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HomeMy WebLinkAboutPermit D16-0053 - 339 BUILDING - LANDLORD WORKLANDLORD WORK FOR TI 339 TUKWILA PKWY D16-0053 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0223000010 Permit Number: 339 TUKWILA PKWY Project Name: LANDLORD WORK FOR TI Issue Date: Permit Expires On: D16-0053 4/12/2016 10/9/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BETA HOLDINGS LTD 18827 BOTHELL WAY NE , BOTHELL, WA, 98011 CARL F PIRSCHER PO BOX 55429 , SHORELINE, WA, 98155 RED -WOOD CONST SYSTEMS LLC 8922 236TH AVE NE , REDMOPND, WA, 98053 REDWOCS003N8 BETA COMMERCIAL 18827 BOTHEL WAY NE #110 , BOTHEL, WA, Phone: (206) 368-9668 Phone: (206) 227-5174 Expiration Date: 8/19/2016 DESCRIPTION OF WORK: LANDLORDS WORK CONSISTING OF DEMO EXISTING DEMISING WALL AND CONSTRUCTION OF NEW NONSTRUCTURAL DEMISING WALL. ADD 2 NEW OFFICE SPACES Project Valuation: $25,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $991.02 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: ti—IA)--/c, I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: /f/Ke wfLfdla Date: V— /Z -V6' This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: 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. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: 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. 9: 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. 10: 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). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: 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. 16: 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) 17: 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) 13: 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) 14: 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) 15: 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) 18: Maintain fire extinguisher coverage throughout. 19: 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) 20: 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) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: 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) 23: 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) 24: 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 "1", 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 oris 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) 25: 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) 26: 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) 27: 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) 31: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 29: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 28: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 33: 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. 34: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 32: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 35: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 36: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 37: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0502 LATH & GYPSUM 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Di (0 * 0099) Project No. Date Application Accepted: Date Application Expires: fill 1� (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 022300-0010 Site Address: 307 TUKWILA PARKWAY Suite Number: Floor: Tenant Name: LANDLORDS WORK FOR TENANT -TUKWILLA New Tenant: m Yes El „No PROPERTY OWNER Name: Same as Architect Name: Beta Development LLC Address: PO Box 55429 Address: 18827 Bothell Way NE 110 Address: City: Bothell State: WA Zip: 98011 CONTACT PERSON — person receiving all project communication Name: Same as Architect Architect Name: Carl F. Pirscher Address: PO Box 55429 Address: Address: Email: carlp@cdaarch.com City: State: Zip: Phone: Fax: Zip: Email: Fax: Phone: GENERAL CONTRACTOR INFORMATION Company Name: Architect Name: Carl F. Pirscher Address: PO Box 55429 City: Shoreline State: WA Zip: 98155 Address: Email: carlp@cdaarch.com City: State: Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: H:\Applications\Porms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: CDA + Pirscher Architects Architect Name: Carl F. Pirscher Address: PO Box 55429 City: Shoreline State: WA Zip: 98155 Phone: (206) 368-9668 Fax: (206) 368-9558 Email: carlp@cdaarch.com ENGINEER OF RECORD �+ / � Name0,STA 60M 1&„ , VIt11 Address:' o .4 .&311.1.01/t1/'h V L•V Company Name: i•-• State: Zip: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW19.27.095) �+ / � Name0,STA 60M 1&„ , VIt11 Address:' o .4 .&311.1.01/t1/'h V L•V City: i•-• State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 25,000 Existing Building Valuation: $ 880,200 Describe the scope of work (please provide detailed information): Landlords work consisting of demo existing demising wall and construction of new nonstructural demising wall. Then add two new office spaces. Will there be new rack storage? m Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 107 Compact: 50 Handicap: 4 Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ❑ Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9.1 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 40,067 3,570 0 0 VB B rd Floor 3`d 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: 107 Compact: 50 Handicap: 4 Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ❑ Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9.1 I.docx Revised: August 2011 bh Page 2 of 4 , PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): For the tenant improvement the work will consist of new line gas,electrical,water line in the tenant space, new bathroom, and a grease interceptor in the interior space. No work in the exterior space. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District V1 ...Tukwila ❑...Water District #125 ❑ ... Water Availability Provided Sewer District VI ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ... Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which applv): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) O ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 0 ...Total Cut 0 ...Total Fill cubic yards cubic yards 0 .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance 0 .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Grease Interceptor 0 ...Cap or Remove Utilities 0 .. Curb Cut 0 .. Channelization 0 ...Frontage Improvements 0 .. Pavement Cut 0 .. Trench Excavation ❑ ...Traffic Control 0 .. Looped Fire Line 0 .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation 31 Domestic - Domestic Water ❑ ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size.. -- WO # ❑ ...Water Only Meter Size -- WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line 8" Number of Public Fire Hydrant(s) VI ...Water m ...Sewer m ...Sewage Treatment Monthly Service Billing to: Name: Beta Commercial Day Telephone: (425) 482-6626 Mailing Address: 18827 Bothell Way NE, #110 Bothell WA 98011 City State Zip Water Meter Refund/Billing: Name: Beta Commercial Day Telephone: (425) 482-6626 Mailing Address: 18827 Bothell Way NE, #110 - Bothell WA 98011 City State Zip H:\ApplicationsWorms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docz Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER Signature: Date: 02/29/2016 Print Name: CARL F PIRSC Day Telephone: (206) 368-9668 Mailing Address: PO BOX 55429 SHORELINE WA 98155 City H:\Applications\Forrs-Applications On Line \2011 Applications\Permit Application Revised - 8.9.11.docx Revised: August 2011 bh State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PermitTRAK I PAID $613.82 D16-0053 Address: 339 TUKWILA PKWY Apn: 0223000010 $613.82 DEVELOPMENT $584.80 PERMIT FEE R000.322.100.00.00 0.00 $580.30 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $29.02 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R8168 R000.322.900.04.00 0.00 $29.02 $613.82 Date Paid: Tuesday, April 12, 2016 Paid By: MIKE WILCOX Pay Method: CREDIT CARD 000155 Printed: Tuesday, April 12, 2016 10:02 AM 1 of 1 r PJ l 9SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT 1 QUANTITY I PAID PermitTRAK $377.20 D16-0053 Address: 307 TUKWILA PKWY Apn: 0223000010 $377.20 DEVELOPMENT $377.20 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R7790 R000.345.830.00.00 0.00 $377.20 $377.20 Date Paid: Tuesday, March 01, 2016 Paid By: CARL PIRSCHER Pay Method: CREDIT CARD 06031D Printed: Tuesday, March 01, 2016 1:59 PM 1 of 1 CAWYSTEMS INSPECTION RECORD I rl INSP,. tION NO. PERMIT NO. .....1 CITY OTUKWILA BUILDING DIVISION_ Retain a copy with permitb16-ooC3. 1 F- • , 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Project: tvtlAg) tent. * 14 L.,/ Type of Inspection: 1 AI ..7At L Address: ' tikiiiiLA PICWY Date Called: Special Instructions: Date Wanted:A(06 7 00111 .m. 144/2 Requester: St'keiA Phone No: 206 - gal' 14 46 Approved per applicable codes. Corrections required prior to approval. COMMENTS: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Ila -dO, PERMIT NO. CITY OF TUKWILr^ BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: G'4Vc►Lyr,�►2D 100)2K retie ir Type of Inspection_ S(APEJbeh eetiAtr Date Called: Address: -53q Tuew►rA pKY Special Instructions: l y92 Date Wanted: 7// V/ 6 _ a.n p.m• Requester: Phone No: Z06- ei leg6 ® Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: Inspector:Ativi REINSPECTION FEE REQUIRED. Prior to next insp6ction. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit ��G -00C3 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: L &b�onb 1 Z- Type of Inspe tion: 1A f G/Kom Address: 335 TE/'i i Pay Date Called: Special Instructions: ADYtC61 J1— Spm ,may 13C"x /1/92 Date Wanted: J j 7, S7/6t xr p.m. Requester: S/-111,41-1 Phone No: Z06 . tar /BGG Approved per applicable codes. Ej Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit W PECTION NO. 1716-o05-3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit. Inspection Request Line (206) 438-9350 Pict: Type ofInspection: " k"- (Vi A 1dres t (at ate Called: Special Instructions: I ioAK b { -ec,c -1.6t1( 5 -r ' � �u I I Dp r,_ t j r Date Wanted: S-3 -(6 a.m. p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit SPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D%b -0' 31 Project:, �"� - Peht4. cc 1 t,�4 (f Typ of Inspection: KE -44011e ---)ft, 64r. A dress: a 33q 1 wed prics.A.� Date Called: Special Instructions: /4114 Date Wanted: Li _(3 — CC a.m. p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: zrc-- Date: 75r 1) I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: PA-it-4c. Type of Inspection: Address: 331 Suite #: —riLk ,lot 2tkj Contact Person: Special Instructions: Occupancy Type: Phone No.: ,Approved per applicable codes. Corrections required prior to approval. COMMENTS: roc C.0AL, CSL Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: // -„_ S'7__ Date: 7/j5l/4 Hrs.: r $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit \�I - COS 3 IL, -5--159 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: RA- Wog_ v i vt Type of Inspection: /,--/4- ( Address: ct �_ Suite#: 7/i //i,v/ c Contact Person: Special Instructions: ' Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Date: Fire Alarm: Hood & Duct: / d Monitor: Pre -Fire: Permits: Occupancy Type: • — --rc--(/t 4 -1,; :S - c 1 l f vc # - /77) //e1,4 -el — Y.45As– , /.e IS �/r/ Z .1 .Y //t/S/741--77 ��KA/ i / ,7,44 f t r -r Cc; /We,/ . - / P.41= 4'\ 0 1 Needs Shift Inspection: Sprinklers: Date: Fire Alarm: Hood & Duct: / d Monitor: Pre -Fire: Permits: Occupancy Type: • Inspector: ;j I-3 Date: -7`j c(/ / 6 Hrs.: / d $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit £/b - c PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: tv1AL 2,04-1 Sprinklers: r (pA r n Hood & Duct: Type of Inspection: -c--(1- Address: 3 ,1 Suite #: ,t ; \a F' G„ 7 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: C- -L 2-a b - 7 5 - Ll L/v -7 ,V, r -c-. li v «< ;P40ej Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: , n C2, Date: > / r -r/ , Hrs.: } $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 ?ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0053 DATE: 03/02/16 PROJECT NAME: LANDLORD WORK FOR TI SITE ADDRESS: 307 TUKWILA PKWY X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AJ pogo \12 Building Division � s 1� % 8-1 (P Public Works VI, RQ' 4\, Fire Prevention Structural kw c \i't Planning Division ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 03/03/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 03/31/16 ❑ Approved with Conditions n ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) U Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW 0 Staff Initials: 12/18/2013 RED -WOOD CONST SYSTEMS LT C Home I spaiiol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & industries Search L&I Page 1 of 2 A -Z Index Help My 1.,&.I Workplace Rights Trades & Licensing RED -WOOD CONST SYSTEMS LLC Owner or tradesperson Principals SIELER, PAUL ALAN, PARTNER/MEMBER WILCOX, MICHAEL CHESTER, MANAGER Doing business as RED -WOOD CONST SYSTEMS LLC WA UBI No. 602 046 899 8922 236TH AVE NE REDMOND, WA 98053 206-227-5174 KING County Business type Limited Liability Company Governing persons MICHAEL CHESTER WILCOX PAUL SIELER; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties DRY WALL License no, REDWOCS003N8 Effective — expiration 08/28/2000— 08/19/2016 Bond ................. STATE FARM FIRE & CAS CO Bond account no. 98C905989 Active. Meets current requirements. $6,000.00 Received by L&I Effective date 05/20/2002 06/15/2002 Expiration date Until Canceled Insurance ....................... _.... State Farm Fire & Cas Co $1,000,000.00 Policy no. 98BZY2460 Received by L&I Effective date 06/25/2015 06/09/2015 Expiration date 06/09/2016 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602046899&LIC=REDWOCS003N8&SAW= 4/12/2016 NOTES I. ALL CONSTRUCTION SHALL CONFORM TO THE 2012 EDITION OF THE INTERNATIONAL BUILDING CODE 2. ALL CONSTRICTION SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR PERMITS. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. IN THE EVENT OF CONFLICTS OR CHANGES !BETWEEN DETAILS OR BETUEEN 114E PLANS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY. 4. SEPARATE PERMITS ARE REQUIRED FOR, BUT NOT LIMITED TO, PLUMBING, ELECTRICAL, SIGNS, AND THE BUILDING INSPECTION/PERP1ItS SECTION WILL BE RESPONSIBLE FOR THE 1HSPECTION AND ENFORCEMENT OF REQUIREMENTS OF BUILDING, PLUMBING, HEATING, ELECTRICAL, FIRE RESISTIVE CONSTRUCTION, , SIGNS AND ANY OTHER BUILDING REQUIREMENTS NOT SPECIFICALLY PROVIDED FOR BELOW. 5. SPECIAL INSPECTORS SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO CONSTRUCTION. 6. THE BUILDER'S COPY OF THE APPROVED SET OF PLANS MJST BE AVAILABLE TO NSPECTOR'S AT TI -E JOBSITE 1. FIRE SAFETY DURING CONSTRICTION SHALL COMPLY WITH 2012 NTER4ATIONAL FIRE CODE. THERE 114E CODE STATES "WHERE REQUIRED". SUCH SECTIONS ARE REQUIRED UNLESS A WRITTEN EXEMPTION TO THE SECTION HAS BEEN SUBMITTED TO THE DEPARTMENT AND APPROVED. 8. FINISH FLOOR REFERENCE PAl1M EQUALS (01-001 REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION. S. ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY, FACE OF FRAMING OR COLUMN CENTER LINES UNLESS NOTED OTHERWISE 10. CONCEALED SPACES 2012 SEC 118 -PROVIDE HORIZONTAL FIREBLOCKING IN ALL WOOD FRAME WALLS AT 10-0" ON CENTER AND WHERE FRAME WALLS PENETRATE CEILINGS. FIREBLOCK ENCLOSED ATTIC SPACES SHALL BE DIVIDED INTO HORIZ AREAS NOT EXCEEDING 3000 SF. OR NOT REQUIRED IF BUILDING IS SPRINKLED 2009 IBC 1184. DRAFT STOP CONSTRICTION: THESE AREAS SHALL BE DIVIDED BY PARTITIONS EXTENDED FROM THE CEILING TO THE UNDERSIDE OF THE ROOF DECK MATERIAL SHALL BE 1/2" GYP. BD. OR 3/8" PLYUA. OR OTHER APPROVED MATERIAL. OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF CLOSNG WITH AUTO LATCHES, PER 2012 IBC 118.4.1 IL AN AUTOMATIC SPRINKLER SYSTEM THAT CONFORMS WITI4 ALL RECOMMENDATIONS OF AN APPROVED RATING BUREAU AND NFPA PAMPHLET NO. 13 MD IS CONNECTED TO AN ALARM RECEIVING FACILITY AS APPROVED BY 114E CITY OF TUKWILA FIRE MARSHALL SHALL BE INSTALLED. ACTIVATION OF TI4E FIRE SPRINKLER SYSTEM SHALL ACTIVATE THE FIRE ALARM SYSTEM. GUARDS TO BE PROVIDED THROUGHOUT PREMISES TO PROTECT HEADS FROM ACCIDENTAL IMPACT. A SEPARATE PERMIT AND PLAN REVIEW SUBMITTAL IS REQUIRED FOR THE INSTALLATION OF THE FIRE SPRINKLER SYSTEM. ALL SHOP DRAWINGS SHALL BE SUBMITTED AND APPROVED BYtUKJUILA THE FIRE MARSHALL PRIOR TO THE START OF INSTALLATION. ALL WORK NCLUDNG DESIGN AND INSTALLATION SHALL 13E PERFORMED BY A WA STATE LICENSED FIRE SPRINKLER CONTRACTOR. 12. THE BUILDING SHALL SE PROTECTED BY AN APPROVED AUTOMATIC FIRE ALARM SYSTEM AND EMERGENCY AUDIBLENISIBLE ALARM COMMUNICATION SYSTEM. A SEPARATE PERMIT AND PIAN REVIEW SUBMITTAL IS REQUIRED FOR THE INSTALLATION OF THE FIRE ALARM SYSTEM. WORD SHALL NOT GOMMyENCE UNTIL THE PLANS HAVE BEEN APPROVED AND THE PERMIT HAS BEEN ISSUED. 13. PROVIDE (I) 2A-10BC FIRE EXTINGUISHER (WALL MOUNTED) FOR EACH 3000 SQUARE FEET OF FLOOR AREA MAXIMUM TRAVEL DISTANCE SHALL BE 15 FEET TO AN EXTINGUISHER PER ADA 4A THE FIRE EXTINGUISHERS MOUNTED WITH IT'S LEADING EDGES !BETWEEN 21" TO 80" AFF CAN NOT PROTI IJDE NO MORE THAN 4' INTO WALKS CORRIDOR PASSAGEWAYS,OR AISLES. PORTABLE FIRE EXTINGUISHER HAVING A MINIMUM RATING CLASP) 'K' SHALL BE INSTALLED W1TNN 30 FEET OF COMMERCIAL FOOD HEAT -PROCESSING EQUIPMENT AS MEASURED ALONG AN UNOBSTRUCTED PATH OF TRAVEL IN ACCORDANCE WITI4 2012 INTERNATIONAL FIRE CODE SEC 906. (PROVIDE MINIMUM 1 FIRE EXTINGUISHER PER TENANT LEASE SPACE.) . EXTINGUISHERS SHALL BE INSTALLED IN CABNETS AT CERTAIN LOCATION IF REQUIRED BY TI$ CITY. 14. ALL DECORATIVE MATERIALS ARE REQUIRED TO BE MAINTAINED IN A FLAME-RETARDANT CONDITION. POST 'NO SMOKING' SIGNS IN ACCORDANCE W/ WASHINGTON STATE SMOKING IN FOLIC PLACES ACT 10.160.050 15. EXPOSED INSULATION MATERIALS INCLUDING FACINGS AND VAPOR BARRIERS SHALL HAVE A FLAME SPREAD RATING NOT 70 EXCEED 25, AND A SMOKE DENSITY 1407 TO EXCEED 450, OR SHALL BE 114 SUBSTANTIAL CONTACT WITH THE WALL OR CEILING SURFACE FINISH 2012 MC. AT BUILDING ENVELOPE WHERE INSULATION 113 INDICATED ON THE PLANS, SECTIONS AND DETAILS, PROVIDE A FIRE RESISTIVE FOIL FACED INSULATION OR VAPOR BARRIER AT WARM FACE OF INSULATION. 16. PROVIDE BUILDING ADDRESS ON EXTERIOR FACE OF BUILDING IN THE LOCATION ILLUSTRATED ON PLANS, LETTERING AND / OR NUMERALS 70 BE 12" HIGH MNIMUM. SYMBOLS SHALL BE CF HIGH DENSITY STYROFOAM WITH METALLIC OR LAMINATE FACE. LEASE UNITS 70 BE PROVIDED WITH LETTERS OR NUMBERS OVER EACH ENTRY DOOR. LETTERING TO BE APPROVED BY ARCHITECT PRIOR TO APPLICATION. LAYOUTS SHOUN FOR LEASE SPACES ARE PRELIMINARY ONLY AND ARE FOR PURPOSES OF ASSIGNING ADDRESSES, DETERMINING EXIT REQUIREMENTS, AND LOCATING TOILET ROOMS. FINAL LAYOUT TO BE SUBMITTED AS TENANTS ARE SELECTED. PROVIDE ILLUMINATED EXIT SIGNS AS INDICATED ON THE REFLECTED CEILING PLAN AND SPECIFICATIONS LEASE SPACES REQUIRING SEPARATE SANITARY FACILITIES FOR EACH SEX WILL BE INDICATED ON TENANT IMPROVEMENT. 11. MECHANICAL, ELECTRICAL, PLUMBING, LIGHTNG t0 BE DESIGN BUILD. CONTRACTOR RESPONSIBLE FOR ALL PERMITS AND APPROVALS. ELECTRICAL: ELECTRICAL RESISTANCE HEAT OR ROMP( WIRING IS NOT ALLOUED. MECHANICAL:TOILET ROOMS SHALL HAVE SEPARATE AND INDIVIDUAL EXHAUST SYSTEMS IN SEPARATE SHAFT 2012 INTERNATIONAL MECHANICAL CODE . THE MECHANICALLY OPERATED EXHAUST SYSTEM SHALL BE CONNECTED DIRECTLY t0 THE OUTSIDE, AND TI4E POINT OF DISCHARGE SHALL BE AT LEAST 3' FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING. 714E MECHANICAL EXHAUST SYSTEM SHALL PROVIDE A MINIMUM OF ONE AIR CHANGE EVERY 15 MINUTES. TOILET ROOMS MAY SE UNDER COMMON SYSTEM IF SYSTEM 1445 NEGATIVE AIR PRESSURE N ALL DUCTS. FIRE/SMOKE DAMPERS SHALL BE INSTALLED IN DUCTS PENE'TRATNG PROTECTIVE ELEMENTS OF FIRE RATED CORRIDOR WALLS AND CEILINGS PENETRATION OF FIRE RESISTIVE ASSEMBLIES SHALL BE PROTECT PER 2012 IBC SEC 114. TYPES OF MATERIALS AND PROTECTIVE SYSTEMS SHALL BE DESIGNED AND APPROVED UNDER DEFERRED SUBMITTAL. 18. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT (IE.140 DEAD BOLTS, SURFACE BOLTS, THUMB TURNS, ETC). 2012 IBC 10081.9 THE MAIN EXIT ONLY MAY HAVE A KEY LOCKING DEVICE IF THERE ISA SIGN ADJACENT TO THE DOOR STATING '71415 POOR 70 REMAIN UNLOCKED PURING BUSINESS HOURS." WHEN UNLOCKED, THE DOOR SHALL BE FREE 70 SWING WITHOUT THE USE CF ANY LATCHING DEVIMATIC FLUSH BOLTS ARE ALLOWED ON PAIRS OF DOORS, PROVIDED THE DOOR WITH THE FLUSH BOLT HAS NO KNOBS OR SURFACE -MOUNTED HARDWARE, AND THE U NLATCHNG OF ANY LEAF REQUIRES ONLY A SINGLE OPERATION 2012 IBC 1008133. ALL EXTERIOR EXIT DOORS WITH AUTOMATIC CLOSERS SHALL HAVE A MAXIMUM OPENING FORCE OF 81/2 POUNDS(5 POUNDS FOR INTERIOR DOORS) CONTRACTOR TO VERIFY THAT ALL GLAZING UNITS USED 114 HAZARDOUS AREAS 2012 113CC 2406. AND SHALL PASS THE TEST REQUIREMENTS CF CPSC 16 CFR 1201, 2012 IBC 24062. It ALL DOORS SHALL SUNG TO THE FULLY OPEN POSITION UMETI AN OPENING FORCE NOT 70 EXCEED 30LBS 18 APPLIED TO THE LATCH BIDE. 307 TUKWILA PARKWAY TUKWILA, WA ?ERNE LT SET DJ A sMaf lO`V"r ,so M!!Cn FTIN AINK A ©A PAIN K �9 .ECTI CA �9 9 .1-"LULIVLIoNO, for: BETA DEVELOPMENT LLC TTLE ger 3EX ARCHITECTURAL 4-0.1 COVER SHEET A -I.1 SITE PLAN A-2.1 FLOOR PLAN - DEMO / PROPOSED 4-3.1 REFLECTED CEILING PLAN f SEF'-^: LATE PERMIT REQU ED FOR; ? Mectlanioat Elsctricat p'Plumbing .Gas Piping City of Tukwila BUILDING DIVISION MCI' DATA BOLS AR--rD) E), REV 'EONS CODE HNFO AT:ON" 2012 INTERNATIONAL BUILDING 2012 UNIFORM PLUMING CODE 2012 INTEh''1`IATIONAL MECHANICAL CODE 2012 INTERNATIONAL FIRE CODE 2012 WASHINGTON STATE ENERGY CODE WASHINGTON STATE AMENDMENTS ?REIT -EC? CT RI( AR NITECT: GDA t PIRSCHER ARCHITECTS, INC. 23114 100 AVE W / PO BOX 55429 SEATTLE, WA 98155 PI -4N: (206) 36S-9668 FAX: (206) 368-5558 CONTACT: CARL PIRSCHER OUJNER BETA DEVELOPMENT LLC 18821 ROTI -TELL WAY NE 110 BOTHELL, WA 98011-1940 CONTACT: RICHARD BRlNHAVER BUILDING SECTION SECTION IDENTIFICATION LOCATED ON SHEET._ WALL SECTION SECTION IDENTIFICATION LOCATED ON SHEET_ DETAIL DETAIL IDENTIFICATION LOCATED ON SHEET INTERIOR ELEVATION ELEVATION IDENTIFICATION LOCATED ON SHEET ROOM SYMBOL OPF I CE < ROOM NAME ROOM NUMBER 101 1A2 91_011r 950 SOFT. ROOM MATERIAL CODES 1st No FLOOR/BASE 2nd No WALLS/WAINSCOT 3rd No CEILING CEILING HEIGHT SQUARE FOOTAGE GRID MARKERS LETTERS IN ONE DIRECTION NUMBERS IN THE OTHER DOOR SYMBOL DOOR NUMBER WALL SYMBOL WALL IDENTIFICATION UJINDOUJ SYMBOL A< WINDOW IDENTIFICATION MATCH LINE SHADED PORTION IS THE SIDE CONSIDERED NORTH ARROW ELEVATION MARKER FINISH GRADE ELEVATION TOP OF CURB TOP OF PAVEMENT CENTER LINE PROPERTY LINE CENTER LINE OF STREAM NEW CONTOUR EXISTING CONTOUR �-11- REVISION CLOUD IDENTIFYING NUMBER 1.10.00 0 AND L ANGLE • AT CENTERLINE DIAMETER OR ROUND 1 PERPENDICULAR " POUND OR NUMBER A$. ANCHOR BOLT ACOUS. ACOUSTICAL AFF. ABOVE FINISH FLR AGGR. AGGREGATE ALUM. ALUMINUM ANOD. ANODIZED APPROX. APPROXIMATE ARCH. ARCHITECTURAL ASPH. ASPHALT BD. BLDG. ELK BLK'G. BM. BOT. B.U.R CAB. C$. CEM. CH. CJ. CLG. CLR C.O. COL. CONC. CONN. CONSTR CONT. C.T. CTR. CTSK DBL. DEPT. PET. DIA. DIM. DN. DR D.S. DWG. E. EA. E.IF.S. EJ. EL. ELEC. ELEV. ENCL. E.P. BOARD BUILDING BLOCK BLOCKING BEAM BOTTOM BUILT UP ROOF CABINET CATCH BASIN CEMENT CHANNEL CONTROL JOINT CEILING CLEAR CLEAN OUT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CERAMIC TILE CENTER COUNTER SUNK DOUBLE DEPARTMENT DETAIL DIAMETER D !PIENS ION DOWN DOOR DOWNSPOUT DRAWING EAST EACH EXTERIOR INSULATION FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR ENCLOSURE ELECTRICAL PANEL EQ. EQUIP. EXIST. EXPO. EXT. F.O.I.C. FD. F.E. F.H. FIN. FLASH. FLR FLUOR FOUND. FR11'G. FT. FTG. PURR GA. GALV. G.C. GL. GND. GR GP. Glu.B GYP. NDWR. HDCP. HOW. H.B. H.C. H.M. HORIZ. HR HT. INST. INSUL. INT. LAM. LB. LOC. MATL. MAX. MFR M.H. MECH. MIN. MISC. MTD. NTL. N. N.I.C. NO. N.T.S. EQUAL EQUIPMENT EXISTING EXPOSED EXTERIOR FURNISHED BY OWNER INSTALLED BY CONT'R FLOOR DRAIN FIRE EXTING- UISHER FIRE HYDRANT FINISH FLASHING FLOOR FLUORESCENT FOUNDATION FRAMING FOOT OR FEET FOOTING FURRING GAUGE GALVANIZED GENERAL CONTRACTOR GLASS GROUND GRADE GROUP GYPSUM WALL BOARD GYPSUM HARDWARE HAND ICAP HARDWOOD HOSE BIBS HOLLOW CORE HOLLOW METAL HORIZONTAL HOUR HEIGHT INSTALLATION INSULATION INTERIOR LAMINATED POUND LOCAT ION MATERIAL MAXIMUM MANUFACTURER MANHOLE MECHANICAL MINIMUM MISCELLANEOUS MOUNTED METAL NORTH NOT IN CONTRACT NUMBER NOT TO SCALE O.C. ON CENTER 0/ OVER OPP. OPPOSITE PL. PLATE PLYWD. PLYWOOD P.P. POWER POLE PLAN PLASTIC LAMINATE R RADIUS OR RISER R.D. ROOF DRAIN REC. RECOMMENDED REF. REFERENCE. RE INF. REINFORCED REQ'D. REQUIRED RN. ROOM S. SOUTH S.C. SOLID CORE SCHED. SCHEDULE 514T. SHEET SHT'G. SHEATHING SIM. SIMILAR SPEC. SPECIFICATIONS SQ. SQUARE STD. STANDARD STL. STEEL STORE STORAGE STRUC. STRUCTURAL SUSP. SUSPENDED 5.4 V. STAN AND VARNISH SVC. SERVICE SYN. SYMMETRICAL 5/1.11 SIDEWALK T. T.C. TEL. THK T.O.P. T.P. T.W. TYP. U.S.C. UNF. U.ON. TREAD TOP OF CURB TELEPHONE TONGUE AND GROOVE THICK TOP OF PLATE TOP OF PAVEMENT TOP OF WALL TYPICAL UNIFORM BUILDING CODE UNFINISHED UNLESS OTHERWISE NOTED VERT. VERTICAL W. WEST W/ WITH WD. WOOD WOW. WINDOW W/O WITHOUT W.P. WATERPROOF W.R WATER RESISTANT WSCT. WAINSCOT WT. WEIGHT SITE DATA JURISDICTION: ZONE: PARCEL AREA: TAX PARCEL NO.: CITY OF TUKWILLA TUC 141,136 022300-0010 BUILD INK DATA OCCUPANCY: B CONSTRUCTION TYPE: VB FULLY FIRE SPRINKLED PROPOSED AREA OF WORK (GROSS) 3,510 SQ FT BUILDING AREA (GROSS): 40,061 BUILDING HEIGHT TOTAL: NO CHANGE FILE COPY Mo. Ob92 Plan r ,.; ., lis suhjecf to errors and Ofilk : iors. Approv; <; :cocL_ frits duos not uLlea t hDll G the viol x< :: :ny x c �c}:� c Udo or ordinance. Receipt of appro`fc . Copy ntt i3 acknowledged: Date: L/ /0- ZO/f City or Tukwila. BUILDING DIVISION DESC=119: N ANDOVER INDUSTRIAL PARK # 1 LESS ST REVISIONS No l:hrn(7e , sh:jl h' n^de to the scope of wor!c witho%;i: p:ior approval of •_�!;, ifs Gi.. ilding Division. NOTE: kcvi tans wilt require a new plan submittal and may include additional plan review fees. VI:CHM-117 MAP TUKWILA PKWY TUKWILA PKLUY SUED FOF D'E COMIPLIANII aE APPROVED MAR 2 5 2016 k -2 12 _ City of Tukwila II_DINC DIVISIC;V RECEIVED CITY OF TUKWILA MAR 01 2016 PERMIT CENTER. SHEET: A 0,1 .71 ., cl0 Es JOAN Abb. z 0 Q to Q i i Q li I DRAWN: M CHECK: CFP J05 NO: 16005 LANDLORDS WORK TENANT IMPROVEMENT - T KINI LA 301 TUKIAIILA PARKV4AY TIJKMILA, A FOR: SETA DEVELOPMENT LLG C DA 1 PIRSCHER ARCHITECTS GDA + Pirscher Architects 23114 100 AVE A EDMONDS, NIASHIN&TON, 98020 (206)368-4660 RECEIVED CITY OF TUKWILA MAR 01 2016 PERMIT CENTER. SHEET: A 0,1 N5S'40131" E 351.04' EXISTING BUILDING SITE PLAN SCALE: 1" = 20'-0" 5' BUILDING SETBACK PER CITY OF TUKWILA SCALE: 1* = 20' 0 10' 20' 40' 60' Sm°12'ID9"W 32951' bl.b 005.3 LREVIEWED FOR _� CODE COMPLIANCE APPROVED MAR 2 5 2016 City of Tukwila BUILDING DIVISION M., .T,. R�..-�....,.... - town - RECEIVED CITY OF TUKWILA MAR 0 1 2016. PERMIT CENTER SHEET: A=11 O oi K r'r ' • �+ lLimai W111'r DESGRI PTI ON N1 i W Q X MAK DRAWN: M CHECK: CFP JOB NO: 16005 ZIG TENANT IMf'RC LA ARY LLG P I RSCHER CDA ARCHITECTS GDA + PIrscher Architects 23114 100 AVE IN EDMONDS, WA5HINSTON, Gt8020 (206)368-41668 RECEIVED CITY OF TUKWILA MAR 0 1 2016. PERMIT CENTER SHEET: A=11 R-11 SOUND INSULATION EXIST SLAB ON GRADE KISISIV VVVVVVA._.... 410-4 6" 20 GA METAL STUDS 0 16" OC CONT 6" 20 GA METAL * SILL TRACK WMILTI X -U21 SHOTPIN • 16'10C 2 ROWS 3" O.C. (1� FULL HE IeHT WALL SLA5 CONNECTION FOR METAL STUDS R-11 SOUND INSULATION EXIST SLAB ON GRADE l 3-5/8" 20 GA METAL STUDS 0 16" OAC. T 3-5/8" 20 GA METAL SILL TRACK TREATED o SILL PLATE WMILTI X -U21 SHOTPIN • 16"OC-TWO 3" OC CFULL HE ICHT WALL SLAB CONNECTION 2) 2) 49 CEILING USING METAL STUDS 38'-3" 21'-5 1/2" 16'-9 1/2" FLOOR PLAN -PROPOSED SCALE: 1/01" =II-0" WALL TYPES SCALE: 1-1/2=I'-0" SOUND ATTENUATION BLANKET R -I 5/8" TYPE "X" G.W.B. 3-5/8" METAL STUDS 6 24" O:C. Al PROVIDE WATER RESISTANT G1U8. IN WET AREAS FULL HEIGHT WALL SAME AS "A" EXCEPT 6" METAL STUDS * 16" O.C. PROVIDE WATER RESISTANT GW.B. IN WET AREAS NOTES: I. ALL FRAMING MEMBERS SHALL BE AS MANUFACTURED BY THE MILCOR DIVISION OF INRYCO, OR APPROVED EQUAL, AND SHALL BE OF THE TYPE AND SIZE AS SHOWN ON THE DRAWINGS. 2. ALL GALVANIZED 18 AND 20 GAUGE STUDS, AND ALL GALVANIZED TRACK, BRIDGING, END CLOSURES AND ACCESSORIES S1-1ALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF A.S.T.M. A-446, GRADE "A" WITH A MINIMUM YIELD OF 33,000 P.S.I. 3. ALL GALVANIZED STUDS AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G-60 GALVANIZED COATING. 4. CONT 6" 20 GA METAL * SILL TRACK W/HILTI X -U21 SHOTPIN 16"0C 2 ROWS 3" O.C. 5. WALL FINISH TO BE G.W.B. TAPED, SMOOTH, PRIMED AND PAINTED. T1'-9 1/2" 21'-11" 21'-T" 8'-2 1/2" IT' -2" r cA 8'-0" 15'-T 1/4" 28'-0" ElI T1'-4" n DEMO WALL T1'-9 1/2" 28'-2 1/4" FLOOR PLAN - AS BUILT DEMO SCALE: I/81" FLOOR PLAN KEY NOTES NEUJ DEMISING WALL NEW OFFICE SPACE OUTLETS 20 FT ON CENTER IN NEW DEMISING WALL • \ N6- 00 53 ._._.REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 5 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 01 2016 PERMIT CENTER SHEET: A=2.1 .. 4) H z 0 a 0 1) W = 0 X DRAWN: M CHECK: CFP .JOB NO: 16005 ZK TENANT I r L.A 'AR1 LLG PIRSCHER QA' ARCHITECTS GDA + Plrecher Architects 23114 100 AVE IN EDMONDS, WASHINGTON, 98020 (206)368-9668 RECEIVED CITY OF TUKWILA MAR 01 2016 PERMIT CENTER SHEET: A=2.1 1EFLECTED CEILING PLAN SCALE: 1/8,11_1, 01, NOTES: MAKE NECESSARY ADJUSTMENTS TO THE LIGHTING, SPRINKLERS AND HVAC CONFIGURATIONS. NOTE: SEE STRUCTURAL FOR EXISTING ROOFING 4 ADDITIONAL INFO ROOF SHEATHING x El i'IRE STOP MATERIAL bifts.m,s73 \ / ---7"----16ga. EXTENDED LEG T SLIP TRACK, FIRESAFE CONT. ATTACH TO PLYWOOD ROOF PANELS. 6" STUD TRACK SLIPTRACK NS /8" TYPE 'X' G.W.15., DO NOT ATTACH TO TOP TRACK 6" INSULATED METAL STUD WALL. 9.250.055 I R STUDS e 48" 0.C. TER SATE DIRECTION, CONNECT TO ROOF STRUCTURE. \EXISTING GRID CONTRACTOR TO VERIFY HEIGHT OF CEILING WITH TENANT SOUND INSULATION 12' AF.F. METAL TRIM METAL STUD 5/8" TYPE 'X' G.W.B. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 5 2016 City of Tukwila JILDINO DIVISION LUAU /CE ILINCx INTERSECTION NS 9250.051 NUMBER ID 001R SCI -°4E IDUL E A}5IBREVI4TIONS ooDOOR TYPES SCALE: I/4" = 1'-0" O< -DOOR W Z O a BALL DOORS ,ARE 1 3/4" TI -LICK UNLESS NOTED OTHERWISE OPENING SIZE DOOR DOOR 4 FRAME HOUR RATING FRAME p tx t DETAILS ALUM -ALUMINUM NM -HOLLOW METAL SG -SOLID GORE OD PNT -PANTED FINISH -TENANT -`SCHED PER . 0 1_1 O}_ a1-- 1 (i O O D Oto O Za-2 au (1)� d 0I- 1TEN 1OC uEu W� nO ` u a w :- fa "4-1 -1 45 REMARKS 1 3'-0" x 1'-0" A WD,SC PNT x WD PNT 11,22,26,36 4 Q F FINISH,� / / < / . \ E EXISTING -4 ifX DRAWN: M CHECK: CFP 1013 NO: 16005 If- 2 (I) p V Q _1 L/N, F- __I z w x U o a 0 LU -.1 O � LL 2 1L t -" K Ni jE?4� O m CDA1 PIRSCHER ARCHITECTS GPA + Pk -ocher Architects 23114 100 AVE IN EDMONDS, WASHINGTON, 98020 (206)868-9668 NOTE: ALL DOORS TO BE HANDICAP ACCESSIBLE. FLOOR FLUSH WOOD IR E IN1 4 K 5 OOR NOTES 1. PROVIDE DECAL SIGN WITH 1" NIGH LETTERS ON CONTRASTING 23. BACKGROUND READING: 'TI -115 DOOR TO REMAIN UNLOCKED 24 WHEN BUILDING I8 OCCUPIED'. LOCATE ON THE INSIDE TRANSOM. 25. 2. PROVIDE AND INSTALL 6" SQUARE INTERNATIONAL SYMBOL 26. OF ACCESS SIGN. THE SIGN SHALL BE ALONGSIDE THE DOOR AT THE LATCH SIDE (WITH MENSNIOMENS SIGN FOR TOILET 21. ROOMS). TACTILE CHARACTERS SHALL BE 48" MIN. ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE LOWEST 28. TACTILE CHARACTER AND 60" MAX. ABOVE THE FLOOR MEASURED TO THE BASELINE OF THE HIGHEST TACTILE CHARACTER PER ICC/ANSI A1111-2003 SECTION 103310 29. 3. PROVIDE SIGNAGE PER CODE. SEE INTERIOR SIGN CHART. 30. EACH DOOR PROVINPING ACCESS TO AN AREA OF REFUGE FROM 31. AN ADJACENT FLOOR AREA SHALL BE IDENTIFIED BY A SIGN COMPLYING WITH ICC A111.1, STATING "AREA OF I?EGUGE", AND 32. INCLUDING CNE INTERNACIONAL SYMBOL OF ACCESSIBILITY. THE TACTILE CHARACTERS SHALL BE 48" MIN. ABOVE THE FLOOR, 33. MEASURED TO THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60" MAX ABOVE THE FLOOR MEASURED TO 34. THE BASE LINE OF THE HIGHEST TACTILE CHARACTER (SEE FIG. 35. 1033.10 OF THE ANSI 111.1). 36. 4. PROVIDE SIGNAGE INDICATING ROOM USE. 5. U VALUE MAX = 0.60 FOR SYSTEM TESTED AS UNIT ASSEMBLY (SOLID DOORS). 6. POOR U -VALUE OF NOT MORE THAN 0.60, WINDOW U -VALUES CANNOT EXCEED 0.65. 1. GLAZING U -VALUE 0.40. 8. MAX TRANSMITTED TEMPERATURE OF 450' 9. DOOR ASSEMBLY INCLUDING GLAZING SHALL BE LABELED FOR THE REQUIRED FIRE PROTECTION RATING AND INSTALLED IN ACCORDANCE WITH THEIR LISTING. GLAZING FACTORY INSTALLED. 10. OFFSET DOORS AND GLASS. 11. SOLID CORE. 12. DRIP CAP 13. WEATHERSTRIPPING. 14. GASKETING. 15. THRESHOLD 16. ELECTRONIC CONTROLS W/ CHAIN HOIST BACK UP. 11. SELF CLOSING. 18. SELF CLOSING WITH CONCEALED CLOSURE. 19. SELF CLOSING WITH CLOSER 20. CHAIN STOP WITH HOLD OPEN. 21. HOLD OPEN. 22. DOOR STOP PUSH PULLS. PUSH PLATE. PUSH PLATE, PULL. BAR LATCH GUARD. PASSAGE LATCH. ALL DOOR HARDWARE TO BE SINGLE ACTION LEVER ADA i TURN HARDWARE AT A MINIMUM LEVER HANDLES, BOTH SIDES. LEVER HANDLE ON INSIDE ONLY. NO OUTSIDE ACCESS. PROVIDE LEVER HANDLES ON ALL MAN DOORS (EXCEPT STOREFRONT). ORBIT HANDLE. PAD LOCKING SYSTEM PRIVACY LATCH. PROVIDE PUSH BUTTON LOCK LOCK P ACTION. 1. 2. 3. 4. S. 6. 1. 8. 9. 10. IN A GROUP A OCCUPANCY OF 300 OR LESS, GROUPS CHURCHES, ONLY ONE, MAIN, EXTERIOR PAIR IBC 1008.1.93 ITEM 2 WHICH • "THE LOCKING DEVICE DISTINGUISHABLE • A READILY VISIBLE POSTED ON THE THE DOOR STATING: UNLOCKED WHEN HAVING AN OCCUPANT LOAD B, F, M AND S, AND IN MAIN EXTERIOR DOOR (OR ONE, -OF -DOORS) MAY UTILIZE 2006 STATES SHALL BE READILY AS LOCKED," DURABLE SIGN SHALL BE EGRESS SIDE ON OR ADJACENT TO THIS DOOR TO REMAIN BUILDING IS OCCUPIED. THE SIGN SHALL BE IN LETTERS 1 INCH HIGH ON A CONTRASTING BACKGROUND. DOOR SURFACE WITHIN 10 INCHES OF THE FLOOR, MEASURED VERTICALLY SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE E OTE FULL WIDTH TTHE POOR PARTS CREATING ON HORRIZOONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL EE WITHIN 1/16" OF THE SAME PLANE AS THE OTHER PAIR -OF -DOORS HARDWARE: MANUAL OPERATED FLUSH BOLTS NOT PERMITTED. APROVED AUTOMATIC FLUSH BOLTS TO BE USED AND NO DOORKNOB OR SURFACE -MOUNTED HARDWARE FOR THE POOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS. THRESHOLDS AT DOORWAYS: IF PROVIDED THRESHOLDS AT DOORWAYS SHALL 13E 1" INCH MAXIMUM IN HEIGHT. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS 31-1ALL COMPLY WITH SECTIONS 302 AND 303. HARDWARE HEIGHT: HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATION DEVICES SHALL BE INSTALLED 34 INCHES MIN. AND 48 INCHES MAX ABOVE THE FLOOR. DOOR HARDWARE CONFIGURATION: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL NAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. POOR OPENING / CLOSING FORCE: THE OPENING FORCE FOR INTERIOR SIDE -SWINGING DOORS, WITHOUT CLOSETS SHALL NOT EXCEED A 5 -POUND FORGE. FOR OTHER SIDE -SWINGING, SLIDING, AND FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15 -POUND FORCE. THE DOOR SHALL SE SET IN MOTION WHEN SUBJECTED TO A 30 -POUND FORCE. THE DOOR SHALL SWING TO A FULL -OPEN POSITION WHEN SUBJECTED TO A 15 -POUND FORCE. FORCES SHALL BE APPLIED TO THE LATCH SIDE. WITHIN AN ACCESSIBLE ROUTE, AT EXTERIOR DOORS WHERE ENVIRONMENTAL CONDITIONS REQUIRE A CLOSING PRESSURE GRATER THAN 85 POUNDS, POWER OPERATED DOORS SHALL BE USED WITHIN THE ACCESSIBLE ROUTE OF TRAVEL. SPEED OF DOOR WITH CLOSER DOOR CLOSURES SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN P051tION OF 12 DEGREES SHALL BE 5 SECONDS MINIMUM. SPEED OF DOOR WITH SPRING HINGES: DOOR SPRING HINGES SHALL BE ADJUSTED 50 THAT FROM THE OPEN POSITION OF 10 DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 15 SECONDS MINIMUM. A TACTILE SIGN STATING EXIT AND COMPLYIN GIWTH ICC A111.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN EGRESS STAIRWAY, AND EXIT PASSAGEWAY AND THE EXIT DISCHARGE. 1EFLECTED CEILING PLAN SCALE: 1/8,11_1, 01, NOTES: MAKE NECESSARY ADJUSTMENTS TO THE LIGHTING, SPRINKLERS AND HVAC CONFIGURATIONS. NOTE: SEE STRUCTURAL FOR EXISTING ROOFING 4 ADDITIONAL INFO ROOF SHEATHING x El i'IRE STOP MATERIAL bifts.m,s73 \ / ---7"----16ga. EXTENDED LEG T SLIP TRACK, FIRESAFE CONT. ATTACH TO PLYWOOD ROOF PANELS. 6" STUD TRACK SLIPTRACK NS /8" TYPE 'X' G.W.15., DO NOT ATTACH TO TOP TRACK 6" INSULATED METAL STUD WALL. 9.250.055 I R STUDS e 48" 0.C. TER SATE DIRECTION, CONNECT TO ROOF STRUCTURE. \EXISTING GRID CONTRACTOR TO VERIFY HEIGHT OF CEILING WITH TENANT SOUND INSULATION 12' AF.F. METAL TRIM METAL STUD 5/8" TYPE 'X' G.W.B. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 5 2016 City of Tukwila JILDINO DIVISION LUAU /CE ILINCx INTERSECTION NS 9250.051 '? 1 O N _J 1 z 0 fi t1 111 E- EXISTING RESTROOM NEW OFFICE EXISTING GRID NEW OFFICE EXISTING GRID W A x OPEN STRUCTURE TO -4 ifX 1EFLECTED CEILING PLAN SCALE: 1/8,11_1, 01, NOTES: MAKE NECESSARY ADJUSTMENTS TO THE LIGHTING, SPRINKLERS AND HVAC CONFIGURATIONS. NOTE: SEE STRUCTURAL FOR EXISTING ROOFING 4 ADDITIONAL INFO ROOF SHEATHING x El i'IRE STOP MATERIAL bifts.m,s73 \ / ---7"----16ga. EXTENDED LEG T SLIP TRACK, FIRESAFE CONT. ATTACH TO PLYWOOD ROOF PANELS. 6" STUD TRACK SLIPTRACK NS /8" TYPE 'X' G.W.15., DO NOT ATTACH TO TOP TRACK 6" INSULATED METAL STUD WALL. 9.250.055 I R STUDS e 48" 0.C. TER SATE DIRECTION, CONNECT TO ROOF STRUCTURE. \EXISTING GRID CONTRACTOR TO VERIFY HEIGHT OF CEILING WITH TENANT SOUND INSULATION 12' AF.F. METAL TRIM METAL STUD 5/8" TYPE 'X' G.W.B. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 5 2016 City of Tukwila JILDINO DIVISION LUAU /CE ILINCx INTERSECTION NS 9250.051 RECEIVED CITY OF TUKWILA MAR 0 1 2016 PERMIT CENTER SHEET: A=3_1 '? O N z 0 fi t1 111 E- W A x ifX DRAWN: M CHECK: CFP 1013 NO: 16005 If- 2 (I) p V Q _1 L/N, F- __I z w x U o a 0 LU -.1 O � LL 2 1L t -" K Ni jE?4� O m CDA1 PIRSCHER ARCHITECTS GPA + Pk -ocher Architects 23114 100 AVE IN EDMONDS, WASHINGTON, 98020 (206)868-9668 RECEIVED CITY OF TUKWILA MAR 0 1 2016 PERMIT CENTER SHEET: A=3_1