS OTHERWISE NOTED. 1 3.CONTRACTOR AGREES TO WARRANTY AND MAINTAIN ALL PLANT MATERIAL FOR ONE FULL GRWOING SEASON PAST INSTALLATION AND SHALL REPLACE DEAD PLANT MA I E:HIAL WITHIN THAT WARRANTY/MAINTENANCE PERIOD WITH NO OBLIGATION TO THE OWNER. 14.STREET TREES SHALL HAVE UNIFORM BRANCHING HEIGHT OF 5 1/2" MINIMUM ABOVE GRADE OR AS OTHERWISE NOTED. 15. STREET TREES NEAREST INTERSECTIONS SHALL BE A MINIMUM OF 11' FROM ANY SIGNAGE. 1 6.STREET TREE LOCATIONS ARE APPROXIMATE AND SHOULD BE ADJUSTED PER STREET LIGHT AND UTILITY LOCATIONS. 1 7.ALL TREES SHALL BE DOUBLE STAKED AS SHOWN ON THE DETAILS STAKES TO BE REMOVED AI- I ER ONE FULL GROWING SEASON. TREES THAT HAVE DIED WITHIN THE ONE YEAR WARRANTY/MAINTENANCE PERIOD SHALL BE REPLACED AND RE -STAKED PER THE DETAIL. 18.LANDSCAPE CONTRACTOR SHALL MAINTAIN SITE UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. L.A NDSCA► P CHE LWL. E ` 5yMle30L II 1 + t•f + +•+- SOrANICAL/CoHt4 N NAMES - Landscaping Irrigation Plan IJE5C1 /Pr/CNS P5UE.DO7BUGA MEN5/6511 t COGLA3 P'//.Z r5UG4 t ET'S,eo PNYLL4 WE'ST' tz WEI4wC AS/65 PRoc IIA Noit3LX P/R. pEC/Dc1os Accerlr 7-7zEEs. rI/N. 21I GAL. / 2'-14' /-fT MATCHEO,WELL BR4Nc/E,p .AE3ov ' Co , B.4. E3. M 1N• Z" CAL.. G'. 7' Hr. P14TCHE2, WELL. ,SRANOl ? AVE 4', 13.4 ,E►. MIN.'Z"GAL . Co' -7' f!r 1-(ATGNEO, WELL. A .4NCNEo . Aaovv 6', ode.. 5ERizuLATA ,(a4MZAN KUANZ4 N CHERRY C©RNUS 10U44 /jousA OO 7 wool ACE RU15R UM 12ED MAPLE 11AGN0LIA 6reLC.AT.4 S 4g MAGivd 1.-/A LArZCE/MEPlanil SHQ4IE55, MuLT'/•-gt i4, t'?/N•(3.) %2 CAL. T'CN/ , 8'- io'gl' WELL BRANCHED A,eUVE 6; B#1. Man-gret , Plit-1 )1/2`GAL. TKuNKB, 8 - to' HT WELL BRANC /ED ABOVe 61,, 8 (LB. MIN. 2"CAL. OR MUGTI srEM 12'--14't �T' r l47CH b, W 1.t SRANc/ / AOC:Ate 43 413. MU1.7/- 5 E!-7, M/Nl )'2 //CAC. 13/2ANcr-il © ,49e Ve ( CAMELLIA 0.'1�?/NE - -Yu/(/' CAME1-•L.tA * Rt1otXl7 Nr.'gcJM rE5A f%Yk3Rlp t4 N• 24"- 3du147: P'UGG I L , iJy io O ' caNr SP.ac/iy�, Pi PI -AN MAN• 24'- "/fir. /Vi.L t ,13vstlY 13 4kL3 ore cot r7. SPAc/Alto P/PLAN. RHcP t,ENORI M sAt4PA1.UNA%UM. PIMA 24 -32" /-ti FULLat, Ny HYh3/Z/D '. O d 8 oQ Cc'-i7 ePAc /NG P/PLN IrZf-k)©OLLN4 R ur? 1141:zS I-IYSR1D M4tZS . SMALL H iA3 . • MIN ="- FULL d iavvNy 1340 dt2CONT. 5i✓'AC114 gin -A ht. * ACC IMUM OVA1VI EvEIZGREEH Nt�CKLE,BERRY AZALEA 'Jo,WN cA/12/I5` AZALEA ISuxus J•'W/Nrya GEI'l' P,SOX W oar) tzo4,11.1OC VE'�z. Hit./ 45 4-24"HT. P'UL.L $oeisHY 8 /4 /3 a2 Coi-17 5PAC/N' PER PLAN. IYM/N. /Z'- 15" HT. FUG L3 B 02 war /r. 5PAC/Ala PER PL"ss/ /. M/N /e"- /5" i-HT FULL 1,eu9HY 6 `6 DR CoNT SPAQN& PER PLAN• PACHYSANDRA TERt1/NAL/5 JAPANEyg aPUJEGe * 1`14140t-/1A fZI P6Ns cR PiNC MA1-1o1-1/A -*E CAULTHH+2IA SHALLON 94LAL". * 4ERANICli'1 /ANY PoLgARD' G ERA/1/ uM. F-k412K REVIEWED FOR CODE COMPLIANCE APPROVED ( zditg YZ7oL City of Tukwila BUILDING DIVISION 4" IT5 12."lacTk'/ANQu[.4R SPACING, PUC.G •-WELL RarIEci. 1 GAL. I✓ 7Nr @ 12"0.c. 7 A/V4014Vz 9PAc/n1I. FULL - Welt, rgo7 4" Purs (@24'a•c. re/. rvd.uc-Aie SPAc//n/,, F2.4 c--WEj2. RAT l GAG • COi 1rik 24"0.c.Tk'/AH6Lr144 5P4C/AI6. Fizz. - It ieu. l Tel EizArIr PLANT RECEIVED CITY OF TUK II A SEP 2 1 2012 PLANTING NOTES PERMIT CENTER 1. A MINIMUM OF 25% OF THE PROPOSED PLANTINGS ARE DROUGHT TOLERANT. DROUGHT TOLERANT PLANTS ARE MARKED WITH AN ASTERISK IN SCHEDULE 2. ALL NEW LANDSCAPE AREAS ARE TO BE WATERED WITH AN AUTOMATIC WATER CONSERVING IRRIGATION SYSTEM. 3. ALL NEW SHRUB AND GROUNDCOVER AREAS ARE TO BE MULCHED AS SPECIFIED. 4. WHERE GROUNDCOVER IS PROVIDED, IT SHALL BE PLANTED AT THE SPECIFIED SPACING THROUGHOUT THE BED, INCLUDING AREAS UNDERNEATH TREES AND SHRUBS, START_FIRS1.i2Oi12" FROM EDGE OF BED 5. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. Landscaping Irrigation Plan Ep v 0 cv '1.4. y ' FIGURE C3.1.E SILT FENCE JOINTS IN FILTER FABRIC SHALL BE SPUCED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. POST SPACING MAY BE.INCREASED TOV IF WIRE BACKING IS USED NOTE FLTER FABRIC FENCES SHALL BE " INSTALLED ALONG CONTOUR WHENEVER POSSIBLE MET BY14Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED BAC*11.I.TRENCH WITH NATIVE SOL.OR 31d'-t.k' WASHED GRAVEL 2-44 WOOD POSTS, S' err FENCE POSTS, REBAR,OREOUNALENr FIGURE C3.1.F SILT FENCE INSTALLATION AND MAINTENANCE . Dig trench Reinforce SILT FENCE .Monitor Stake Maintain and clean S7L7 ,CE)/t2 . Purpose Use of a silt fence reduces the transport of coarse sediment from a construction site by providing a temporary physical barrier to sediment and reducing the runoff velocities of overland flow. Conditions of Use Sill fence maybe used downslope of all disturbed areas. . Silt fence is not intended to treat concentrated flows, nor is it intended to treat substantial amounts of overland flow. Design and Installation Specifications 1. See Figure C3.1.E and Figure C.3.1.F for details: 2. The geotextile used must meet the standards listed below. A copy of the manufacturer's fabric specifications must be available onsite. AOS (ASTM D4751) 30-100 sieve size (0.60-0.15 mm) for slit film 50-100.sieve size (0.30-0.15 rnm) for other fabrics Water Permittivity (ASTM D4491) 0.02.sec-1 minimum • Grab Tensile Strength (ASTM D4632) . i8d lbs. min. for extra strength fabric .100 lbs. min. for standard strength fabric Grab Tensile Elongation (ASTM D4632) • 30% max. Ultraviolet Resistance (ASTM D4355) 70% min. 3. Standard strength fabric requires wire backing to increase the strength of the fence. Wire backing or closer post spacing may be required for extra strength fabric if field performance warrants a stronger fence. • 4. Where the fence is installed, the slope shall be no steeper than 2H:I V. 5. If a typical silt fence (per Figure C3.1.E) is used, the standard 4 x 4.trench may not be reduced as long as the bottom 8 inches of the silt fence is well buried and secured in a trench that stabilizes the fence and does not allow water to bypass or undermine the silt fence. - Maintenance Standards 1. Any damage shall be repaired immediately. 2. If concentrated flows are evident uphill of the fence, they must be intercepted and conveyed to a sediment trap or pond. 3. It is important to check the uphill side of the fence for signs of the fence clogging and acting as a barrier to flow and then causing channelization of flows parallel to the fence. If this occurs, replace the fence or remove the trapped sediment. 4. Sediment must be removed when the sediment is 6 inches high. 5. If the filter fabric (geotextile) has deteriorated due toultraviolet breakdown, it shall be replaced. ACTIVITY SCHEDULE: 1. STAKING BY SURVEYOR CONTRACTOR. 2. PLACE SILT FENCE AND ROCK CONSTRUCTION ENTRANCE AS SHOWN. 3. PERFORM ROUGH GRADING OF PARKING AREAS AND WIDENED DRIVEWAY AREA. 4. INSTALL ROCKERIES/BLOCK WALLS. 5. INSTALL NEW CATCH BASINS AND DRAINAGE PIPES/ TRENCHES. INSTALL OTHER UNDERGROUND UTILITIES AT THIS TiME. INSTALL SILT TRAP IN NEW CATCH BASINS. 6. PERFORM FiNE GRADING OF PARKING AREAS AND WIDENED DRIVEWAY AREA. 7. PAVE PARKING AREAS AND WIDENED AND DRIVEWAY AREA. 8. REVEGETATE DISTURBED AREAS WiTH GRASS SEED. 9. REMOVE SILT FENCING AND CATCH BASIN SILT TRAPS ONCE VEGETATION IS RE-ESTABLISHED. 10. PAINT PARKING STALLS, ETC. ON PAVEMENT. cz 144 • tclo 0 0 z 24, 124-_ i•) '1Y / La " Tr /r *vv.) = /38 dD /E "tC 1 = /Ye, le) /E 4" (Si = /38, 5-.0 ca v,szt'/ t p/.) ZS' X 3Z" ///,C//71eA7J /: 'zfvew - G.t`',) DEL 70y /• . _ .. 6' '4 t:7 L s^7: f34. Existing and Proposed Impervious Area: 0.70 acres Earthwork Estimate: Cut 100 CY Fill 200 Cy Total 300 CY •I• +-1- ..rt, -' N89*51'13"E 1 P,1 F' Ill • , ......o .....N,F ter. ,4 :.»-. -,�. r•.+r:.:• ?Mri''x s ...it:. •'•ir»`. - �?:s.,:9t-f61• 11 i letrw.'w�I�.�.'�.VwLr 4:a14:f.NooTe ��lr.de-K :��I��'.r.Ie y ' sy 7.7rr...«...ti.� ...7.i.. NORTH FACE OF LICHT RAIL LINE "\ 41.7 lbw 1Z- 182..^,1•. It a - ----- SOUTHCENTER fiLVD• (RENTON THREE -TREE ROAD) FOUND 2" BRASS DISK W/ PUNCH IN CONCRETE IN CASE DOWN 0.6' 2 /Z L.t ///74 %z 1r 3u C`,eTC CREC. //,'17/ YE • XtST Ic: .I L, DCAP11cc7 %• To ise Ap.DT.3 f. lip W/ 4ME Q QG1tYPCCVW4 4.1 tn. �• These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: - - By: /D ' x //S' /rill/L 7 eA 7/4Ai Eit/(W 6 LM'EL 7(P /ZC , CT14 VEL K/ 7. /ZZ, i' t&- TY 2-/ W//" irc ,F/M _ /zE?,ie /DL/Je,rzc '- , F/). 10 A/1D "vim,Y. (sf%Z/NiCLEX>•> Vie " W,NJ, o, I. �rX C/3 - / .. ,•~•40' LT LAY 3'- 7YPF/ W/ / ell-1 = /2 3, /J6 /E G "11P1/) = /Z/, dd /NJ i X /' ///Fr.` 7A,Z'F_//C:' - L 7(" T 'A /t;/ %! REVIEWED FOR - CODE COMPLIANCE APPROVED NOV 07 2012 City of Tukwila BUILDING DIVISION • FIGURE-C.2.2,A TYPICAL -TRENCH INFILTRATION'S i'STEM . • PLAN VIEW NTS 4gi ri46;t r 6" t • pstfoiated-pipe -• - . • - infiltration trench PLAN .VIEW NTS ' rigid.= 6" to perforated pipe 1 pP ---revel=- Q s Ci n %e-314" CIA 1 ©0 U o o ©4 j .• -.screen e mash roof. .drain Sump wlsolid lid • -;overflow:. ; - ---'ti-- tti-- splash block varies A- _ bF 4 t!Qp - 7 47 ' D 4 v washed rock v ° ' ,YeO9 �' 1 t/2""••3l4" SECTION A NTS - --CB sump wisella lid compacted backfili rigid Tar 6" itextbte perforated pipe - - USE -OF GRAVEL FIl. LED-TRE+ Nt S- EOR-FULL INTi ILIMATION gravel filled trenches (also called "infiltration trenches") are a good option where the depth to the maxis wn wet -season water table othardpan isbetweeu 3".and feet: -Figure C:2.2.A (p: C=42) and Figure C.2.2.B (p. C-43) illustrate -.the specifications for gravel filled trench systems as outlined•below: 1. -When loeatedin coarse.sauds or -cobbles, inftltration•trenches.must be at least 20 feet in length per 1,000 square feet.of impervious. surface served. When located: in mediwn.sands, infiltration trenches • must be at least 30 feetin length per 1,000 square feet of impervioitssurface-served. 2. Mazimum trench•length miist not exceed 100 feet -front the inlet,semp. 3. The french width fnust be a minimum of 2 feet. - - 4. The trench must be felled. with at least 18 inches of 3/4 ineleto 11/2-inch washed drain rock The drain rock may be covered with backfiil material as spawn in Figure C.2.2.A or remain exposed at least 6 inches below the lowest surrounding ground surface as shown in Figure C.2.2.B. Filter fabric (geotextiie) must be placed•on:top of the drain -lock (if proposedto be covered with backfill material) and on the:trenchsides:prior-to-filling•witlrthe.diairtxack. 6. Spacing between -trench..centerlines mustbeat•least 6-feet.:. ; : •• 7. Infiltration -trenches must be setbackat least.16 feat fronrbuiidings with' wl•space or basement elevations that are below the overflow point:Of the mfiiltratiion•system,• 8. o.prevent,damage•to-overlying.paycrneRt txencbes4ncatsd4;eneat1 ;pavement shall be constructed such that the trench pipe is connected to a small yard drain or ea tch.basin-v/ith.a grate cover so that if the trench infiltration capacity is exceeded, the overflow would occur out of the catch basin at -an elevationat leasi.one-foot below that of any ovetlyieg pavement, •arid ;in a location that provides a safe path fort a overflow. -- _•: -9.:-Runoff from roadways; driveway§; and-parking.areas:shall•p_ass:#brough:a.yard-diain.br catch basin fitted with-a=down turned elbow prior to entering:the i tlfration•trench"(see Figure C.2.2.B, p• C-43). The elbowis intended to trap spiiled•material in the catch basin, sump so that the spilled material can be cleaned up more easily -by the homeowner. MAINTENANCE INSTRTJCTIONS FOR FULL INFILTRATION Your property contains a stormwater management flow control BMP (best management practice) called °full infiltration," which was. installedtolnitlgate•the storm/rater quantity and quality Impacts of some or all of the imperviou$'surfaces•_on your property. Furl infiltration Is a method of soaking runoff from impervious area (such as paved areas and -roofs) into the ground: If progeny installed and maintained, full infiltration can manage runoff so that a majority ofprecipitation events are absorbed. infiltration devices, such as gravel filled trenches, drywells, andground surface depressions, facilitate this process by putting runoff In direct contact with the soil and holding the runoff long -enough to soak most -of it into the ground. To be successful, the soil condition around the infiltration device must be reliably:able to soak water into the ground for a reasonable number of years. - The lnfiltratia devices used -on yourproperty include the following es indicated on the flow control BMP site plan: gravel filled -trenches, ©-•drywelis, 0 ground surface depressions. The size, placement, and composition of these devices as depicted bythe flow-coritrol•BMP.-site plan and design details must be maintained -and may not be changed" without -written approval eitherfrom the. King County Water and.Land Resources Division or through a fixture development permit from King County. Infiltration devices mustte inspected annually and -after major storm events'to,identify and repair any physical defects. Maintenance,and operation of the system should focus on ensuring the system's viability by preventing sediment-laden:flows front -entering the. device. Excessive sedimentation will result in a plugged or non-functioning facility, If the -infiltration. device has a catch -basin, sediment accumulation must be removed on -a yearly basis or more frequently if necessary. Prolonged pending around or atop a device may indicate a plugged facility. If the device becomes plugged, It must be replaced. keeping the areas that drain -to infiltration devices well swept and clean -will enhance the longevity of these devices. For roofs, frequent cleaning of gutters will reduce sediment these devices. LTR# Z +0 REVISION NO..IL ti?oo(. 1 NOTE: THE EROSION CONTROL MEASURES FOR THIS WORK WILL CONSIST OF CONVENTIONAL SILT FENCING AND A STABILIZED CONSTRUCTION ENTRANCE. THE LOCATION AND SPECIFICATIONS FOR THESE ARE AS SHOWN ON THE PLAN. RECEIVED CITY OF TUKWILA OCT 3 1 2012 MIT CENTER i Cell Phone: (206) 571-8794 Jita 0 46 al '.c as c CD c to rts co a c m IC) toacu c r • coQ'( 0) c tD DESCRIPTION RECEIVED NOV 02 24`tZ TUKWILA PUBLIC W to S 00 0 CO 0 w rx 1-1 tia 0 z En w 0 00 z Q CC 0 00 0 0 0 ()ATE o?8,% ' SCALE% /"- 26' / ,� f 3 6" RISER SECTION 2 -#3 BAR HOOPS 12" RISER SECTION 4" MIN. 4" MIN. #3 BAR EACH CORNER #3 BAR EACH SIDE " MIN. MIN. #3 BAR EACH WAY PRECAST BASE SECTION (MEASUREMENT AT TOP OF THE BASE) NOTES: 1. MAXIMUM DEPTH FROM FINISHED GRADE TO PIPE INVERT SHALL BE 5'-0". 2. CATCH BASINS TO BE CONSTRUCTED iN ACCORDANCE WITH ASTM C 478 (AASHTO M 1991) & ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED iN THE STANDARD SPECIFICATIONS. 3. REBAR WELDED WiRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497 (AASHTO M 221). DO NOT PLACE WIRE FABRIC IN THE KNOCKOUTS. 4. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR 'D' SHAPE. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. 6. KNOCKOUT OF CUTOUT HOLE SiZE SHALL BE EQUAL TO PiPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 112" PER FOOT. 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621 D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT. 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 10. VANED GRATE, REFER TO DS-06. 11. REFER TO DS-06 FOR CATCH BASIN MARKINGS. NOT TO SCALE City of Tukwila CATCH BASIN TYPE 1 SHEET: DS-01 REVISION #i: 08.03 APPROVAL: B. SHELTON a 1 MIN LEVELING PADS 8 PADS 1-1/2' x 3/4' x 1/8' LE I I ERING TO BE RECESSED 1116' crircere[ri 1111 TzTzEcc 24' c[! I A - TOP ViEW SEE SECTION C-C SECTION A -A 20' SEE SLOT DETAIL - 5/8' SLOT DETAIL LOCKING LID 1-114' 24" SECTION B-B NOTES: 1. WELDING IS NOT PERMITTED. 2. DIMENSIONS SHALL HAVE A *1/16" TOLERANCE. 3. EDGES SHALL HAVE 1/8" RADIUS AND 1/8" CHAMFER OR COMPLETE DEBURRING. 4. THE NAME OF THE MANUFACTURER AND DIRECTION OF FLOW SHALL BE EMBOSSED ON THE TOP SURFACE OF EACH GRATE. LETTERING TO BE RECESSED 1/16". 5. EMBOSS GRATE WiTH MATERIAL TYPE, Di (FOR DUCTILE IRON) OR CS (FOR CAST STEEL). NEAR THE NAME OF THE MANUFACTURER. 6. THERMOPLASTIC CATCH BASIN MARKING TO BE INSTALLED WITH ALL NEW OR ADJUSTED CATCH BASINS, EXCEPT THOSE WITH SOLID LIDS. 7. PLACE CATCH BASIN MARKING. "OUTFALL TO STREAM. DUMP NO POLLUTANTS", ON THE SURFACE OF EACH GRATE, PREFERABLY LOCATED IN THE BORDER AREA. 8. LOCKING LID REQUIRED. VANE DETAIL SECTION C-C rZUMAR INDUSTRIES HOT TAPE #895450 OR APPROVED EQUAL ODRAINS TO STREAM NO DUMPING! 26' 1 5' 1 CATCH BASIN MARKING NOT TO SCALE City of Tukwila CATCH BASIN & INLET VANED GRATE SHEET: DS-06 REVISION #1: 08.03 LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER RIGID PIPE FLEXIBLE PIPE (D.L, CONC.) EXISTING STRUCTURAL SECTION PROVIDE NEAT, STRAIGHT LINE WHERE MATCHING EXISTING PAVEMENT, TACK AND SEAL EDGES BACKFILL PIPE BEDDING PER WSDOT 9-03.16 95% COMPACTION (CPEP, CMP, PVC) 4" MIN. OR MATCH EXISTING, WHICHEVER IS GREATER, COMPACTED THICKNESS ASPHALT CONCRETE PAVEMENT - HMA CLASS Yi 24' MIN. DEPTH FOR WATER LiNES PIPE AS SPECIFIED - . I 4" ON PLAN OR SPECS. -r erg i lull l ra narI III 1.5XI.D.+18 24" MIN. NOTES: 1. IN PAVED AREAS AND RIGHTS -OF -WAY, BACKFILL WiTH %" MINUS CRUSHED ROCK TOP COURSE, COMPACTED IN MAXIMUM 6' LIFTS, TO 90% MODIFIED PROCTOR PER ASTM D-1557. 2. IN UNPAVED AREAS BACKFILL WITH NATIVE MATERIALS OR GRAVEL AND COMPACT IN MAXIMUM 12" LIFTS TO 90% PER ASTM D-1557. 3. NATIVE BACKFILL MATERIAL AT UNPAVED AREAS SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1" WITHIN 6" OF THE PIPE EXTERIOR. 4, COMPACT PIPE /B" CRUSHED ROCK BEDDING TO 90% MODIFED PROCTOR PER ASTM D-1557. 5. WRAP FITTING IN PLASTIC BEFORE USING CONTROLLED DENSITY FILL (CDF). NOT TO SCALE City of Tukwila TRENCH BEDDING AND BACKFILL - PAVEMENT RESTORATION SHEET: DS-14B REVISION #1: 08.03 LAST REVISION: 04,08 BOB GIBERSON, CITY ENGINEER ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH CUT WITH PNEUMATIC PAVEMENT CUTTER EXISTING ASPHALT PAVEMENT EXTRA RIGID BASE 518- MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY DEPTH DETERMINED BY CITY SAW CUT EXISTING OIL MAT 6" 5/8" MINUS COMPACTED CRUSHED ROCK UNLESS OTHERVNSE ORDERED BY THE CITY NOTES: CONCRETE 150%OF EXISTING DEPTH TYPICAL PATCH FOR RIGID PAVEMENT ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH 150% OF EXISTING DEPTH TYPICAL PATCH FOR FLEXIBLE PAVEMENT SAW CUT EXISTING CONCRETE PAVEMENT i 5/8" MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY SAW CUT EXISTING ASPHALT PAVEMENT 518` MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY 1. ALL WORK TO CONFORM TO THE CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE iS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY CITY ENGINEER. NOT To SCALE City of Tukwila PAVEMENT RESTORATION SHEET: RS-03 REVISION dl: 08.03 APPROVAL: B. SHELTON CiTY OF TUKWILA Public Works Department 206-433-0179 BULLETIN B2 STANDARD CONSTRUCTION PLAN NOTES Locations shown for existing utilities are approximate. Prior to starting construction, Contact ONE -CALL (1-800-424-6555) for utility locations. CONTACTS 1. Project Manager 2. Project Engineer 3. Owner Polwatte Pangnananda 206-859-7034 Bruce S. MacVeigh, P.E. 206-571-8794 Polwatte Pangnananda 206-859-7034 (Sarana International Buddhist Center) GEOTECHNICAL NOTE 1, rases -c S, / /se 1/Es Kw, P E. , the a'rc :itectlstructural engineer, reviewed the geotechnical report, titled GFess= < tr r:,� /� . , prepared by ssssi s ;s.-. J e'er and dated ft'Ay/Tv -f '/z . I understand the report's recommendations, I explained to the Owner the risks due to slides and 1 incorporated the recommendations into the design. i established measures to reduce potential risk of injury or damage that might be caused by any earth movement predicted in the report. Signature Date KJp/(-/ 22- GENERAL 1. At least one week before beginning construction, contact Public Works Utilities Inspector and schedule a preconstruction meeting. 2. Notify the Utilities Inspector at 206-433-0179 at least 48 hours (2 working days) before starting project site work. 3. Request a Public Works utility inspection at (east 24 hours (1 working day) in advance by calling 206-433-0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre -approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drawings on -site. 9. Contractor shall provide record drawings prior to project final approval. 10. Contractor shall provide traffic control and street maintenance plan for Public Works approval before implementation. 11. All surveying for public facilities shall be done under the direction of a Washington Licensed land surveyor. Vertical datum shalt be NAVD 1988. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. Horizontal datum shall be State Plane Coordinates. 12. The Contractor shall replace, or relocate all signs damaged or removed due to construction. GRADING AND EROSION CONTROL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the clearing limits and install construction entrance. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures, the Contractor shall: • Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. • Stockpile, on site, enough cover materials to cover all disturbed areas. 7. By October 8, seed all areas that will remain unworked during the wet season (October 1 through April 30). Mulch all seeded areas. UTILITY NOTES 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches. All trench safety systems shall meet WISHA requirements. 2. Place power, cable, fiber optics, and telephone lines s in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights -of -way or easements after asphalt paving. WORK iN RIGHT-OF-WAY 1. When activity is unattended, install a sign with minimum two-inch letters stating Permittee or company name, and day and evening phone numbers. TMC 11.08.140 2. install barricades, signs, warning lights, and safety devices sufficient to notify public of obstruction or traffic hazard. Devices must remain until the obstruction is cleared and the right-of-way is restored. TMC 11.08.170A 3. Maintain access to fire stations, fire hydrants, fire escapes, and fire fighting equipment. TMC 11.08.180 4. Maintain access to property adjoining excavation or site work. 5. Preserve and protect all property adjoining excavation or site work. 6. Restore disturbance to private and public property. TMC 11.08.220.D 7. Disturbance of survey monuments and markers requires the Director's preapproval. A licensed surveyor shall replace disturbed monuments and markers. 8. Comply with all state and city laws and procedures to protect public from air, water and noise pollution. TMC 11.08.210 9. Install temporary sidewalk or curb ramp if permanent is blocked. TMC 11.08.220 10. Cover open excavation with non-skid steel plates ramped to elevation of contiguous right of way surface. TMC 11.08.220 11. Store all stockpile material shall be stored in a safe manner to protect the public. PAVEMENT RESTORATION 1. Compact backfill to compaction of undisturbed ground or compact backfill to meet City standards. 2. Restore pavement to its original condition immediately following backfilling or when concrete is cured. a. Except for winter or other weather conditions which prevent paving, complete paving, resurfacing, or facility replacement : • On principal arterial, major or collector street within 3 calendar days. • On other streets within 7 calendar days b. For work prevented due to weather: • Provide a temporary patch. • Provide a construction schedule addressing means and methods to minimize traffic disruption and to complete work as quickly as possible. STORM DRAINAGE NOTES 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, and the current King County Surface Water Design Manual, unless otherwise approved. 2. Mark all storm drain inlets with "Dump No Waste" and either "Drains to Streams", "Drains to Wetlands", or "Drains to Groundwater", as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that match the side slope. 4. Single family residences constructed on lots created by subdivision must provide downspout infiltration shown on the approved plans. 5. Coordinate final stub -out locations with the Utilities inspector. Provide a wire or other detection device and mark stub -out location with a 5-foot 2"x4" stake, buried 4-feet and labeled "storm' or "drain". ,ez "7 j4 /J h'' 4j i F O i"._,► /67 t/ - SEL WAl% Lel- 7 CI D E S APPROVED NOV 02 2012 City of Tukwila PUBLIC Works Cf- 14 P tAt-Nu GAS! -311 sxisr,NG 8A E MKS . fitc,64.e zip 416PaRpoRAT j. PIPE ©RANI lb Appgovep ixScHARag WITH e apniaz cocci s . /Ars?' .z7�7JJo y j-rr_ r� �, f Y-ty . •. -�' F_r'-c;- .� „ 7' c -7'1 / ,�{. 1ss'sot / REVIEWED FOR CODE COMPLIANCE APPROVED NOV 07 2012 City of Tukwila BUILDING DIVISION NOTE: ALL UTILITES TO BE UNDERGROUND. NOTE: MAILBOX LOCATION, IF ALTERED DURING DRIVEWAY WIDENING, TO BE APPROVED BY POST- MASTER GENERAL PRIOR TO PLACEMENT. NOTE: THE LOCATION OF THE ESTABLISHMENT NAME SIGN, IF ALTERED DURING DRIVEWAY WIDEN- ING, WILL BE APPROVED PRIOR TO PLACEMENT. NOTE: THE CONTRACTOR WILL CONTACT THE UNDERGROUND UTILITY LOCATE SERVICE AT 1-800-424-5555 PRIOR TO ANY EXCAVATION ON THE SITE OR IN THE RIGHT-OF-WAY A MiNIMUM OF 48 HOURS PRIOR TO THE WORK. RECEIVED CITY OF TUKWILA OCT 3 1 2012 PERMIT CENTER EXPIRES: 4/24//3 I ' ' .�G'�' 't 2 / '/ �. QG7'/C Cell Phone: (206) 571-8794 0) c 0) 0) CO • O c _ (LS E Q c (I) ..-• ai Ccs to co r - N SG 206-859-7034 PN; 222304-9019 w DESCRIPTION w C2: 00 Z CC 3//I/9y/2 as w cci a is o c c cn 00 00 w f ..11111111 ENGINEER'S DESIGN NOTE: f .. DATE: CONTACT: RE: ADDRESS: ZONING: PLANNING DIVISION COMMENTS October 30, 2012 Sarana International Buddhist Center D12-001, Correction Letter #2 to Revision #1 1524151stAve South LDR Planning has reviewed the above building permit and corrections are required prior to issuance: 1. The City has reviewed the arborist report that was submitted to the City on October 23, 2012. Generally, the arborist report is acceptable; however, there are some issues with the current science that is being applied to the project. The recommendations provided are not consistent with current science for tree root projection. Current science recommends that a critical root zone of 1.5 feet be maintained for every inch in diameter for a protected tree. This would require that 55.5 feet of area be maintained around the cedar tree and 37.5 feet be maintained around the fir tree. The protection area, including installation of the grasscrete, should be expanded as much as possible to allow for infiltration See the attached marked up sheet, which expands the recommended critical protection area recommended by your arborist This area should either be grasscreate or should be undisturbed. Please note that the civil plans will need to be updated to reflect the installation of the grasscrete. By updating the plans we can ensure that all parties have a clear understanding of what needs to be completed. 2. Note: The City will require that an ISA-certified arborist be on site when any work is occurring around the critical root zone. The ISA-certified arborist will also need to be on site during the soil restoration. 3. Once you have resubmitted, the City will work quickly to get all Departments to review the revised civil plans, provided all applicable code requirements are met Once this revision is approved, you should be ready for permit issuance. • //P.a l J VA" /81 • __-- -• •••• 11Q-7" • •1 •r GO, /iV W.4 r/REc While every effort will be made to ensure a high quality brand of "grass-crete" is used and that proper installation is made of the "grass-crete" areas shown on this sheet, the stamping and signing of this plan sheet by the Engineer does not warrant that the use of "grass-crete" pavement will provide a level of satisfactory pavement service which is equivalent to regular asphalt pavement, as originally proposed. "GRASS-CRETE" REQUIREMENTS: 1. The Engineer to approve layout of "grass-crete" areas prior to installation. If the asphalt pavement is installed prior to "grass-crete" installation, the Engineer will approve the paving limits of the asphalt to ensure correct locating of "grass-crete" areas. 2. The Engineer to approve the brand and type of "grass-crete" proposed by the Contractor prior to installation. 3. The Engineer to approve the installation directions for the "grass-crete" as supplied by the particular supplier of the "grass-crete" materials. 4. The Engineer to provide Special Inspections, with reports to the City, of the base placement, topsoil placement and "grass-crete" panel installation. He will also supply to the City for approval the grass mix and spread rate to be used in these areas. • "GRASS-CRETE" AREA LAYOUT FOR PARKING AREAS APPROVED NOV 022012 .,ity of Tukwila PUBLIC Works REVIEWED FOR CODE COMPLIANCE APPROVED NOV 07 2012 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 3 1 2012 PERMIT CENTER EXPIRES: 4/24/1'3 3 4) A--