Loading...
HomeMy WebLinkAboutPermit D15-0030 - SANFT LOUIE - TENANT SPACE ADDITIONVACANT SPACE 14550 INTERURBAN AVE S SUITE 130 D15-0030 City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No: 3365901650 Permit Number: D15-0030 Address: 14550 INTERURBAN AVE S Unit130 Issue Date: 3/25/2015 Permit Expires On: 9/21/2015 Project Name: LOUIE SANFT Owner: Name: GRA INVESTMENTS LLC Address: 4702 FOREST AVE SE, MERCER ISLAND, WA, 98040 Contact Person: Name: LOUIE SANFT Phone: (206) 930-9324 Address: 6120 52 AVENUE S, SEATTLE, WA, 98118 Contractor: Name: J R ABBOTT CONSTRUCTION, INC. Phone: (206) 467-8500 Address: 3408 1ST AVE S SUITE 101, SEATTLE, WA, 98134-1805 License No: JRABBC1022JZ Expiration Date: 3/1/2016 Lender: Name: LOUIE SANFT Address: 6120 52 AVENUE S, SEATTLE, WA, 98118 DESCRIPTION OF WORK: ADDITION OF TENANT SPACE INCLUDING RECEPTION AREA, KITCHENETTE, CLOSET ON FIRST FLOOR AND OFFICE ON THE SECOND FLOOR Project Valuation: $18,500.00 Fees Collected: $791.10 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Chan nelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signatu Date: I hearby certify that 1 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 ttheconditions attached to this permit. Signature:- i( 1 VVIi[_�� I , Date: _ Print Name: LbII neJ This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 26: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 5: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: 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) 2: 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) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 6: Maintain fire extinguisher coverage throughout. 7: 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) 8: 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) 9: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 10: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 11: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 12: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in 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 1011.6) 13: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 14: 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 1011.6.3) 15: 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 1006.3.1) 19: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 17: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 16: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 20: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 22: 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 #2437. 23: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 21: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 24: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 25: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 27: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 28: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 29: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 30: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 31: ***BUILDING PERMIT CONDITIONS*** 32: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 33: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 34: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 35: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 36: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 37: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 38: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 39: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 40: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 41: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 42: 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. 43: 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). 44: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 45: 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. 46: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection line: (206) 438-9350 1700 BUILDING FINAL" 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0603 ROOF/CEILING INSUL 0406 SUSPENDED CEILING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.P-ov SITE LOCATION Building Permit No. Project No. Date Application Accepted: Date Application Expires: use 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" 19 vJ V King Co Assessor's Tax No.: 3365901605,3365901605, Site Address: —�0 Interurban Ave. South Suite Number: Floor: 1&2 Tenant Name: N/A New Tenant: m .....Yes ❑ ..No PROPERTY OWNER Name: A&B Properties Address: 6102 52nd Ave S City: Seattle state: WA Zip: 98118 CONTACT PERSON — person receiving all project communication Name: Louie Sanft Address: 6102 52nd Ave S City: Seattle State: WA Zip: 98118 Phone: (206) 930-9324 Fax: Email: louie.sanft@att.net GENERAL CONTRACTOR INFORMATION Company Name: Abbott Construction Address: 3408 1st Ave South City: Seattle State: WA Z1p' 98134 Phone: (206) 467-8500 Fax: Contr Reg No.: CCJRABBC1022JZ Exp Date: 03/01/201.6 Tukwila Business License No.: BUS-0994189 R\Applications\Fbr -Applications On Linc\2011 Applicationskl?c mit Application Rcvised - 8-9-11.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: Fuller Sears Architect Architect Name: Vahid Khastou Address: 1411 4th Ave Suite 1306 City: Seattle State: WA Zip: 98101 Phone: (206) 682-6170 Fax: (206) 682-6480 Email: vkhastou@fullersears..com ENGINEER OF RECORD Company Name: Coughlin Porter Lundeen Engineer Name: Eric Lentz Address: 801 2nd Ave Suite 900 City: Seattle State: WA Zip: 98104 Phone: (206) 343-0460 Fax: Email: ericl@cplinc.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: 20 AveSo City: State: LA Zip( A Page] of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 18,500 Existing Building Valuation: Describe the scope of work (please provide detailed information): Addition of tenant space, including reception area, kitchenette, closet in first floor and office. in the second floor. Will there be new rack storage? ❑..... Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 0 990 0 0 VB B 2 nd Floor 0 990 0 0 VB B 3 nd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard:. Will there be a change in use? ❑....... Yes FIRE PROTECTION/HAZARDOUS MATERIALS: V1 ....... Sprinklers ❑....... Automatic Fire Alarm Compact: Handicap: ❑ ....... No If "yes", explain: ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El ....... Yes ❑ .......No If "yes, attach list of materials and storage locations on a separate 8-112" x II " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ ....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\For -Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-11.dom Revised: August 2011 Page 2 of 4 bh J ' PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR A Print Name: / Mailing Address: 20 H:Wppliwtions\Form-Applications On Line\2011 ApplicationsTeratit Application Revised- 8-9-11.docx Revised: August 2011 bh Date: ;�'/_" f" Day Telephone: . City Zip Page 4 of 4 t PUBLIC WORKS PERMIT INFORMATION - 206-433-0179 Scope of Work (please provide detailed information): N/A Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0—Water District #125 ❑ .. Highline ❑ . Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Septic System: ❑ On -site Septic System— For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which am: ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut El.. Looped Fire Line ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO #_ ❑ ...Water Only Meter Size............ WO # ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billine: Name: Mailing Address: ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ... Deduct Water Meter Size Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment H:\Applications\Forn -Applications On Line\2011 ApplicationsTcrmit Application Revised- 8-9-11.docx Revised: August 2011 bh Day Telephone: City Day Telephone: City State Zip State Zip Page 3 of 4 Date Paid: Monday, August 15, 2016 Paid By: LOUIE SANFT Pay Method: CREDIT CARD 09069D Printed: Monday, August 15, 2016 2:57 PM 1 of 1 CPW SYSTEMS DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $490.34 D15-0030 Address: 14550 INTERURBAN AVE S Unit130 Apn: 3365901650 $490.34 DEVELOPMENT $467.20 PERMIT FEE R000.322.100.00.00 0.00 $462.70 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $23.14 TECHNOLOGY FEE R000.322.900.04.00 0.00 • • i $23.14 $490.34 Date Paid: Wednesday, March 25, 2015 Paid By: LOUIE SANFT Pay Method: CREDIT CARD 01324D Printed: Wednesday, March 25, 2015 2:41 PM 1 of 1 SYSTEMS Date Paid: Thursday, February 05, 2015 Paid By: LOUIE SANFT Pay Method: CREDIT CARD 015985 Printed: Thursday, February 05, 2015 1:20 PM 1 of 1 RWSYSTEMS INSPECTION RECORD Retain a copy with permit 1z))5 l�M INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 4100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Project: J(A-CAM7— SPA-r—g Type of Inspection: tJ/LAI1dFT �� Address: /gH6-5 1h7v)qO&W /W.S Date Called: Special Instructions: pA) f -r Date Wanted: a.. . p.m. Requester: LW/W 4:o,� 725 L K7-1< f/Ol v OAA hone No: zJ.)& -- g 2 Approved per applicable codes. LJ Corrections required prior to approval. H, Inspector: Date:_ _l REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ,- 1)15-- 0030 I INSPECTION RECORD Retain a copy with permitFIN -0i!0 I ON N . 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: �� t>t2t itnl l9f��/ 13t �U Type of Inspection: lG1�i.(I /n�� L Address: 45-.-0 AVE S Date Called: Special Instructions: �[ Jn Date Wa�e /Z / a.m G Requester': Phone No: Approved per applicable codes. El Corrections required prior to approval. Inspector: A Date:, REINSPECTION PEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 015- 0030 91({- a6D 3 1 INSPECTION RECORD Retain a copywith permit INS?flnlOq atr PE NiiT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Lime (206) 438-9350 Prvjct� 6MA iYpe of�s�ectio ��� Address. �a Date Called: VA ve, Special Instructions; ate W me ' a.m. O s v t P.M, Requester. Phone No,. ® Approved per applicable codes. corrections required prior to approval. . Y M ARa / / • r� - SM i Inspector Date g �— REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 §,,outhcenter Plvd., Suite 100. Call to schedule reinspection. CJ �'fatamc � f =�-K-,p �r � Z4 INSPECTION RECORD Retain a copy with permit �ty- vo Ng2g;MN NO. PERMJT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WAS 98189 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P ------ 'nA to of ykspecti TYP3 It Address: -S'o Xk. ,tL D - to Calk& 70( =r Special Instructions.' r-30 PA Date Want g a.m. W p.m. lRequestec MPne No: Inspector. Hate F-1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 0n Retain a copy with permit 0' ENS-- INSPEC70-NNO. - PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 $outhcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type o Inspect on, ".C/ Aodress'. I y 55-0 T-tAfk>y Uvk'" Date Called: 5v' Special Instructions'. Lkot �f DateW t am. /S— P.m. Qq��©tom __8 b Phone No, 6Approved per applicable codes. 1:1 Corrections required prior to approval. Inspector: Date: -3 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 7, 2017 Louie Sanft 6120 52"d Ave S Seattle, WA 98118 RE: Request for Extension #3 Permit Number D15-0030 Dear Mr. Sanft, This letter is in response to your written request for an extension to Permit D15-0030. 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 July 31, 2017. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Rachelle Ripley Permit Technician File: Permit No. D15-0030 WAPermit Center\E'xtension Letters\Permits\2015\D15-0030 Permit Extension #2.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 NAle--, .2ac)n M& e -GG? Pl-e-ouv, esF+rOA oU,z pe�,� w �e a.,� l� �� r 77� &--� t\*- i LZ W & 51-0 P-6- - '0062- q 7-20-172-2Zq (our -e-, . ��ar? �t 0 ej�- Request for �— q Extension # Current Expiration Date: Extension Request: Approved for days ❑ Denied (provide explanation) Signature/Initials RECEIVED CITY OF TUKWILA. JAN 3 1 2017 PERMIT CENTER City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 12/1/2016 LOUIE SANFT 6120 52 AVENUE S SEATTLE, WA 98118 RE: Permit No. D 15-0030 LOUIE SANFT 6120 52 AVENUE S 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 1/30/2017. . 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 1/30/2017, 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, Paceke pley Permit Technician File No: D15-0030 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 0 Phone 206-431-3670 0 Fax 206-431-3665 . City of Tukwila Jim Haggerton, Mayor • Department of Community Development Jack Pace, Director May 9, 2016 Louie Sanft 6120 52nd Ave S Seattle, WA 98118 RE: Request for Extension #2 Permit Number D15-0030 Dear Mr. Sanft, This letter is in response to your written request for an extension to Permit D15-0030. 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 21, 2016. If you should have any questions, please contact our office at (206) 431.-3670. Sincerely, Rachelle ipl y Permit Technician File: Permit No. D15-0030 WAPerniit Center\Extension Letters\Permits\2015\D15-0030 Permit Extension #2.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 0 Phone 206-431-3670 • Fax 206-431-3665 A Properties Commercial —Industrial —Office —Warehouse 6120 5Td Avenue South Seattle, WA. 98118 206-930-9324 TO: City of Tukwila DATE: April 20, 2016 Building Division 6300 Southcenter Blvd, #100 Tukwila, WA. 98188 ATTN : Bill Rambo —Permit Technician RE: Interurban Office/Warehouse Buildings A-E. 14550 Interurban Ave So. — Permit #D 15-0030 NOTE: Bill, We received a letter from the Tukwila Building Department informing us that the permit above will expire on April 21, 2016. This letter is to formally request an extension of the permit above for an additional 90 days. At this time we are finishing up on some of the final building components. We should have everything completed by the end and have this project signed off in the near future, but we would appreciate you issuing an extention for 90 days as requested. Let me know if you have any questions. RECEIVED CITY Of TUKWILA APR 2 0 2016 PERMIT CENTER Sincerely, �bt'6L 5,*A�- T -)uie Sanft Request for Extension # & B Properties. Current Expiration Date: Extension Request: Approved for o days Denied (provide explanation) Signature/Initials City of Tukwila Allan Ekberg- Havnr Department of Community Development Jack Pace, Director 3/1/2016 LOUIE SANFT 6120 52 AVENUE S SEATTLE, WA 98118 RE: Permit No. D15-0030 LOUIE SANFT 6120 52 AVENUE S 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 4/21/2016. 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 4/21/2016, 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, Bill Rambo Permit Technician File No: D15-0030 6300 Southcenter Boulevard Suite #100 a 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 27, 2015 Louie Sanft A & B Properties 6120 52"d Ave S Seattle, WA 98118 RE: Request for Extension #1 Permit Number D15-0030 Dear Mr. Sanft, This letter is in response to your written request for an extension to Permit D15-0030. 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 April 21, 2016. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D15-0030 WAPermit Center\Extension LettersVermits\2015015-0030 Permit Extension #I.docx 6300 Southcenter Boulevard, Suite #100 e Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 A Properties Commercial -Industrial -Office -Warehouse 6120 5Td Avenue South Seattle, WA. 98118 206-930-9324 TO: City of Tukwila Building Division 6300 Southcenter Blvd, #100 Tukwila, WA. 98188 ATTN : Bill Rambo - Permit Tech RE: Interurban Office/Warehouse Buildings A-E. Building Al00 - Permit #D15-0030 —Permit_ �- 3 l -Iil'ding H—Permii-#H� =z 4?r 3 -43 1 NOTE: Bill, DATE: October 21, 2015 *dtUI WED CM O TUKVV1LA OUT 2 12015, PERMIT CENTER We received a letter from the Tukwila Building Department informing us that the permit applications above will expire on 10/21/15. This letter is to formally request an extension of the permit applications. We are currently finishing up construction of the above permits and working around the finishing of the Interurban Avenue replacement project before all of the leftover items will be complete.. As a result of the Interurban Avenue replacement and waiting for public works to sign off on these permits, we have had to delay completion of our project. At this time, we are requesting an additional 90 days for each of the above permits to be completed. Most likely, they will be closed out sooner. We would appreciate if you could assist us in extending the above permits an additional 90 days. Let me know if you have any questions. Sincerely, E f Request or xtension # 'e Sanft q B Properties. Current Expiration Date: (0 -2 1 -15- Extension Request: Approved for days ❑ Denied (provide explanation) Signature/Initials I City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 9/1/2015 LOUIE SANFT 6120 52 AVENUE S SEATTLE, WA 98118 RE: Permit No. D15-0030 LOUIE SANFT 6120 52 AVENUE S 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 10/21/2015. 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 is 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 10/21/2015, 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, Bill Rambo2 Permit Technician File No: D15-0030 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development February 25, 2015 LOUIE SANFT 6120 52 AVENUE S SEATTLE, WA 98118 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0030 LOUIE SANFT - 6120 52 AVENUE S Dear LOUIE SANFT, Jim Haggerton, 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 1 Ix17 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) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. (BUILDING REVIEW NOTES) 1. Plan notes indicate "Floor structure to refer to previous structural design under previous D11-060". New submittal documents for new construction shall update to comply with current 2012 IBC codes. Construction indicated and described shall be in accordance with the requirements of this code and other pertinent laws or ordinances. The structural design shall be included with new permits and shall be updated and verified to meet current code for the structural design with calculations. Provide the updated wet stamped and signed structural design for wall and floor framing under current 2012 IBC. (IBC 107.3) 2. The one office bathroom shows opening into the kitchenette. The route to the public toilet facilities required by Section 2902.3 shall not pass through kitchens food preparation areas. Revise the floor plan where the access to the bathroom shall not pass through the kitchenette area. (IBC 2902.3.1) 3. Show where the accessible parking is provided within close vicinity of the main entrance. Also provide accessible specifications for bathroom fixtures, grab bars to include all related accessible barrier free requirements to include the ADA signs for the parking. (ANSI 2009 & IBC Chapter 11) Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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. Ag00 Cnuthrnntor Pnid—nrd Qr,;toetInn a Tulne,iln W oh;r,..f. OR1RR a Ph— 'Y1K_,1U_-7K7n a If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. 1315-0030 (i?nn.Qnuthrontor Rnvinvnrd RYjita lfln0 a Tii"u;ln Wnchin otnn ORIRR a Phnno ')OA-d31-?Fi7n a )7—, ?OA-del-2FFS PERMIT COOR® COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0030 DATE: 07/28/16 PROJECT NAME: VACANT SPACE SITE ADDRESS: 14550 INTERURBAN AVE S - SUITE 130 Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Dtvtsion Revision # before Permit Issued X Revision # 1 after Permit Issued A-0 -AP Fire Prevention to 8-3-10 Planning Division 1b Public Worws Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 08/02/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/30/16 Approved Corrections Required ❑ (corrections entered in Reviews) REVIEWER'S INITIALS: Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COOK® COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0030 DATE: 03/12/15 PROJECT NAME: VACANT SPACE SITE ADDRESS: 14550 INTERURBAN AVE S - SUITE 130 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Iq lA1N L 1' 11-16 Buing Division19 Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 03/17/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/14/15 Approved ❑ Approved with Conditions d Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0030 DATE: 02/05/15 PROJECT NAME: VACANT SPACE SITE ADDRESS: 14550 INTERURBAN AVE S — SUITE X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # DEPARTMENTS: Building Division i WiA A? Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required Nf (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Revision # after Permit Issued IY(A we, 2�►��� Fire Prevention Structural ❑ Planning Division Permit Coordinator a DATE: 02/10/15 Structural Review Required ❑ DATE: DUE DATE: 03/10/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED:✓ Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: WC 12/18/2013 PROJECT NAME: \)n aA; SITE ADDRESS: J4,SSV Jv1, PERMIT NO: (S - © 030 136 ORIGINAL ISSUE DATE: 3 REVISION NO. DATE RECEIVED JINITIALS 7y-10 TAFF ISSUED DATE STAFF INITIALS Summary of Revision: T— -" Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tukwi]aWA.Rov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number:' ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued s- ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Project Addre; Contact Person: Summary of Revision: Phone Number: Z_e)(() 9`2�() q ?9� RECEIVED CITY OF TUKWttA-- L 2 g 2016 Sheet Number(s): 4 "Cloud" or highlight all areas of revision including dare i io Received at the City of Tukwila Permit Center by: [),�Entered in TRAKiT on--7-,A-1 Op WAPermit CenterUemplates\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: 03/11/2015 Plan Check/Permit Number: D15-0030 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: Interurban Building A Tenant 4 Project Address: 14600 Interurban Ave S Contact Person: Louis Sanft Summary of Revision: Phone Number: (206) 930-9324 1. Stamped structural drawings and Calcs. for wall and floor framing have been provided. 2. Wall and door has been added that separates kitchenette from route to public toilet facility, in accordance to IBC 2902.3.1. See sheet A2.1 and A2.2. 3. See site plan (A1.0) for accessible parking details/specifications. See Building A plan (A2.0) for bathroom accessibility details/specifications. RECOM Crrf OF TUWWU M 12 2015 PEW GEC Sheet Number(s): A1.0, A2.0, A2.1, A2.2, S2.1 B, S 6.3 "Cloud" or highlight all areas of revision including date revisio C Received at the City of Tukwila Permit Center by: �" Entered in Permits Plus on H:\Applications\Form-Applications On Line\2010 Applications\?-2010 -Revision Submival.doc Revised: May 2011 J R ABBOTT CONSTRUCTION ITT" Page 1 of 3 Hone Inicio en Espanol Contact Safety Washington State Depaftent of Labor & Industries J R ABBOTT CONSTRUCTION INC Owner or tradesperson FRASER, RICHARD H Principals FRASER, RICHARD H FRASER, GWEN F NELSON, RONALD A, PRESIDENT KLEIN, DOUGLAS J, PRESIDENT STRAND, TIMOTHY R, PRESIDENT SPRAGUE, ANDREW W, PRESIDENT ABBOTT, JOHN R, PRESIDENT STEDMAN, TROY L, PRESIDENT PRICE, MICHAEL W, PRESIDENT SHALLEY, BRANNON E, PRESIDENT NEWMAN, WENDY P, VICE PRESIDENT MCGOWAN, JOHN P, VICE PRESIDENT ABBOTT, DAWN E, SECRETARY SEAMNA, MARK C, SECRETARY ROBERTSON, ROBERT M, TREASURER Doing business as J R ABBOTT CONSTRUCTION INC Search L&1 la" A-`G Index Help M.V Secure L &I Claims & Insurance Workplace Rights Trades & Licensing 3408 1ST AVE S SUITE 101 SEATTLE, WA98134-1805 206-467-8500 KING County WA UBI No. Business type 600 479 123 Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. .......................................................................... Meets current requirements. License specialties GENERAL License no. JRABBC1022JZ Effective -- expiration 04/09/1998— 03/01 /2016 Bond LIBERTY MUTUAL INS CO $12,000.00 Bond account no. 023009869 Received by L&I Effective date 04/24/2006 04/01/2006 Expiration date Until Canceled https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=600479123&LIC=JRABBCI022JZ&SAW= 3/25/2015 I ' 0 AO? TRASH ENCL 2 / ��-----� Al. N wP�ER UNE _--� s LANE ,� .9 10 11 ' I N1G ROPER/ ' 26 —10 1/2 26 —10 1 2" 23'-5" P— I d 1 2 3 3.9 --T TAP —_-- ( I I I I TRASH ENCLOSURE SETBACK (� I I I i SETBACK I I I I I I 1 1 SETBACK I �� J I I 20'-0" _ N 4- CD Q7,— TDI IAIt' ATC ;w h kICC TVD 1 /16" = 1'-0" FAI I I I NCATED 6OMES TYP VINYL FLOOR W/ ADA TRANSITION STRIP AT DOOR ASPHALT (SEE CIVIL DWGS — TYP.) PICNIC TABLE REA �0 I I I I L-3 I I E S��gPG� I I�oo I FOR FLOOR STRUCTURE, REFER TO APPROVED STRUCTURAL DRAWING l DATED 19/09/2014 UNDER PERMIT NUMBER ( D11-060 I SETAPI ATC PERAJIIT REQUIRED FOR: 1131.��, ,��,Ochanicai ti''LLlectrical mbing i as Piping City of Tukwila 6L!P-01 4 G DIVISION REVISIONS FM—o changes shall be made to the scope of %trade without prior approval of �s'c�.�rila Building Division. NO = I: ,3v`0ns will require a new plan submittal and may in,cde additional plan revievl fees. 1 Lei Plan Plan r mAaw approval is subject to errors and omissions. Approval of construction documents does not authorize the Violation of any adopted code or Ordinance. Receipt of approved Hold Copy and conditions is acknowledged: v By: L Date: City of i uWa BUILDING DIVISIOM VIEWED FQI 1COME COMPLIAINIC APPROVED D AUG 0 5 2016 i � VWr • city diTfl BUILDING DIVISION TOILET ROOM NOTES STANDARD LANDLORD PROVIDED FIXTURES: 1. FLOOR MTD..TOILET NOTE: TOILET FLR PLAN CONFIGURATIONS 2. WALL MTD. LAVATORY MAY VARY. COORD THIS TOILET AREA 3. EXHAUST FAN (75 CFM MIN. RATING) PLAN W/ FLR PLANS AND PROVIDE AT 4. LIGHTING PER ELECTRICAL DWG'S MIN CLR TYP DIMENSIONS AS SHOWN 6. 4" H COVED BASE 7. GRAB BARS — TO WITHSTAND 250# POINT LOAD 8. ADA REQ'D. DOOR SIGNAGE 9. TOILET PAPER DISPENSER 10. SANITARY NAPKIN DISPENSER 11. LIGHT FIXTURE W/ WALL SWITCH 12. INSULATE OR GUARD EXPOSED DRAIN AND HOT WATER PIPES UNDER THE LAVATORY. CMU SHEAR WALL LLL V r-L_ty TOILET ROOM FINISHES � N 0 1/4" POLISHED PLATE GLASS MIRROR, MOUNT AT � 2 3 —4" AFF TO BOTTOM. © 7 20 PROVIDE PAPER TOWEL DISPENSER BY BOBRICK, #B 2620, MOUNT AT S-2" AFF. © 7 O TOILET PAPER DISPENSER BY BOBRICK, #B-2888, MOUNT AT 2'-0" AFF ( TOILET / NTERTOP TO CENTERLINE, AND 2'-6" FROM REAR WALL. PRIVATE 3 3� SEAT COVER DISPENSOR USING BOBRICK B-4221 CONTRA SERIES RESTROOM � � � ® SOAP DISPENSER BY BOBRICK, #13-155, MOUNT AT 3'-4" AFF (2 EACH) 5 " 7 `D O GRAB BAR BY BOBRICK, MOUNT AT 2'-11" AFF, (1) 3'-0" LONG BAR AT BACK WALL — HOLD 6" FROM CORNER, (1) S-6" LONG BAR AT SIDE WALL — HOLD 8 ao -< 12" FROM CORNER. (B490-36 AND B490-42) 8 N © WALL & CEILING PAINT: Q _ BENJAMINE MOORE #2140-70 "WINTER WHITE" O P—LAM WAINSCOTT TO 4'-0" AFF W/ POLISHED MTL. TRIM EDGE FORMICA #692-58 "FOLKSTONE CELESTA" MATT FINISH PLAN ELEV ELEV ® SEAMLESS VINYL FLOORING W/ INTEGRAL COVE BASE 4" MIN: 2 AZROCK MIPOLAM #4027 The followinq shall be required in all units noted to be handicapped accessible on the drowinas: — Thresholds shall be flush or beveled with a maximum edge height of 1/2", and shall not slope more than 1 in 2. — The height of accessible water closets shall be 17" to 19" measured to the top of the seat, seats shall not be sprung to return to a lifted position. — Lavatory faucets shall be lever type or operable by a closed fist with a force not to exceed 5 pounds. Faucets shall be no more than 17" from the front edge of the lavatory or counter. Self closing valves if used shall remain open for at least 10 seconds per operation. — Where mirrors or shelves are provided, at least one shall be installed so that the bottom of the mirror or the top of the shelf is within 40" of the floor. All 2/10 doors shall be provided w/offset hinges such that a 32" minimum clear opening is provided. w.. a_ w t;kl EIJJ,!5-��14 # 1 /4" = 1'-0" OF TUKWILA Q<1 ~ O O v� N W c Fa W oc W a W a W a Q d' to 0 O O O z r N M qhm�}«.tit trta ts'7N,."�tK �`il{?&}j 'RU}p RrSt83:3Y �"01'led 77 'e�"„ti1GS5,4110iYtYaWaaU�3F�st : �M4 �a`r�X2';;'%i try bYAtYJfi4f�Sli �'„f1t�.J3Nfi �S �Rt3R,a t:C.�f'Ylle�EiYP,fl4vY;aY)i@WYt3�' t '&,'^agi.};r,3;�te2kat'Xanti;At9}Yt:�i'N� �;;,snn1KS , Edtpei�!t1FAWkx&,k6N'W it w -J o 2 Z 60 s N z � ¢ I3 Q� O QW •-1 J tN Rt J t Job Number. 1005-0.00S Date: FEBRUARY 4, 2015 Principal In Charge: WWAM FUWR Project Manager. VAHID KHASTOU Drawn By. THOMAS KEANE Sheet Title: FLOOR PLAN Sheet Number A2mO a 2015 FOUR -SEARS ARCHITECTS I 1 /4" = 1'-0" LVL 1 AREA: 990 SF NO II 1 I A2.2 I I I 3'X2' I I WINDOW 200 9'-10" 13'-1 " � I I 41-0„ 5'-6,1 STAIRS: R=24 @ 7' N T=22 @ 11" `V CONFERENCE ROOM X o 291 SF 0 o z O FOR FLOOR STRUCTURE, FINISH FLOOR REFER TO APPROVED STRUCTURAL DRAWING DATED 19 0 /2014 UNDER PERMIT NUMBER D11-060 2 HALF WALL W1 �Wfl 201 W2 202 c W OFFICE 00 210 SF o OFFICE 156 SF II I DN I I I I I I I I I I I 3'X3' WINDOW O EL. +14'-0" _ T.O. LEVEL 2 F.F. rft EL. +8'-0"_ A.C.T. _EL. +0' _ _ T.O. CONC. SLAB 1 /2" = 1'-0" EL. +14'-0" _ T.O. LEVEL 2 F.F EL. +0' _ T.O. CONC. SLAB 1 /2" = 1'-0" 1 /4" = 17-0" v SEE STRUCTURAL EQ EQ EQ EQ EQ 11 1'-0" I REFRIGERATOR bb r s N � b b F J Ali r / r / 11 41 u HALF wnu /lVA 1 11 L COVER 1 /2„ = 13-0" L/\IJ IIIYV J I VI\LI 1\VIY I WINDOW BEYOND AIRS PER PLAN PPROVED AUG 0 5 2016 bity of TukvAla BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 28 2016 PERMIT CENTER as F O CM O m > > Cn [if H W a H W a H W a Q w tt� r O N o O O O z r cm co f ,'�I4'S,`f�'d±wnkrA&'S?k M�1rk:F4iE 4 vQisl>ti" g � x BROW ,miale:.ut�,ti�ncwamdxzt¢tii� � h?s}}rr.�,7Y?�°. x".YF,'iw`"rnfAYW'vv"�?'l9S ✓N NiY4;,,. � �ss�;val;.'.,ua,kmzafm.>l4nr{aY'' I;m��,g'� 5 w U J Oz WW �C~7 Q lL O < W gym:_ =_ mfmr`fu w,�a a urtu f�5m a w—'"•,. Chuvs�amn ,wanusw,m:m 3h�}ftrw* audmr.. , i y3� Job Number. 1005-0.006 Date: FEBRUARY 4, 2015 Prfndpd In Charge: WWAM FUW72 Project Manager. VAHD KHASTOU Drawn By. THOMAS KEANE Sheet Title: FLOOR PLANS 5 ELEVATIONS Sheet Number. A 2 m FUUH-SEW ARCHITECTS GENERAL NOTE5 1. POST BUILDING ADDRESS SIGN ON FRONT OF BUILDING AS REQUIRED BY BUILDING OFFICIAL. COORDINATE WITH ARCHITECT. 2. CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY, PROTECTION OF PROPERTY AND THE LIKE DURING THE PERFORMANCE OF THE WORK. 3. THE CONTRACTOR IS REQUIRED TO COMPLY WITH ALL APPLICABLE REGULATIONS AND CODES OF THE GOVERNING AUTHORITIES AND OWNERS. 4. PROVIDE METHODS, MEANS AND FACILITIES REQUIRED TO PREVENT CONTAMINATION OF SOIL, WATER OR ATMOSPHERE. 5. INSURE MINIMUM INTERFERENCE WITH EXISTING ROADS, STREETS, SIDEWALKS, PARKING FACILITIES AND ADJACENT FACILITIES. DO NOT CLOSE OR OBSTRUCT WITHOUT PRIOR APPROVAL. 6. ALL SALVAGE WILL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS NOTED OTHERWISE (UNO). PROMPTLY REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL SAID MATERIAL AT CONTRACTOR'S EXPENSE. 7. DIMENSIONS ARE TO: - FACE OF MASONRY OR CONCRETE, CENTER LINE OF COLUMNS, FACE OF STUD, OR FACE OF MULLION UNLESS NOTED OTHERWISE. - DIMENSIONS INDICATED CLEAR (CLR) ARE TO FINISH FACE. - DIMENSIONS TO DOOR AND WINDOW OPENINGS ARE ROUGH MASONRY OPENINGS UNO. - ALL MASONRY DIMENSIONS ARE NOMINAL. 8. SCRIBE GYPSUM BOARD OF WALLS AND PART11IONS TO IRREGULARITIES OF STRUCTURE OR DECK ABOVE AND SEAL TIGHTLY AROUND ALL PENETRATIONS. 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S WORK AND/OR SUPPLIED ITEMS THAT ARE "FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR" OR "NOT IN CONTRACT" (NIC), BUT ARE ATTACHED TO CONTRACTOR'S WORK. 10. ALL RAMPS TO HAVE MAXIMUM 1:12 SLOPE. RAMPS WITH SLOPE OF 1:20 OR GREATER TO HAVE HANDRAILS PER WASHINGTON STATE HANDICAP CODE. 11. ALL STAIRS TO HAVE MINIMUM 11" TREADS AND MAXIMUM 7" RISERS, UNO. 12. MINIMUM ROOF SLOPE SHALL BE 1/4"4-0". _ 13. CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE DRAWINGS AND SPECIFICATIONS AND WITH THE NOTIFICATION OF THE ARCHITECT OF ANY DISCREPENCIES WITHIN THE DOCUMENTS AND THE SCOPE OF WORK. CONTRACTOR IS RESPONSIBLE TO COORDINATE ANY AND ALL REVISIONS TO THE DRAWINGS. 14. FIRE EXTINGUISHERS TO BE LOCATED PER FIRE MARSHALL'S DIRECTION. AS REQ'D. 15. ALL ROUGH -INS SHALL BE APPROVED PRIOR TO FRAMING INSPECTION. 16. PROVIDE ONE 2A-1013C FIRE EXTINGUISHER PER 3,000 SQ.FT. OR EACH 75' OF TRAVEL DISTANCE, AS REQUIRED BY FIRE MARSHALL. 17. EXIT LIGHTING SHALL BE PROVIDED WHEN TWO EXITS ARE REQUIRED. THE EMERGENCY SYSTEM SHALL BE SUPPLIED BY A SEPARATE SOURCE OF POWER AND HAVE AN EMERGENCY BACK UP SYSTEM. EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH EMERGENCY LIGHTING HAVING THE INTENSITY OF NOT LESS THAN 1 FOOT CANDLE AT FLOOR LEVEL. IBC SECTION 1006.3. 18. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 19. EXCEPTION: KEY -LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHEN THE MAIN EXIT CONSISTS OF A SINGLE DOOR OR PAIR OF DOORS IF THERE IS A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." THE SIGN SHALL BE IN LETTERS NO LESS THAN 1 INCH HIGH ON CONTRASTING BACKGROUND. WHEN LOCKED, THE SINGLE DOOR OR BOTH LEAVES OF A PAIR OF DOORS MUST BE FREE TO SWING WITHOUT OPERATION OF ANY LATCHING DEVICE. 20. TRASH DUMPSTERS AND COMPACTORS SHALL BE PROVIDED WITH RUBBER WHEELS N.I.C. 21. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS; AND ALL OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. t E� P AC ACCOUSTIC FIXT FIXTURE OD OUTSIDE DIAMETER ADD ADDENDUM FL FLASHING OFS OVERFLOW ADD'N ADDITION FLR FLOOR SCUPPER ABC AGGREGATE BASE F.D. FLOOR DRAIN OFD OVERFLOW DRAIN COURSE FLUOR FLUORESCENT - AGG AGGREGATE FTC FOOTING PARA PARAPET A/C AIR CONDITIONING FND FOUNDATION PTD PAINTED AL ALUMINIUM FIR FRAME PG PAGE ALT ALTERNATE FHC FIRE HOSE CABINET PR PAIR AB ANCHOR BOLT FV FIELD VERIFY PNL PANEL ABV ABOVE PTN PARTITION & AND GA GAUGE d PENNY ARCH ARCHITECT GI GALVANIZED IRON PL PLATE ASP ASPHALT GL GLASS PLBG PLUMBING GD GRADE PLYWD PLYWOOD BSMT BASEMENT GYP GYPSUM PT POINT BM BEAM GWB GYPSUM WALL PSI POUNDS PER BEL BELOW BOARD SQUARE INCH B.M. BENCHMARK GRIND GROUND PSF POUNDS PER BLKG BLOCKING SQUARE FOOT BD BOARD HR HANDRAIL PC PRECAST BO BOTTOM OF HDN HARDENER PL PROPERTY LINE BLDG BUILDING HDW HARDWARE HDWD HARDWOOD R RADIUS CABT CABINET HTR HEATER REG REGISTER C.I.P. CAST IN PLACE HT HEIGHT REQ'D REQUIRED C.B. CATCH BASIN HP HIGH POINT REV REVISION CLG CEILING H.M. HOLLOW METAL RD ROOF DRAIN CEM CEMENT HORIZ HORIZONTAL RFG ROOFING CG CENTIGRAM HB HOSE BIB RM ROOM CL CENTER LINE HW HOT WATER RGH ROUGH CER CERAMIC RD ROUND C.T. CERAMIC TILE IN INCH CHAN. CHANNEL ID INSIDE DIAMETER SCR SCREW CLR CLEAR INSUL INSULATION SECT SECTION C.O. CLEAN OUT INT INTERIOR SEL SELECT CLOS CLOSET INV INVERT SHT SHEET COL COLUMN SDG SIDING CONC CONCRETE JAN JANITOR SIM SIMILAR CONN CONNECTION JT JOINT SLDG SLIDING CONST CONSTRUCTION JST JOIST SM SMOOTH CJ. CONTROL JOINT SPEC SPECIFICATION _ CONSTRUCTION JOINT KP KICK PLATE SPL SPLASH CONT CONTINUOUS SQ SQUARE CONTR CONTRACTOR LAM LAMINATED STD STANDARD COR'G CORRUGATED LDG LANDING SS STAINLESS STEEL CTR COUNTER LAV LAVATORY STRUC STRUCTURE CTSK COUNTERSINK LG LENGTH SUSP SUSPENDED CMU CONCRETE LOC LOCATION SWBD SWITCHBOARD MASONRY UNIT LT LIGHT CMS CORRUGATED LWC LIGHT WEIGHT TIC TOP OF CURB METAL SIDING CONCRETE TG TEMPERED GLASS LVR LOUVER T.O. TOP OF D.A. DAMP PROOFING LOC LOCATION T.S. TUBE STEEL DIAG DIAGONAL TSD TOP OF STEEL DIAM DIAMETER MO MASONRY OPENING DECK DIM DIMENSION MATL MATERIAL TYP TYPICAL DISP DISPENSER MFR MANUFACTURER DWL DOWEL MAX MAXIMUM U.N.O. UNLESS NOTED DN DOWN MCJ MAS CNTRL JNT OTHERWISE D.S. DOWNSPOUT MECH MECHANICAL U.N.P. UNDER SEPARATE DWG DRAWING MET METAL PERMIT MTL METAL EA EACH ML METAL LATH V VENT EL ELECTRIC MID MIDWAY / MIDDLE VERT VERTICAL EDF ELECTRIC DRINKING MIN MINIMUM VEST VESTIBULE o FOUNTAIN MLDG MOULDING VCT VINYL COMPOSITION ELEV ELEVATION MULL MULLION TILE EQ EQUAL EQUIP EQUIPMENT NG NATURAL GRADE WWM WELDED WIRE MESH EXH EXHAUST NOM NOMINAL WC WATER CLOSET x EXP EXPANSION N.I.C. NOT IN CONTRACT WH WATER HEATER EJ EXPANSION JOINT 0/ OVER WF WIDE FLANGE N EXIST EXISTING OBS OBSERVE W/ WITH OC ON CENTER W/O WITHOUT FT FEET OPG OPENING FIN N H FINISH CIA OVERALL 22. BUILDING INSULATION SHALL BE PROVIDED AS INDICATED IN DWGS. W/ R VALUES PER ENERGY CALCULATIONS. 23. EVERY HANDICAPPED PARKING SPACE SHALL BE IDENTIFIED BY A SIGN CENTERED ON THE STALL. THE BOTTOM OF THE SIGN NEEDS TO BE 60 INCHES ABOVE THE PARKING SURFACE, AT THE HEAD OF THE PARKING SPACE. THE SIGN SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESS AND THE PHRASE "STATE DISABLED PARKING PERMIT REQUIRED". PROVISION UNDER SITE DEVELOPMENT PERMIT. 24. THIS DRAWING IS AN INSTRUMENT OF SERVICE ONLY. THE COPYRIGHT TO THIS DRAWING BELONGS TO THE ARCHITECT. NO PERSON MAY USE THIS DRAWING FOR ANY PURPOSE OTHER THAN THE INTENDED ORIGINAL PURPOSE FOR THE ORIGINAL CLIENT. THIS DRAWING MAY NOT BE REPRODUCED IN WHOLE OR IN PART, IN ANY MANNER OR STORED IN ANY FORM FOR REPRODUCTION WITHOUT THE EXPRESS PERMISSION OF THE ARCHITECT. NO VALUE SHOULD BE SCALED AND ALL VALUES SHOULD BE CHECKED AGAINST FIELD VALUES AND/OR CHECKED WITH THE ARCHITECT. IF ANY VALUES IS FOUND TO BE INCORRECT OR INVALID, THEN IT IS THE RESPONSIBILITY OF THE USER TO INFORM THE ARCHITECT AND TO OBTAIN THE CORRECT VALUE FROM THE. ARCHITECT PRIOR TO ACTING. 25. PER W.S.E.C. SECTION 1416.3.2 ACCEPTANCE: FINAL CERTIFICATE OF OCCUPANCY SHALL NOT BE ISSUED UNTIL THE BUILDING OFFICIAL DETERMINES THAT THE PRELIMINARY COMMISSIONING REPORT REQUIRED BY SECTION 1416.2.6.2 HAS BEEN COMPLETED. IF THIS DRAWING WAS CREATED AND/OR TRANSFERRED ON ELECTRONIC MEDIA TO ANY OTHER PERSON OR BODY, THEN THE USER SHOULD BE AWARE THAT THE DRAWING MAY HAVE BEEN ALTERED AFTER ISSUE BY THE ARCHITECT. THE ONLY ORIGINAL OF THIS DRAWING RESIDES IN THE FILES OF THE ARCHITECT, AND SHALL TAKE PRECEDENT OVER ALL COPIES, PAPER OR ELECTRONIC. THIS DRAWING MAY CONTAIN MATERIAL WHICH WAS PROVIDED FOR INFORMATION ONLY TO THE ARCHITECT BY THE CLIENT OR CLIENTS CONSULTANTS. THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OR THE COMPLETENESS OF THIS MATERIAL. IF VALUES IN THE DRAWING ARE FOUND TO BE CRITICAL TO THE SCOPE OF WORK, THEN THE USER IS ADVISED TO REFER BACK TO THE ORIGINAL MATERIALS IN THE HANDS OF THE CLIENT. FIRE ADDRESS: APPROVED ADDRESS SHALL BE PROVIDED FOR ALL BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. FIRE ADDRESS/TEMPORARY: TEMPORARY ADDRESSING IS REQUIRED DURING CONSTRUCTION SHALL BE VISIBLE FROM THE STREET. FIRE KNOX BOX: IF THE BUILDING OR SUITE HAS A FIRE PROTECTION SYSTEM, A KNOX BOX SHALL BE INSTALLED IN AN APPROVED LOCATION AND ALL REQUIRED KEYS SHALL BE ON SITE FOR LOCK UP PRIOR TO BUILDING FIRE FINAL. FIRE OCCUPANT LOAD: OCCUPANT LOAD SHALL BE POSTED IN A CONSPICUOUS LOCATION AT OR AROUND THE MAIN EXIT. PORTABLE FIRE EXTINGUISHER: PORTABLE FIRE EXTINGUISHER WILL BE REQUIRED DURING CONSTRUCTION AND INSTALLED FOR FINAL INSPECTION. CLASS 2A 108C TYPE IS/ARE REQUIRED. PLEASE MOUNT THE EXTINGUISHER(S) IN A CONSPICUOUS LOCATION APPROVED BY THE FIRE DEPARTMENT AND LOCATE THE EXTINGUISHER(S) SO THAT THE TRAVEL DISTANCE FROM ANY POINT IN SPACE DOES NOT EXCEED 75 FEET TO AN EXTINGUISHER. (THE DISTANCE BETWEEN EXTINGUISHERS CAN BE 150 FEET). FIRE SPRINKLER SYSTEM: STRUCTURE SHALL HAVE A FIRE SPRINKLER INSTALLED PER NFPA AND EASTSIDE FIRE & RESCUE REQUIREMENTS. SUBMIT FOR A FIRE PERMIT. EXISTING BUILDING- NO CHANGES TO BUILDING ENVELOPE. M I f sr �11 GRID LINE DRAWING TITLE EXTERIOR ELEVATION KEY DETAIL REFERENCE WALL SECTION DOOR NUMBER WALL TYPE SCALE $ SHEET # X INTERIOR X X. X ELEVATION KEY X X ENLARGED AX.X PLAN lr � "I BUILDING X X SECTION A4.0 A4.0 WINDOW TYPE OH FINISH TAG X- Iz s Building Identifier: A Applicable Code: IBC 2012 Edition Site Area: 3.3 ACRES Zoning: C/LI Occupancy Groups (Future tenants): B Mixed Use Class Non Separated Uses Construction: Type VB SPRINKLERED Height 32 ft +/- (highest point) Number of Stories Two Wind Exposure / Seismic Zone WA, Existing Structure Proposed Buildina Uses/Exits Reauired Area Occ. Load Factor Occ. Load Exits required Exits Provided Tenant 4 - warehouse 4,617 500 9 1 3 Tenant 4 - main floor office 990 100 10 1 1 1 Tenant 4 - mezzanine office* 990 100 10 1 1 1 Tenant 4 Total 6,597 �'. � � � ��� pis 4 3E� � ► °j; s s I >� Permit Mo.yJl�v00W Plan rovlow approval is subject to errors and omissions. Approval of construction documents does not authorise tho vlolatlon of any adopted code or ordinance. Receipt of aapprovad Field Copy and conditions is acknowledged: Date: -1; City of Tukwila BUILDING DIVISION -®- PLA.lI�I APPROVED No changes 'cell be made. to these plans without approval from the Planning Division of DCD Approved By: Date. 990(2)SF/100= 20 OCCUPANT 1 LAVATORY AND WATER CLOSET REQUIRED, 1 LAVATORY AND WATER CLOSET PROVIDED. SEPARATE REQUIIIED FOR: eMechanical [v Electrical 5,Plumbing ff Gas Piping Citj of Tukwila 5UI1_D1;11G DIVISION EXISTING BUILDING- PARKING REVIEWED AS DART OF SHELL AND CORE PERMIT. a ' r r r �wA ADDITION OF TWO STORY TENANT SPACE, INCLUDING RECEPTION AREA, KITCHENETTE, CLOSET, AND OFFICES. ARCHITECTURAL ADA COVER SHEET A1.0 SITE PLAN A2.0 FLOOR PLAN A2.1 FLOOR PLANS & ELEVATIONS A2.2 SECTION, WALL TYPES, DETAILS 'Ilk M, 4 rv11*0 Owner: A & B Properties 6102 52ND AVE S Seattle, WA - 98118 contact: Louie Sanft Louie.sanft@att.net Architect: Fuller/Sears Architects 1411 Fourth Avenuem, Suite 1306 Seattle, WA 98101 206 682 6170 contact: Vahid Khastou VKhastou@fullersears.com General Contractor: JR Abbott Construction 3408 1st Ave S, Ste 101 Seattle, WA 98134 206 467 8500 contact: Marc Parsons mparsons@irabbott.com PLUMBING ELECTRICAL Structural Engineer: Coughlin Porter Lundeen 801 2nd Ave Suite 900 Seattle, WA 98104 206 343 0460 contact: Eric Lentz EdcL@cplinc.com MEP Engineer: TBD REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division - NOTE: Revisions will require a new plan submittal and may include additional plan revis,l fecs. I REVIEVVED FOR CODE COMPLIANCE APPROVED MAR 18 2015 Ci of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 0 5 2015 :PERMIT CENTER J H H H W Y IL Q UJ � H T w O Q N o O O �L r aa�}at i ato-" �. i ��?3,.aa¢�wa2at3tka .insna'�' ti'ol w > � licit#�s„V2�",' Maawt��w+,�{;!.ant UUt\lY4YiiS�iv }.4 f 1 � 1:9Y31A`Y:.S$4�Y16J4IIS $rtultSt.'*va rU� t��° _ it t r P r t r ...... &tY Job Number: 1005-0.006 Date: FEBRUARY 4, 2015 Principal in Charge MIWAM FUu.ER Project Marwger VAHID KHASTOU Drawn By. THOMAS KEANE Sheet Title: COVER SHEET FUG EW ARCHITECTS i 1 41, A:F cool 0 •1 �1 O 0 0 O 4 4 TOP 01' RI ['ER EANIf O o 0 O , IQ � 25 TRA R s S f S / -- / i f HIgH w R�VFR ATeR / i UNf i _2 INTERURBAN AVENUE PARKING CALCULATIONS REQUIRED: •• WAREHOUSES 56,990 SF @ 1,2000 ■ 28.5 STALLS OFFICES 9,405 SF @ 3,1000 ■ 28.2 STALLS RETAILi 2,342 SF @ 2.5v1000 ■ 5.8 STALLS 58,737 SF 62.5 TOTAL PROVIDEDi 22 - LONG 10 x 30 27 - STANDARD (9' X 19') 4 - COMPACT STALLS (8' X 17' ANGLED) 10 - COMPACT STALLS (8' X 16') 63 TOTAL (INCL. 4 HC STALLS) CONC. SIDEWALK CATED DOMES AT CROSSINGS — TYP. SITE AREAz 141,868 SF (3.3 ACRES) 11 8 200' SETBACK z J � � CO fl� Q L C)0) `fir h r F- N e a a F- Z O m !O > � H CC a F- a � L,J T d' O T O \ ¢ o N O M O C31v-lcql I I I eta .a ,all, mtNkn fi g$ni$,' — ) USFliw.33n�eY ."� 'an, AiW'�.`�aN4Bx4� .t 9� r Efi"�fUXi,lx.U4Y51"WkUH'i"Ni:klbri�'.GebU'�' i�flN4Wdt.U,.E�ASYfiYr Vi 4'U:U+ttb IXw:sx'C& ?B1Ultabtgpp { .vAma ��,m �¢ ".`Y� Ili _ .um,, M'Xi52Fl+IRd'�,"i�Y�""tdk4U�".Y�CmSW N Ld J VLLI O LJ N y LLJ Cl: Q ?2 } Ll- Q Q Ll.r J N Job Number. 1005-0.006 Date: FEBRUARY 4, 2015 Principal In Charge: VALLIAM FULLER Project Manager. VAHID KHASTOU Drawn By. THOMAS KEANE Sheet Title: SITE PLAN Sheet Number AlmO 02OW WER-SEARS ARCHITECTS z 0 I I i / PICNIC TABLE REA R BP ' 0 TRASH ENCL 2 / ♦— --- A1.1 �110 N� OPER/ 26'-101/2" 26'-101 2" 23'-5" L-3 1O 2 O3 3.9 4 �O _ 5 6 6.9Q7 I- 29'-8 /2 1 I 1'-2 8" AL- 2 I A _ TENANT I "A 7 ___--'"- 5 555 SF W1 -i -2o (4,617 SF W�REHOUSE) _ ' L-4 I INss THEN ON sro� AT 7 O (938 SF OFFIE @ 15T) — — 1- — — our DIRECTION ON a i _p � l I _ UMNGSM. 1-SF DFFIC-@-MEZZ.- -NOT INCLUDING MEN., B/� _ I � 1 1 T—,--- ILLUMINATED EXIT �jATHWAY Tp BEi I I I I I (DETERMINED BY 1ENANT PERMIT. I — — r --- T L �- L- —J L—J L—J rl L—J I M 0 E(01l 1 I 1 11 I _ — TRASH ENCLOSURE ,'� ODEMISING WALL PER I I DEMISING WALL PER _ FUTURE TENANT � � I r SETBACK _"''""14 I FUTURE TENANT UJ 1 r—, r—� I ¢ U As.� I I 1 I I I I I I I I I I I FOR FLOOR STRUCTURE ❑ REFER TO APPROVED ❑❑ I I I I I I I I I I II w Ln w I I L L SKYLIGHTABOVE -TYP.IF- ; II STRUCTURAL DRAWING f II D -'8 -- -- e-- - -- -- i -- -- -- o -- i-1- I ; UNDER 19/0T92014 RINKL g r - -- ELECT ROOM I 1 NUMBER 3' x 4' OPE 'G IN i i i i i i i i I j j W2 `t D11-060 23 SF CEIL. ABOVE OR I I I I I I I I I I I I I 1 I 1— I I ROOF ACCES I I I I I I I I olo I II ROOF ADDER L_J L—J L—J I L_J Wl 2 li I SKYLIGHT ABOVE 6 3 I 10'-0" GWB CEIL. I I I ( I I I III PROVIDE 3/4" PLYWOOD SPRINKLER DEMISING WALL PER RISER ELECT. __ _ T P. DRAI / 0/TOP OF FRAMING ABOVE ILLUMINATED EXIT PATHWAY TO BE -- -- ROOM SIZE TO BE DESIGN FUTURE TENANT DETERMINED BY TENANT PERMIT. —1 — - G N, I L-4 i BUILD BY FUTURE TENANT o Ag.O A9.0 I I II 1 I a CD Il JI I ILLUMINATED EXIT PA TENANT I WAY TO BE L_J L_J I \ I `�' L — — — — — — — — A2.2 SIM DETERMINED BY PERMIT. I p I H I O I -- � -- -- -o - -f- -- Wit- �z ---0 I— — — —o I z I I SETBACKII 1 r r r r I r I r I I I i I I I I I I I i i i i I i i I 1 I L—J L—J L—J L_J L_J I L_J I \. 10 01 25'-0" i I I SKYLIGHT ABOVE - TYP. I 5 O O 2 ,Ioar 1 III IIII 2. _4 L -------- 74 TRENCH DRAIN, T P. L i L 1 Iz 1 I I i i i i Q 5 CANOPY ABOVE w; o A9 0 ,..,` TRUNCATES bOMES r TYP j ILLUMINATED EXI PATHWAY TO BE L—� L—� DETERMINED BY TENANT PERMIT. I I U Y 1 I I I I I I I I I I I I I I I U L—J L_J — y — — —J— — — I O I IIIIIII (IIIIIII � c- L� --- —� I— — N 6'-3" CLR. LA 1 DRAI , T P. I L�-...--. -----� 20'-0" I I COORD. DOOR LOCATIO I 4 WITH BRACE FRAME I z Ag.O I 0 o 1 '_0 O O O I I N102 \ 1,2 MT L A2.2 I $ i i L_+ 1 I z o $ I I VINYL FLOOR g I I �----- I U W/ ADA TRANSITION Ag.O I i TRENCH \ STRIP AT DOOR DRAIN , P. I 2 \ I CDI 1 T Q CANOPY ABOVE ' oi'-6'I SETBACKI �� I I 20'-0" C A4. A I B �, N I I — CMU SHEAR WALL — — — z o I I L 1---:y --- �h I o J 5' 4 TURNING CIRCLE 5'X5' TOILET r' TOILET ASPHALT TRUNCATEDOMES - TYP A2.2 SIM CLEARANCE ' ' ' C\,lI 3 (SEE CIVIL DWGS - TYP.) I i i f VINYL FLOOR 5 W/ ADA TRANSITION STRIP AT DOOR - 36"X48" CLEAR I FLOOR SPACE I - FM L T _1 1 /16" = 1'-0" Of U 01 Of U z, 1 ASPHALT (SEE CIVIL DWGS - TYP.) QD o I z - n 0 I - co o I o ,I- o N ELEV 2p0 12" 4'-6" MIN. MAX © 18" MINA 5� cn O � c �o o� TOILET d N N N 1&2 A2.1 ELEV PLAN ELEV ELEV 2 2X6 FURRED WALL BARRIER FREE GENERAL NOTES The following shall be required in all urits noted to be handicapped accessible on the drawings: — Thresholds shall be flush or bevelec with a maximum edge height of 1 /2", and shall not slope more than 1 in 2. — The height of accessible water closets shall be 17" to 19" measured to the top of the seat, seats shall not be sprung to return to a lifted position. — Lavatory faucets shall be lever typE or operable by a closed fist with a force not to exceed 5 pounds. Faucets shall be no more than 17" from the front edge of the lovjtory or counter. Self closing valves if used shall remain open for at least 10 seconds per operation. — Where mirrors or shelves are provided, at least one shall be installed so that the bottom of the mirror or the top of the shelf is within 40" of the floor. All 2/10 doors shall be provided w/offset hinges such that a 32" minimum clear opening is provided. Al - u,- 1 1 /4„ = 11_0„ I �n,• REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2015 City Of Tukwila BUILDING DIVIg1o.Ni . TOILET ROOM NOTES STANDARD LANDLORD PROVIDED FIXTURES: 1. FLOOR MTD. TOILET NOTE: TOILET FLR PLAN CONFIGURATIONS 2. WALL MTD. LAVATORY MAY VARY. COORD THIS TOILET AREA 3. EXHAUST FAN (75 CFM MIN. RATING) PLAN W/ FLR PLANS AND PROVIDE AT 4. LIGHTING PER ELECTRICAL DWG'S MIN CLR TYP DIMENSIONS AS SHOWN 6. 4" H COVED BASE 7. GRAB BARS - TO WITHSTAND 250# POINT LOAD 8. ADA REQ'D. DOOR SIGNAGE 9. TOILET PAPER DISPENSER 10. SANITARY NAPKIN DISPENSER 11. LIGHT FIXTURE W/ WALL SWITCH 12. INSULATE OR GUARD EXPOSED DRAIN AND HOT WATER PIPES UNDER THE LAVATORY. TOILET ROOM FINISHES 0 1/4" POLISHED PLATE GLASS MIRROR, MOUNT AT 3'-4" AFF TO BOTTOM. O2 PROVIDE PAPER TOWEL DISPENSER BY BOBRICK, #B 2620, MOUNT AT 3'-2" AFF. O3 TOILET PAPER DISPENSER BY BOBRICK, #B-2888, MOUNT AT 2'-0" AFF TO CENTERLINE, AND 2'-6" FROM REAR WALL. 3� SEAT COVER DISPENSOR USING BOBRICK B-4221 CONTRA SERIES ® SOAP DISPENSER BY BOBRICK, #B-155, MOUNT AT 3'-4" AFF (2 EACH) O GRAB BAR BY BOBRICK, MOUNT AT 2'-11" AFF, (1) 3'-0" LONG BAR AT BACK WALL - HOLD 6" FROM CORNER, (1) 3'-6" LONG BAR AT SIDE WALL - HOLD 12" FROM CORNER. (B490-36 AND B490-42) © WALL & CEILING PAINT- BENJAMINE MOORE #2140-70 "WINTER WHITE" O P-LAM WAINSCOTT TO 4'-0" AFF W/ POLISHED MTL. TRIM EDGE FORMICA #692-58 "FOLKSTONE CELESTA" MATT FINISH ® SEAMLESS VINYL FLOORING W/ INTEGRAL COVE BASE 4" MIN: AZROCK MIPOLAM #4027 RECEIVED CITY OF TUKWILA MAR 12 2015 PERMIT CENTER a a H F- Z O m u N a GWC ry H N CC w a I— tc w a w w r O L r O t- o O O z r N x � 1 h 9 m a J, 6�.�,.:H{rnsYti4;rt4Y+w4feai+flX�"AX^'" �1 .KId-r, n3hF'a'1N,�§'i�ttE O 2 .Wr C7 v u. O Qw ygg axe u uz Job Number: 1005-0.006 Date: FEBRUARY 4, 2015 Principal In Charge: WWAM FULLER Project Manager. VAHID KHASTOU Drawn By. THOMAS KEANE Sheet Title: FLOOR PLAN Sheet Number ,�Jlli 2 0 ® 2W FULLER-SEM ARCHITECTS I, I 101 I 1 /4" = 1'-0" z LVL 1 AREA: 990 SF I 1 I A2.2 I I I I I 200 9'-10" I� I I , I I I I I I 4'-0" 5'-6" STAIRS: R=24 @ 7" T=22 @ 11" N CONFERENCE ROOM X o 291 SF 0 o z O FOR FLOOR STRUCTURE, FINISH FLOOR REFER TO APPROVED STRUCTURAL DRAWING DATED 19 OV2014 UNDER PERMIT_ NUMBER D11-060 W2 W1 W2 201 W2 202 00 W2 OFFICE oo 210 SF o OFFICE 156 SF I II , DN II I I I I I I. � I 3'X3' WINDOW < LVL 1 AREA: 990 SF _EL. +14'-0" T.O. LEVEL 2 F.F. EL. +8'-0"_ _ A.C.T. 1 /21' = 1'-0" EL. +14'-0" _ _ T.O. LEVEL 2 F.F EL. +0' _ _ T.O. CONC. SLAB 1 /2" = 1'-0" V SEE STRUCTURAL EQ EQ EQ EQ EQ 11" 1'-0" I I I I I I I REFRIGERATOR EQ EQ EQ EQ 1'-6" 1'-6" 1'-4" 1'-4' I I I I I I I I BACKSPLASH Ln I 3'-2" ^ `\ / ' 0 000 0 o D/W / o ' /OPEN N \ /OPEN /' ADA PIPE COVER 1 /2" = 1'-0" s LAIJ I114 V J I VI\LI 1\VI41 WINDOW BEYOND AIRS PER PLAN REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2015 City of Tukwila BUILDING DIVISION a aZ ~ H 0 m CO) � > M Y � H W a H W a a � H H r/ r d' U) r p Q 0 04 0 M 0 Z r N ca�7��rrl�sr. T a • Job Number: 1005-0.006 Date FEBRUA►RY 4, 2015 Principal it Charge WWAM FULLER Project Manager: VAHID KHASTOU Drawn By. THOMAS KEANE Kt(AZWED CITY OF TU K W I L A Sheet Number: MAR 12 2015 A2ml PERMIT CENTER (C) 2015 FULLER -SEARS I I I I ARCHITECTS Z EL. +22'-( LEVEL 2 A _EL. +14'-( T.O. LEVEL EL. +8'-0' A. C. _EL. +0' _ T.O. CONC. SLAB 1 /4" = 1'-0" This document has been revised based on current Building Cade standards. In all buildings, other that structures classified as essential facilities, suspended ceilings install in accordance with the prescriptivi provisions of the 401 document an deemed to comply with the currenl building code interpretation. This document provides the IBC-20( referenced standards for the installation of suspension systems for acoustical lay -in ceilings. Incorporation of this document will provide a more uniform standard for installation and inspection. This document is designed to accomplish the intent of the International Building Code (IBC) with regard to the requirements for seismic design category D, E and F for suspended ceilings and related items. Unless supported by engineering, the suspension system shall be installed per these requirements. Manufacturers' recommendations should be followed where applicable. NORTHWEST WALL & CEILING BUREAU - - - - - - - 6 A2.2 C.T. 3'X3' OFFICE WINDOW 1'-0" �I I� I I NE A2.2 I ST , / 1 1 2 F.F. I I I I I I I I I I 1'-0'; � iI t Ali ' STAIRS: R=24 @ 7" T=22 @ 11" General Recommendations a Refer -snood sources per hlerarchy: 20M IBC (Intemational Building Code), Amadcan Society of Testing Materials (ASTM C £3B, ASTM C 63S, ASTM E 58D/E 580M), American Society of Civil Engineers (ASCE 7-06) and Ceil- ings and Interior Systems Construction Association (CISCA). Partitions that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the structure. Bracing shall be Indepen- dent of the Calling splay bracing system. Source: ASCE 7-05 section 13.5.8.1 • For further information on bracing of non -load bearing partitions refer to NWCB technical document 0200-501. 9 All main beams are to be Heavy Duty (I-tD). Source: ASCE 7-05 seeder 13.S.6a.2 a All cross teas shall be capable of carrying the design load without exceed- ing deflection equal to 1 /360 of ire span. source CISCA zones 3.4 a These recommendations are intended for suspended ceilings including grid, panel or tile, light fixtures and air terminate weighing no more the 4 lbs. per square foot. Source: ASCI 7.05 eec0cm maximum 3- (76mm) a All wire ties are to be three tight turns around Itself within three Inches. Twelve gage Hanger wire spaced 4 foot on cen- ter (figure 1). source: ASTM C 636Item 2.3.4 a Changes In {veiling planes will require figure r positive bracing. Source: ASCE 7-0 13.�542.2 f SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -Ili CEILINGS W FLOOR PER RUCTURAL C o I 0 F.F. EXT�LBTRDOOR s 1 /4" = 1'-0" CD I o 0 I - - - ROLL -UP DOOR 1 /4" — 1'-0" 3'-0" 0 I 0 I DOOR FRAME HARDWARE REMARKS NOTES Door # Door Size (WxH) Type Thickness Label Matt. Finish Color Mail. Finish Color Group # 100 2'-6" x T-O" A By Manuf. - 'Nood Paint Wood Paint HW- Hollow core closet door 1,2 101 T-0" x T-O" B By Manuf. - 'Nood Paint Metal Paint HW- Solid core interior door 1,2 a - 103 2-10"xT-0" C By Manuf. 'Nood Paint - - - Pocket Door 201 T-O" x T-0" B By Manuf. - 'Nood Paint Metal Paint HW- Solid core interior door 1,2 202 3'-O" x 7'-0" B By Manuf. - 'Nood Paint Metal Paint HW- Solid core interior door 1,2 - Hardware to be coordinated by contractor DOOR AND FRAME REMARKS 1 Verify size/verify header 2 Hardware by manufacturer. 3 Provide closer to allow 3 seconds to close from open position. Measure from position of 70 degrees. 4 Floor mtd. door stop. N TS figure 2 Lateral Force Bracing (figures 2 and 3) Lateral force Bracing a Ceilings constructed of lath and piaster or gypsum board, screw or nail at- tached to suspended members that support a ceiling on one level extending from wall to wall shall be exempt from the lateral force bracing requirements. rw w Imo -' 46, v 15 g Source; CISCA zontsS-4 V s Lateral force bracing is the use of vertical struts (compression posts) and splay wires (see figure 2). — 12 �°d a For ceiling areas exceeding 1,000 square feet, horizontal restraint of the cell- SPI4V` w f ,� Ing to the structural system {lateral force bracing) shall be provided.sourca. W w IFaD ;, ASCE 7 -U5 sict'ron 13.5.6.2.2 c Lateral Force Bracing shall be 12 fast on center (maximum) and begin no - 0,0E8 -03 Main bcerr - farther than 8 feet from walls. Source; CISCA Seismic Zoni5S 3-4 a Seismic splay wires are to be four 12 gage wires attached to the main beam. Wires are arrayed 90' from each other and at an angle not exceeding 4511 from figure a the plane of the ceiling, Source: CISCA Sdsmlc zonOS 3-4 Maximum Recommended Lengths gths for • Seismic splay wires shad be attached to the grill and to the structure In such Vertical Struts .a mariner that they can support a design load of not less than 200 pounds or h d I i i i t e actual align cad, w th a safety factor of 2, wh chevar s greater (figure Sb). Source: CISCA zones 3-4 o "Powder -driven shot -In -anchors" (PAF's), when used for seismic application .as part of the proscriptive path in Seismic Design Categories D, E and I , shall have an ICC-E9 approval for seismic applications and .shall require "special inspection" irrespective of the type of occupancy category the structure is In. PAF anchors for kicker wires (splayed wirer Installed for purposes other then seismic restraint) are exempt from this requirement. source: state of omgon, Building Codes QiviCion a Splay wires are to be within 2 Inches of the connection of the vertical strut to suspended calling. source: CISCA Scismic zones 3-4 Rigid bracing may be used In lieu of splay Wires. source: ASCE section 13.4.5.2.2 c • Ceilings with plenums less than 12 inches to structure are not required to have lateral force bracing. source: Portlond Buiiding Department a Vertical struts must be positively attached to the suspension systems and the Structure above. Source: CISCA s-4 a The vertical strut may be EMT conduit, metal studs or a proprietary compres- Sr ume: Porilw- d Building Department sion post (see figure 3). Noce: Plenum arena greLaor than 15'O" lintf mquiro englnecr ng ceculavo11s. Wall Moldings (figurae 4a and 4b) Wail moldings (perimeter closure angles) are required to have a horizontal figure 4a flange 2 Inches wide. One end of the calling grid shall be attached to the wall Attached Wall Molding Requirements molding, the other and (shall have a 2A Inch clearance from the wall and free to v, \, Bide. Sourco: ASCE 7-05 section 13.5.6.2.2 b 8. , + Where substantiating documentation has been provided to the local Judsdlc- W e- '� Von, perimeter cl lips may be used to satisfy the requirements for the 24nch Closure angle. SouroY: State of Oregon, Dui ding Codes Division 0 �' o + The grid shall be attached at two adjacent walls (pop riveets or approved meth- od). Soffits extending to a point at least level with the bottom plane of the grid and Independently supportedand laterally braced to the structure above are deemed to be equivalent to waits. Soloce: State of Oregon, 8-wi ciing codes msion '06.1 Spreader Bars (figure db) figure 4b + Spreader {apacer) bars shall be used to prevent the ends of the main beams Unattached Wall Molding Requirements .and cross tees at perimeter walls from spreading open during a seismic event. Perimeter wires shall not be in Ileu of spreader bars, source: CISCA Soismic zon 9 m m°R m e'(02. 'WALL 01p,a Spreader bars are not required at perimeters where runners are attached directly to closure angles. a ,a i Wire tying is an acceptable alternative to spreader bars. °. A� rL4 i- b + Spreader bars are not required H a 90 degree Intersecting cross or main Is a " within 8 Inches of the perimeter wall. z i it ,.a eT� _r "°'$""�°�'" .aa� + Where substantiating documentation has been provided to the local jurisdiction, .0. perimeter clips may be used to satisfy the requirements for spreader bears. Source: utate of Oregon, Building Cocles Division NORTHWEST WALL & CEILING BUREAU • SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS 6 Provide lock 7 Provide heavy gauge hinges 8 Door knob to be ADA approved lever action handle. 9 Apply ADA approved tactile grit to hazard area entry door knob 10 Provide lock and hold -open only (for employee use only) LINE OF UNDERSIE OF ROOF N 1 /2"=1'-0" 2" DEEP DEFLECTION CHANNEL CEILING PER TENANT. 1 LAYER TYPE "X" GWB W1 6" MTL STUDS PER STRUCTURAL 1 LAYER TYPE "X" GWB 1 LAYER TYPE "X" GWB W2 A 3-5/8" MTL STUDS PER STRUCTURAL 1 LAYER TYPE "X" GWB Hanger (Suspension) Wires (figures 5a and 5b) figure sa a Hanger and perimeter wires must be plumb within 1 in!8 unless (figure 5a) ` counter sloping wires are provided (figure 6b). Source.: Am C 636 3,-�oiion 2.1.4 • Hanger wires shall be 12 gage and spaced 4 feet on center or 10 gage spaced 5 fast on center. source.: ASTna 0 636 *Any connection device at the supporting construction shall be capable of car- rying not less than 100 pounds. Scum; CISCA zones 34-- +Powder-driven shot -in anchors (PAFs) are an approved method of attachment for hanger wires. Source: S=-e ol0r %son, l8uildirk3 Codes Division -� *Terminal ends of each main beam and cross tee must be supported within 8 - - Inches of each wail with a parimater wire (see figure 4 & 5 b). source- OISCA zones 3-4 C8 +Wires shag not attach to or bend around interfering material or equipment. A figure 5b + Counteraloping trapeze or equivalent device shall be used where obstructions preclude direct 1 /2" — 1'-0" a 3"=1'—Off PLYWOOD TREADS - AND RISERS. PROVIDE NON-SKID RUBBER COVERING AT TREADS, TYP. 3"=1'-0" HANDRAIL ENDS TO TERMINATE INTO THE WALL OR TURN DOWNWARD, TYP. 1 1/2" DIA HANDRAIL ATTACHED TO WALL PROVIDE BLOCKING AS NEEDED 1 1 /2" DIA HANDRAIL ATTACHED TO WALL PROVIDE BLOCKING AS NEEDED HANDRAIL ENDS TO TERMINATE INTO THE WALL OR TURN DOWNWARD, TYP. 12" (EXTENSION o TOE -1 TYPICAL STAIR DTL. @ BOTTOM OF RUN suspension. `trapeze suspensions shag be a minimum of back-to-back 1114 Inch NOTES: cold -rolled channels for spans exceeding 48 inches. scarfs: CI-SCA zones3-a 1. WHERE CEILING AREA IS LESS THAN 144 SF NO LATERAL RESTRAINT SYSTEM ASSEMBLIES REQUIRED. Electrical fixtures \ram', 2. WHERE CEILING AREA EXCEEDS 144 SF & IS LESS THAN 1,000 SF, LATERAL RESTRAINT SYSTEM, PERIMETER ASSEMBLY RE UIRED , a J a ~ � a O M 0 W Y � W a W a Q Li to r LA r O o O O z r N lib 1;4xsgx:»spm+samxu �%ut' II "mom III wFwusmw usmx.!aa rv�.,x�xabr, S»',Y{^x1�R°.5aaJP%J111444tM1U� Wis+W - �P�!Nk.+xRiW"LL.4YiCidifiA'A,TtlI�".# o� w U W w w I— Enn = 0 w= �¢ W Z J 0 5 i- tL = (N 3 u_ Mo ¢w F N a Light fixtures weighing less than 10 pounds shall have one 12 gage hanger wire conned from the fixture to the structure above. This wire may be slack. ` Q 3. WHERE CEILING AREA EXCEEDS 1,000 SF & IS LESS THAN 2,500 SF LATERAL RESTRAINT SYSTEM, Source: CISCAi Seismic zones s a -- ---- ------ PERIMETER ASSEMBLY, BRACING & VERTICAL STRUT ASSEMBLY REQUIRED. • Light fixtures weighing more than 10 pounds and less than 56 [be. shall have 4. WHERE CEILING AREA EXCEEDS 2,500 SF, LATERAL RESTRAINT SYSTEM, PERIMETER ASSEMBLY, corners of the fight fixture to the two 12 gage wires attached .at opposingelack. BRACING &VERTICAL STRUT ASSEMBLY SEPARATION JOINT REQUIRED. 5. LATERAL RESTRAINT BRACING & VERTICAL STRUT SYSTEM TO START WITHIN 6'-0" OF WALL structure above. Thane wires mayybe Slack. Source: CISCA �ismlc :eras 3-4. IN EITHER a Light Fixtures weighing more than 56 lbs. shag be supported directly from the figure 8tt These be taut, DIRECTION. 6. LATERAL RESTRAINT VERTICAL SUSPENSION &SPLAY WIRES TO HAVE A MINIMUM OF 3 TURNS IN 1" structure above. wires must Source: CISCA Seismic zones 3-4 OF RUN. • Pendant mounted fixtures shall be directly supported from the -structure above wra"I ftmw WhV aftaitrtunt using a 9 gage wire reran approved alternate support without using the ceiling suspension system for direct support. source: CISCA seismic zones 3- l h7.,h •Tandextures may utilize common wires. 31rtt:tural cone. o1a m fixtures I C-3illRg Mechanical Services #Terminals or services weighing 20 lbs. but not more than 56 lbs. must have two a mma 12 gage wires connecting them to the ceiling system hangera or the structure above. These wires may be Slack. source: CISCASeismio zones 3-4 t'artcs tar,.vr ,.ire *Terminals or services weighing more than 56 lbs. must be independently supported directly from the structure above. These wires must be taut. source: figure £b CISCA Salwnlc acncs 3- Seismic Separation ,Joints (figure 7) �'��°o�B"t'abr�fnf,Y�rra�srurmr,r e For ceiling areas exceeding 2,600 square feet, a selanic separation joint or full ern-n c ry r� ±3 't¢ height wall partition that breaks the ceiling shall be provided unless analyses I are performed of the ceilings bracing system, closure angles and penetrations stnrr rsl ccnCr-lts #:? to provide sufiicient clearance. Source: ASCE 7-05 sc,olon section 13.5.13Z2 Cl r'r,Lircel strnp 1 • iLM 2 Aga nlr, i •The layout and location of the selamlo separation )flint {shall be per the design- ;,,�T9 or of record and noted on the plans. K a seismic separation joint Is required by the designer, the designer may use the generic joint detailed in this document s,tio eo lisle tY1Ci n ,.ire or a proprietary joint. -rho amount of free movement (gap design) shag be a minimum of % inch. Source: St,.to or Orr- ,Dui. £u Laing Comas Divivon • in Neu of seismic separation Joints, the calling may be divided Into areas less f'qv'a 7 than 250 square feet by the use of partitions or soffits as follows: partitions shall extend a minimum of 6 Inches above the level of the plane of the grid and shall 8" MAXIMUM 3/4 MINIMUM 1-1/4" MAXIMUM ­11­ LATERAL RESTRAINT 12 GAGE VERT]( SUSPENSION WIRE @ MAIN & CROSS RUNNERS @ PERIMETER & NOT LESS THAN 1 IN 6 (10 DEGREES) OUT OF PLUMB ACOUSTICAL CEILING PANEL iI LATERAL RESTRAINT STABILIZER BAR @ MAIN & CROSS RUNNER ASSEMBLIES LATERAL RESTRAINT PERIMETER ANGLE ATTACHED TO MAIN & CROSS RUNNER ASSEMBLIES @ (2) ADJACENT WALLS beIndependently braced tothestructuretabove.Scrlfits"Iextendtoapointaat LATERAL RESTRAINT, PERIMETER ASSEMBLY: SECTION least level with the bottom piano of the grid and shag be independently supported and laterally braced to the Structure abwo. souroe: State a Oregon Building Cedes mision LATERAL RESTRAINT VERTICAL STRUT (EMT OR Other than partitions and soffits, seismic Joints may not be used as part of a METAL STUD) @ 12'-0" O.C. IN EACH fire raters calling assembly unless substantiating documentation Is provided - - Sin, reu u' m " ,,o � hn �i-•'„ Ff r^^. City of Tukwila BUILDING DIVISION • - - DIRECTION r - LATERAL RESTRAINT BRACING 12 GAGE SPLAY Source: State of Gregor Building Ood'<s Division Sprinklers For ilirtgs without rigid bracing, sprinkler head penetrations shrill have a 2 inch l y oars a ring, sleeve or adapter through the casing tee to allow he movemnt of at Flargc toast 1 inch in all horizontal directions. Flexible head design that can accommodate-,„`��" - � Rtarst 1 inch free movement shall be permitted as an alternate. Boyce.- ASCE 7-0513.5.6.2.2 e NORTHWEST WALL & CEILING BUREAU SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS WIRE @ EACH VERTICAL STRUT, TYPICAL I I I I l RECEIVED CITY OF TUKWILA I I I I I 4, MAR 1 2 2015 PICAL PERMIT CEN Job Number: 1005-0.006 Date: FEBRUARY 4, 2015 Principal in Charge: INWAM FUU.ER Project Manager: VAHID KHASTOU Drawn By. THOMAS KEANE Sheet Tina SECTION, WALL TYPES, DETAILS TER 0200 FULLER -SEARS ARCHITECTS I I 1 1 8 9 10 11 12 13 26'-102" 23'-b" 26'-102" 26'-IOY1 23'-51, - `' AN OT �� �_ 12 _ I. 5EE 52.1a FOR PLAN NOTE-5 AND LE6END5. 11 /55.2 F ® m Ile 15/53.1 TYP. Aj NIR FRAMING Z PARTIAL PLAN 20/562 , TYP. la/53.3 EXTEND FGi1 - LONG. REINF. TO EDGE OF J BF F%. OG —21-011 €, r { 52.1a H 52.Ib r 11/56.1 I/55.3 20/56.5 H55IOxbXV [I3'-11%4"1 FRAMING MAY BE OMITTED IF MEZZANINE 15 NOT BUILT PER PARTIALPLAN OF 20/55.1 , TYP. CONT. RIM BOARD* PER 8/5b.3 A� REVIEVV/ED FOR CODE COMPLIANCE APPROVED MAR 18 2015 City of Tukwila i BUILDING DIVISION A4 t�=F-I I N& MEZZAN I Nr- F RAM I NG 0 �r m 0 co) N Z W 0 CC N UJ •_ W Z I w W of v O p iV Ey w Q N CM L 4n 5 h's fi ate; �w fi� �f4✓�.t 2�bntitaatJ,�7��� i, Job Number. S101203-02 Date: MARCH 27, 2014 Principol in Charge: JEC Project Manager. ETL Drawn By. MRM Sheet Title: BUILDING A FOUNDATION PLAN - SOUTH Sheet Number: NAIL SHEATHING TO BLKG. W/ IOd ® 4"oc J015T BLKG. ® 48"oc JOISTS PER PLAN 3x PAD x 1'-0" TO — ALIGN N1 J015T BLKG. CONN. TO BEAM NU (2) ROWS OF 0.1411� DRIVE PINS ® Q"oc FOR GALL-0UT5 6100 IN COMMON 5EE 2 3 DETAIL 5/56.3 4 NAIL SHEATHING TO BLKG. YV IOd e 4"oc J015T BLKG. ® 48"oc SEAT STUDS TIGHT TO TRACK (NO GAP) STUDS 4 TRACK PER 5/56.5 CONT. 3V2" L5L RIM. BOARD 3%2" L5L RIM BOARD BLKG. A35 ® 1"oc SHEATHING AND TOPPING PER PLAN I JOISTS PER PLAN JOISTS PER PLAN I IOd EA. 51DE SEAT STUDS TIGHT CONT. (2)2xb TOP TO TRACK (NO GAP) PLATE -SPLICE _ PER 5/56.1 FOR GALL-0UT5 i i i 6102 FOR GALL-0UT5 7 IN COMMON SEE ' " DETAIL a/5b.3 8 IN COMMON SEE DETAIL 5/56.3 ice II I II I II I O II I II I II I II � II I II I II I II I II I I � SEAT STUDS TIGHT TO TRACK (NO GAP) I I, I I, I I, I I, I I, I I, TOP FLANGE JOIST HANGERS PER GENERAL STRUCTURAL NOTES I II I II I II I II I II I II I II FOR GALL-0UT5 IN COMMON SEE 12 13 DETAIL a/56.3 SEAT STUDS TIGHT TO TRACK (NO GAP) STUDS 4 TRACK PER 5/56.5 DIAPHRAGM BOUNDARY NAILING bd ® 8"oc CONNECT TOP TRACK PER 15/51.1 TO TOP PLATE PER SCHEDULE OF 20/56.1 SHEATHING PER 20/56.1 AT SHEAR AALLS 6101 9 BEAM PER PLAN 3x PLATE RIPPED TO - MATCH FLANGE WIDTH SHEATHING AND TOPPING PER PLAN L------- JOISTS PER PLAN WEB STIFFENERS PER J015T MFR's SPECIFICATIONS TOP FLANGE J015T HANGERS PER GENERAL STRUCTURAL NOTES NAIL SHEATHING TO BLKG. A/ IOd ® 4"oc J015T BLKG. 48"oc L_ - - — -- -- - JOISTS PER PLAN FOR GALL-0UT5 IN COMMON SEE DETAIL 20/56.3 SEAT STUDS TIGHT TO TRACK (NO GAP) I— - - - - - -� — A� 6734 FOR GALL-0UT5 1jIN COMMON SEE q, DETAIL 20/56.5 17, 18, 191 3x PLATE RIPPED TO MATCH 4 WIDTH SHEATHING AND TOPPING PER PLAN CONT. 4 4x4x% W/ V2" O BOLTS @ 12"oc (COUNTERSINK NUTS) - MAY BE OMITTED IF MEZZANINE 15 NOT BUILT J015T5 PER PLAN NEB STIFFENERS PER J015T MFR's SPECIFICATIONS TOP FLANGE J015T HANGERS PER GENERAL STRUCTURAL NOTES 9 b" 57UDS PER 10/51.1 8" STUDS PER 10/51.1 AT SIM. BOTTOM TRACK PER 15/51.1 STEEL BEAM PER PLAN (H55 WHERE OCCURS) W/ 5/6"4b GPL STUDS ® 32"oc (GOUNTERSINK NUTS) TOP TRACK PER 5/51.1 5/" DEFLECTION n ' GAP ALLOWANCE BRIDGING PER 18/51.1 STUDS PER DETAILS OF LEVEL BELOW 6001 5 -q H55 4" I II I 6"STUDS PER 10/51.1 ('5��STUDS PER 10/51.1 I I AT SIM) REVIEWED FOR CODE COMPLIANCE APPROVED I I I MAR 18 2015 Cif of Tukwila a BUILDING DIVISIC 1 �q H55 4" I" 6" 5TU05 PER 10/51.1 (8" STUDS PER 10/51.1 AT SIM) I I I I I I I I I CONN. TOP TRACK TO H55 PER SCHEDULE OF 20/56.1 1 SHEATHING PER 20/56.1 AT SHEAR WALLS I, I, II I, I, !I I H55 4" RECrEiVED CITY OF TUKWILA 6732 MAR 1- 2 , 2015 15 b" STUDS PER 10/51.1 (8" STUDS PER 10/51.1 AT SIM) BOTTOM TRACK PER 15/51.1 STEEL BEAM PER PLAN TOP TRACK PER 5/51.1 5/" DEFLECTION GAP ALLOWANCE BRIDGING PER 18/51.1 STUDS PER DETAILS OF LEVEL BELOA 1 6730 20 N N n r d- m 0 co zi Z W 0 CC (0) ul m t : w LLJ � r N N LLJ 0) Q N 1�1 C:1 0Ll T 1 1 z F t` ?er':u'� S� P �66�56wvtsv� Vft r� * 'UAaasr a�tl4l....... .. ;yam r° RbS1< , srexm �.v„.,vwuwaxb xm� {oz:nm�uwry �y. n.. Job Number. S101203-02 Date: MARCH 27, 2014 Principal in Charge: XC Project Manager. ETL Drawn By. MRM Sheet Title: FRAMING DETAILS 0 Sheet Numb fo 2010 FULIE ARCHITECTS