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Home My WebLink AboutPermit D18-0287 - JAYMARC INVESTMENTS - ENCLOSED OFFICESJAYMARC INVESTMENTS INC 14600 INTERURBAN AVE S BLDG D18-0287 Parcel No: Address: 0 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 3365901650 14600 INTERURBAN AVE S BLDG Project Name: JAYMARC INVESTMENTS INC Permit Number: D18-0287 Issue Date: 10/12/2018 Permit Expires On: 4/10/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No:. Lender: Name: Address: GRA INVESTMENTS LLC 4702 FOREST AVE SE , MERCER ISLAND, WA, 98040 JACK CALDERON 14600 INTERURBAN AVE S , TUKWILA, WA, 98168 JAYMARC AV 14600 INTERURBAN AVE S , TUKWILA, WA, 98168 JAYMAA*8240M CONSTRUCTION BONDING & M S 1050 FIFTH AVE NE - SUITE 206 , SEATTLE, WA, 98125 Phone: (206) 919-6960 Phone: (206) 682-6111 Expiration Date: 9/14/2020 DESCRIPTION OF WORK: CONVERT OPEN OFFICE SPACE TO ENCLOSED OFFICES. WORK WILL CONSIST OF INSTALLING INTERIOR WALLS AND DOORS. EXISTING CEILINGS, FLOORS AND SURROUNDINGS TO REMAIN IN PLACE. Project Valuation: $25,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IA Electrical Service Provided by: TUKWILA Fees Collected: $1,031.16 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: Date: VO I 2- 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 regulatingeotystruction or the performance of work. I am authorized to sign and obtain this development permit and agree/to the conditions attached to this permit. `Signature: Date: / ?// Print N me:'L �`/6,4C1-34-(/)i 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 laterally 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: 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. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. /`1 /1 9: 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. 10: 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. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: 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. 14: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 18: 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) 19: 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) 15: 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) 16: 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) 17: 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) 20: Maintain fire extinguisher coverage throughout. 21: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 22: 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) 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 24: 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 1010.1.9.1) 25: 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 1013.1) 26: 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 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 1013.6.1) 27: 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 1013.6.3) 28: 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 1008.3.5) 32: 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) 30: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 29: 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). 34: 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. 35: 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) 33: 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) 36: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 37: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 38: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 31: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: 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** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING CITY OF TUKCA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Perritt No. Project No. bl0 -02 07 Date Application Accepted: $--7-1 0 Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 14600 Interurban Ave South Tenant Name: Jaymarc Investments Inc. King Co Assessor's Tax No.: 3365901650 Suite Number: N/A Floor: 1, 2 PROPERTY OWNER Name: Jack Calderon Name: GRA Investments LLC City: Tukwila State: WA Zip: 98168 Address: 14600 Interurban Ave S. Email: jack@jaymarc-ay.com City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Jack Calderon Address: 14600 Interurban Ave S. City: Tukwila State: WA Zip: 98168 Phone: 2069196960 Fax: 2067638299 Email: jack@jaymarc-ay.com GENERAL CONTRACTOR INFORMATION Company Name: Jaymarc AV Address: 2732 1st Ave South City: Seattle State: WA Zip: 98134 Phone: 2066826111 Fax: 2067638299 Contr Reg No.: JAYMAA*883RK Exp Date: 12/12/2018 Tukwila Business License No.: 238210 H: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 3-9-I I.docx Revised: August 2011 bh New Tenant: ® Yes ❑ .. No ARCHITECT OF RECORD Company Name: Daniel B. Taylor Architects Architect Name: Daniel b. Taylor Address: 1639 Harbor Ave SW #304 City: Seattle State: WA Zip: 98126 Phone:(206) 465-2491 Fax: Email: dan@nicholsondev.com ENGINEER OF RECORD Name: Construction Bonding & M.S. Address: 11050 5th Ave NE; Suite 206 Company Name: None Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Construction Bonding & M.S. Address: 11050 5th Ave NE; Suite 206 City: Seattle State: WA Zip: 98125 Page 1 of 4 BUILDING PERMIT INFORMATIOI ?06-431-3670, Valuation of Project (contractor's bid price): $ 25,000 Existing Building Valuation: $ 1,500,000. Describe the scope of work (please provide detailed information): Convert open office space to individual enclosed offices. Work will consist of installing interior walls and doors. Existing ceilings, floors and surroundings to remain in place. Will there be new rack storage? ❑ 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: 14 Compact: 0 Handicap: 2 Will there be a change in use? ❑ Yes Z No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: © Sprinklers LvJ Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes IZ 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 6800 718 0 1A B 2"d Floor 3025 750 0 1A B 3rd Floor N/A Floors thru N/A Basement N/A Accessory Structure* N/A Attached Garage N/A Detached Garage N/A Attached Carport N/A Detached Carport N/A Covered Deck N/A Uncovered Deck N/A 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: 14 Compact: 0 Handicap: 2 Will there be a change in use? ❑ Yes Z No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: © Sprinklers LvJ Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes IZ 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 INFOOATION — 206-433-0179 Scope of Work (please provide detailed information): None Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #I25 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ❑...Valley View 0 .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 0 .. Grease Interceptor ❑ .. Channelization O .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # 0... Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: C ity State Zip Day Telephone: City State Zip H: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 0-9-I I.docx 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 LLWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: / tom_. Print Name: Jack Cakl on Day Telephone: 206-919-6960 Seattle WA 98134 Date: 08/27/2018 i Mailing Addr 2732 1st Ave South City H: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 8-9-I Ldocx Revised: August 2011 bh State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $1,031.16 D18-0287 Address: 14600 INTERURBAN AVE S BLDG Apn: 3365901650 $1,031.16 DEVELOPMENT $1,001.57 PERMIT FEE R000.322.100.00.00 0.00 $591.86 PLAN CHECK FEE R000.345.830.00.00 0.00 $384.71 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $29.59 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15358 R000.322.900.04.00 0.00 $29.59 $1,031.16 Date Paid: Friday, September 07, 2018 Paid By: JAYMARC INVESTMENTS INC Pay Method: CHECK 6591 Printed: Friday, September 07, 2018 3:47 PM 1 of 1 CR SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: m 4- j Jvk5i Type of Inspection: it14 r N09-4.-- Address: ' Igloo mirotoem Aye-_, Date Cal ed: Special Instructions: Date Wanted: ,/ /'LT'6 Requester: Phone No: 74' 979 &Woo proved per applicable codes. LJ Corrections required prior to approval. M M ENTS: cf3h'I J4 Inspector: Date: je..... REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. a INSPECTION NO. INSPECTION RECORD Retain a copy with permit tce131 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: Type of Inspection: Address: Date Called: penal Instructions: ^ / t4Pr7,..z. Date Wanted: a.m. p.m. Requester: Phone No: wt.. 9q I o pproved per applicable codes. LJ Corrections required prior to approval. MENTS:5,4 ^ Inspector: Date: 1-10-(°1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: 14 re- IN\/�b`iP Type of Inspectje: Fri4-ry n A5dd ss:..t, CKII .l` Special Instructions: ' _- L * eJ4y'- 2 FY'14'1g , Date Wanted:a.m. p.m. Re qtjtst4Acic Ph o "....6 0 ppr.oved per applicable codes. D Corrections required prior to approval. OMMENTS: #i- Zio d L7,o ti -7141 Inspector: _eC Date ✓ nr z Jc7 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 permit3348-0287 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: JAN'm el re. .1•(V'e5'tP1teriS Type of Inspection: Fr"Af'trNYG Address: Ave,Date ,%1 2 feruri41 AS. Called: /---, Special Instructions: I (c f0,00 t Oltr Date Wanted: D a.m: ID -2y-2018 p.m. Requester Phone No: Qt _ qql9^ 6 9 6o _ f 2/9-696o EiApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: * z_/v — [7; / Y -i-- ' Emig] 1- - /0e /4 -pp 617 ided Ye nave Fo.te- 4-.5../ii--- i y�eS to tc,(4 cvNc ai6o f x,�ti ,/\-14 v 41 t,dc-J- L ) Lai( ii vim- tocr _ 1..4 t,0).el JS , J lam le IndyeedArd ierekel C a <t ;54.5.64( accifjBr&L- mid, r frls Gt czt ve411, �11y . ,T T1 41 jl xr`�- cZJ.�V �,�yy (Lutivud) rent IA nd OA] P Inspector.72) -a Date: ifyV7 zov REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dia -0.287 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: ..ittyinktte IN✓grMciviy Type of Inspection: Address: /y(CC) I1 'Rz) / A -Vide c'i Date Called: . Special Instructions: Bag ¢im f c, 0' RG-eitk-'t LIG/ NG- Date Wanted: !0-19-18 a.m. p.m. Requester: -I/fel-4 Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Lti✓eL t/ rn.tT1& 5v5/9090e,A, Inspector: �S Date: ll% /7-7/6 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /Sc- F -l3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: `I Type of Inspection: r"" �"' Fire Alarm: Address: Suite #: o.et. 9 — Contact Person: SpecialInstructions: " k ---' Phone No.: :k_ DApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: `I Hrs.: Fire Alarm: (--7 Hood & Duct: rim 40 �� !-z L e -rd Ni0 no r2 (1-Cz- n L i y r Permits: Occupancy Type: '. l z- Ft iv l' --i- /4--p et2 w L-mI Needs Shift Inspection: Sprinklers: `I Hrs.: Fire Alarm: (--7 Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: '. Inspector: s--4.-- Date: /7101,7 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /X - S -fro 01 O Z t �1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ,..,)t,-Af Mkr-C.,_ i 1,-1 v. Type of Inspection: 6 ove r Address:Contact Suite #:'VI TIA' Person: Special Instructions: — OR- 4 Cv-Thc__ — -.. ( nor S -- 1 Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: V_2 S Fire Alarm: Veil Hood & Duct: eft. — OR- 4 Cv-Thc__ — -.. ( nor S -- 1 PrAD 72o (cr-A-4 1 1. i--rt,-4) ---t—mir- Permits: Occupancy Type: 3 — A—T=. ,? [% /11(i 4-aiv S s -110 w L C t! ii til otelted p`' P\ re .r - t l Ste-► r -e A ( tom ,—T (Z,,.,., ,.._ — C.04/ / )v�' /irc Afn bvs;o_c,e-: ;LT Needs Shift Inspection: N (,) Sprinklers: V_2 S Fire Alarm: Veil Hood & Duct: P` -'/A Monitor: NOPt-Ixt ,�-4-((i -9-$") o -o91 p Pre -Fire: Permits: Occupancy Type: 3 1 Inspector: `,--e� ,j 5 v s3 Date: //// /i 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 BACKFLOW PREVENTION ASSEMBLY TEST REPORT t ri L rjFireSolutionknssNafeW lhi NAME: Machine Toolworks SERVICE ADDRESS: Street: 14600 Interurban Ave. S, City: Tukwila, WA, Zip: 98168 LOCATION: In vault by FDC CROSS CONNECTION CONTROL FOR: Fire MANUFACTURER: Wilkins MODEL: 350ADA RECEIVED OCT 0 4 2018 Report Type: ❑ New ❑✓ Existing 0 Replacement TUKIAIILA PUBLIC WORKS ZE: 6" TYPE ASSEMBLY: DCDA • IS THIS A PROPER INSTALLATION: Water Service found: Q Yes Q On ❑ No ❑Off Water Service Left: REMARKS: Test Equipment: Make: Mid West Model: 845 Serial #: 10151724 Assembly Tested: Q Satisfactorily 0 Failed 1 CERTIFY THE ABOVE REPORT TO BE TRUE: Certified Tester's Typed or Printed Name Josh Fitzpatrick Initial Test By: Repair By: Repair Test By: ;ORRECTION LTR# Phone No. 2533022350 Cert No: B3479 Cert No: El On ❑Off -R et; " ` Accuracy VerifgaHet;fiet 09Wrti 1/18 CITY OF TUKWILA OCT 0 2 2018 ?ERMv1�T9/26 EN018TER a e C2 Date: Date: INITIAL TEST RESULTS TEST AFTER REPAIR OR CLEANING RPBA Line Pressure: Pressure Drop Across: No. 1 Check Valve(A) Relief Valve Opened(A) Buffer (C) = (A -B) No. 1 Check: No. 1 Check: Minimum AG Separation: Passes Test: psid psid psid Line Pressure: Pressure Drop Across: No. 1 Check Valve(A) psld Relief Valve Opened(A) psid Buffer (C) = (A -B) psld • Closed tight No. 1 Check: IIII Closed tight ❑ Leaked ❑ Closed tight ❑ Leaked ❑ Yes ❑ No ❑ Leaked No. 1 Check: . Closed tight In Leaked Minimum AG Separation in Yes II No • Yes • No Passed Test: ❑ Yes . No DCVA Line Pressure: No. 1 Check: 3.0 No. 2 Check: 2.6 Passed Test: psid psid 75 Line Pressure: N/A ig Closed tight No. 1 Check: II Closed tight ❑ Leaked psid . Leaked ✓ Closed tight No. 2 Check: IIII Closed tight psid ❑ Leaked • Leaked 0 Yes ❑ No Passed Test: ❑ Yes • No PVB Line Pressure: Air inlet: Check Valve: Passed Test - Opened ❑ Failed to Open psid psid Line Pressure: N/A Air inlet: Opened psid El Failed to Open Check Valve: psid • Leaked II Leaked Passed Test ❑ Yes ❑ No I. Yes II No AG Minimum Separation: PLEASE RECORD REPAIR OR CLEANING INFORMATION IN SECTION BELOW Yes No IS THIS A PROPER INSTALLATION: Water Service found: Q Yes Q On ❑ No ❑Off Water Service Left: REMARKS: Test Equipment: Make: Mid West Model: 845 Serial #: 10151724 Assembly Tested: Q Satisfactorily 0 Failed 1 CERTIFY THE ABOVE REPORT TO BE TRUE: Certified Tester's Typed or Printed Name Josh Fitzpatrick Initial Test By: Repair By: Repair Test By: ;ORRECTION LTR# Phone No. 2533022350 Cert No: B3479 Cert No: El On ❑Off -R et; " ` Accuracy VerifgaHet;fiet 09Wrti 1/18 CITY OF TUKWILA OCT 0 2 2018 ?ERMv1�T9/26 EN018TER a e C2 Date: Date: BACKFLOW PREVENTION ASSEMBLY TEST REPORT Report Type: 6rFireSolufionsNW ❑ New Think sale ❑✓ Existing ❑ Replacement NAME: Machine Toolworks SERVICE ADDRESS: Street: 14600 Interurban Ave. S, City: Tukwila, WA, Zip: 98168 LOCATION: In vault by FDC CROSS CONNECTION CONTROL FOR: Fire bypass MANUFACTURER: Wilkins MODEL: 950x1 SIZE: 3/4" TYPE ASSEMBLY: DCDA SERIAL NO: 3092593 IS THIS A PROPER INSTALLATION: Water Service found: REMARKS: Test Equipment: Assembly Tested: Q Yes O On Make: Mid West Model: 845 0 Satisfactorily 1 CERTIFY THE ABOVE REPORT TO BE TRUE: Certified Tester's Typed or Printed Name Josh Fitzpatrick Initial Test By: C� Repair By: Repair Test By: ❑ No ❑ Off 0 Failed Water Service Left: Serial #: 10151724 Phone No. 2533022350 Q On ❑ Off q� Dat t.atuE Crit i aC.J n- / i10�11/18 OCT 0 2 2018 PERMIT CENTER Cert No: B3479 Date: 09/26/2018 Date: Cert No: Date: _T INITIAL TEST RESULTS TEST AFTER REPAIR OR CLEANING RPBA Line Pressure: Pressure Drop Across: No. 1 Check Valve(A) Relief Valve Opened(A) Buffer (C) = (A -B) No. 1 Check: No. 1 Check: Minimum AG Separation: Passes Test: ❑ Closed tight ❑ Leaked ❑ Closed tight ❑ Leaked psid psid psid Line Pressure: Pressure Drop Across: No. 1 Check Valve(A) psid Relief Valve Opened(A) psid Buffer (C) = (A -B) psid No. 1 Check: ❑ Closed tight ❑ Leaked No. 1 Check: ❑ Closed tight ❑ Leaked • Yes ❑ No Minimum AG Separation ❑ Yes • No Passed Test: ❑ Yes ❑ No • Yes ❑ No DCVA Line Pressure: No. 1 Check: 1.3 No. 2 Check: 1.9 Passed Test: psid psid 75 Line Pressure: N/A igi Closed tight No. 1 Check: • Closed tight ❑ Leaked psid ❑ Leaked No. 2 Check: ❑ Closed tight IN Closed tight • Leaked psid • Leaked NI Yes ❑ No Passed Test: • Yes • No PVB Line Pressure: Air inlet: Check Valve: Passed Test Opened psid psid Line Pressure: N/A Air inlet: Opened psid ❑ Failed to Open Check Valve: psid ❑ Leaked II Failed to Open MI Leaked • Yes ❑ No Passed Test ❑ Yes 1 No AG Minimum Separation: PLEASE RECORD REPAIR OR CLEANING INFORMATION IN SECTION BELOW ❑ Yes No IS THIS A PROPER INSTALLATION: Water Service found: REMARKS: Test Equipment: Assembly Tested: Q Yes O On Make: Mid West Model: 845 0 Satisfactorily 1 CERTIFY THE ABOVE REPORT TO BE TRUE: Certified Tester's Typed or Printed Name Josh Fitzpatrick Initial Test By: C� Repair By: Repair Test By: ❑ No ❑ Off 0 Failed Water Service Left: Serial #: 10151724 Phone No. 2533022350 Q On ❑ Off q� Dat t.atuE Crit i aC.J n- / i10�11/18 OCT 0 2 2018 PERMIT CENTER Cert No: B3479 Date: 09/26/2018 Date: Cert No: Date: _T BACKFLOW PREVENTION ASSEMBLY TEST REPORT 6rFireSodufionsNW Think sole Report Type: ❑ New ❑/ Existing ❑ Replacement NAME: Machine Toolworks SERVICE ADDRESS: Street: 14600 Interurban Ave. S, City: Tukwila, WA, Zip: 98168 LOCATION: By vault & FDC CROSS CONNECTION CONTROL FOR: Irrigation MANUFACTURER: Wilkins MODEL: 950x1t SIZE: 1" TYPE ASSEMBLY: DCVA SERIAL NO: 1885957 IS THIS A PROPER INSTALLATION: Water Service found: ❑✓ Yes ❑✓ On ❑ No ❑ Off Water Service Left: REMARKS: Test Equipment: Make: Mid West Model: 845 Serial #: 10151724 Assembly Tested: Q Satisfactorily ❑ Failed I CERTIFY THE ABOVE REPORT TO BE TRUE: Certified Tester's Typed or Printed Name Josh Fitzpatrick Initial Test By: Repair By: Repair Test By: Phone No, 2533022350 Cert No: 83479 RECEIVED On El Off AecarZacy (091 1/18 OCT 0 2018 Date: 09/26/2018 Date: Ceti No: Date: INITIAL TEST RESULTS TEST AFTER REPAIR OR CLEANING RPBA Line Pressure: Pressure Drop Across: No. 1 Check Valve(A) Relief Valve Opened(A) Buffer (C) = (A -B) No. 1 Check: No. 1 Check: Minimum AG Separation: Passes Test: ❑ Closed tight ❑ Leaked ❑ Closed tight psid psid psid Line Pressure: Pressure Drop Across: No. 1 Check Valve(A) psid Relief Valve Opened(A) psid Buffer (C) = (A -B) psid No. 1 Check: ❑ Closed tight ❑ Leaked No. 1 Check: ❑ Closed tight • Leaked • Leaked ❑ Yes ❑ No ❑ Yes ❑ No Minimum AG Separation • Yes • No Passed Test: ❑ Yes • No DCVA Line Pressure: No. 1 Check: 1.7 No. 2 Check: 1.9 Passed Test: psid psid 75 Line Pressure: N/A No. 1 Check: ❑ Closed tight IN Closed tight • Leaked psid • Leaked ,/ Closed tight No. 2 Check: • Closed tight ❑ Leaked psid • Leaked ,/ Yes ❑ No Passed Test: ❑ Yes • No PVB Line Pressure: Air inlet: Check Valve: Passed Test Opened psid psid Line Pressure: N/A Air inlet: Opened psid ❑ Failed to Open Check Valve: psid • Failed to Open • Leaked • Leaked • Yes ❑ No Passed Test ❑ Yes • No AG Minimum Separation: PLEASE RECORD REPAIR OR CLEANING INFORMATION IN SECTION BELOW ❑ Yes No IS THIS A PROPER INSTALLATION: Water Service found: ❑✓ Yes ❑✓ On ❑ No ❑ Off Water Service Left: REMARKS: Test Equipment: Make: Mid West Model: 845 Serial #: 10151724 Assembly Tested: Q Satisfactorily ❑ Failed I CERTIFY THE ABOVE REPORT TO BE TRUE: Certified Tester's Typed or Printed Name Josh Fitzpatrick Initial Test By: Repair By: Repair Test By: Phone No, 2533022350 Cert No: 83479 RECEIVED On El Off AecarZacy (091 1/18 OCT 0 2018 Date: 09/26/2018 Date: Ceti No: Date: City of Tukwila Allan Ekberg, Mayor Public Works Department - Bob Giberson, Director September 11, 2018 GRA Investments LLC 4701 Forest Ave SE Mercer Island, WA 98040 RE: Jaymarc Investments Tenant Improvement 14600 Interurban Ave S Permit Number: D18-0287 �ILG To Whom It May Concern: In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. Since the alteration to the existing plumbing system took place (see above fire line modifications), the entire plumbing system must be brought up to the current standards as set forth in the Uniform Plumbing Code including installation of an approved backflow prevention on the domestic, fire prevention and irrigation water supply lines to the building. The program requires elimination or control of any cross -connection between the distribution system and a consumer's water system by the installation of an approved backflow device. The City has determined that the building at the above address has deficiencies on the domestic water and fire prevention lines. a) Domestic Water A reduced Pressure Principle Assembly (RPPA) shall be installed immediately downstream of the existing 1" permanent water meter. Installation at another location requires the Public Works Director approval. The RPPA shall be installed in a HotBox/Rock or equal freeze protection enclosure. On your site plan, show the property lines, location of the domestic water meter and proposed RPPA location. Call out size/manufacturer/model number of the proposed RPPA and submit a backflow cut sheet. b) Fire Prevention Service There is a Detector Double Check Valve Assembly (DDCVA) on the 6" fire connection, however it is overdue on mandatory annual testing. The test was due in April 2017, however as of today the City has not received a test report. If you need assistance locating the above backflow deficiencies in the field, please contact Mr. Todd Reedy, Water Quality Specialist, Tukwila Water Department at (206) 571-6309. The property owner shall apply for the Public Works Type C construction permit for installation of the required Detector Double Check Valve Assembly ASAP. For a Type C permit, Public Works collects a base application and plan review fee ($250.00 plus 2.5% of construction cost for backflow installation ). 6300 Building • 6300 Southcenter Boulevard Suite 100 • Tukwila, WA 98188 • 206-433-0179 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Joanna Spencer From: Todd Reedy Sent: Tuesday, September 11, 2018 3:30 PM To: Joanna Spencer Subject: RE: Jaymarc Investments Inc @ 14600 Interurban Ave S 018-0287 Good Afternoon Joanna, Regarding 14600 Interurban Ave S.: - No RPPA installed on 1" domestic service for premise isolation. -There is a DCDA installed on the 6" fireline connection, however it is overdue on testing. It was due for testing April 2017 and we have not received a test report. - The DCVA on the irrigation connection is current on testing. Please let me know if you need any additional information, Todd Reedy Water Quality Specialist Tukwila Water Department (206)431-2169 (206)571-6309 cell From: Joanna Spencer Sent: Monday, September 10, 2018 5:16 PM To: Todd Reedy <Todd.Reedy@TukwilaWA.gov> Subject: Jaymarc Investments Inc @ 14600 Interurban Ave S 018-0287 Hello Todd, Are their backflows current? JOANNA ,SPENCER Development Engineer Tukwila Public Works 6300 Southcenter Blvd, Suite 100, Tukwila, WA 98188-2544 Phone: 206 431-2440 Fax: 206 431-3665 1 FILE Joanna Spencer From: Jack Calderon <Jack@jaymarc-ay.com> Sent: Tuesday, October 2, 2018 4:16 PM To: Joanna Spencer Cc: RANDEREGG; Gary; Chris White; Joi Brunette Subject: Permit # D18-0287 Attachments: Machine Toolworks 9.28.18.PDF Joanna: In reference to our phone call this afternoon. Our permit # D18-0287 is currently in delay due to the two issues identified by the PW department. The two items identified by PW are: 1) Installation of a RPPA. The building owner is in contact with an appropriate contractor to get this work done, but they will need time to get the permit approved to do this work. 2) Fire Prevention Service, DDCVA test. This test has been completed and the results attached. We have no other items holding up our permit, and anything you can do to release our permit now, would be greatly appreciated. Thank you for your assistance, Jack Calderon JYIPR AV (�fY li 4b zl b•,il ipt+. ". ott. 14600 INTERURBAN AVE S. I TUKWILA, WA 98168 P: 206.682.6111 x 102 I C: 206-919-6960 iack@laymarc-ay.com CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. 1 Y C..✓ CITY OF TUKWILA, OCT 0 2 2018 PERMIT CENTER CORRECTION 1 Dolc/ Ws1 October 02, 2018 City of Tukwila Department of Community Development JACK CALDERON 14600 INTERURBAN AVE S TUKWILA, WA 98168 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0287 JAYMARC INVESTMENTS INC - 14600 INTERURBAN AVE S Dear JACK CALDERON, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • Per WA State Dept. of Health guidelines for Group A Public Water System, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. The city has determined that the building has deficiencies on the domestic and fire prevention lines. a) Domestic Water A Reduced Pressure principle Assembly (RPPA) shall be installed immediately downstream of the existing 1" permanent water meter. The RPPA shall be installed in a Hotbox/Rock or equal freeze protection enclosure anchored into a minimum 4" thick concrete pad. b) Fire Prevention Service There is a Detector Double Check Valve Assembly (DDCVA) on the 6" fire connection that is overdue on the mandatory annual testing. The test was due in April 2017, however as of today the City has not received a test report. Please have this backflow tested ASAP and submit test report to Public Works. The Public Works Director will withhold issuance of this Tenant Improvement permit until the backflow issues are resolved (or) the Permit Center receives plans for RPPA installation and test report for the existing fire service DDCVA. Applicant can post a bond in the amount equal to 150% of design, installation and testing cost of required backflow together with a letter from the Owner of the Building, stating the installation will be completed within 90 days.Note: If you need assistance in locating the backflow in the field (and/or) have questions regarding backflow testing, please contact Todd Reedy, Water Quality Specialist, Tukwila Water Dept.- Minkler Shops, directly at (206) 571-6309. Todd.Reedy@TukwilaWa.govI have enclosed Public Works Development Bulletin C5 (design and installation requirements for cross connection control) and Bulletin A2 (permit fee estimate sheet).A separate letter addressing these issues was mailed to GRA Investments, property owner on September 13, 2018. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Rache le Ripley Permit Technician File No. D18-0287 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 CPERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0287 PROJECT NAME: JAYMARK INVESTMENTS INC SITE ADDRESS: 14600 INTERURBAN AVE S Original Plan Submittal DATE: 10/03/18 Revision # before Permit Issued _X Response to Correction Letter # 1 _ Revision # after Permit Issued DEPARTMENTS: Building Division ❑ .).5 ti -i4-10 Public Works Fire Prevention Structural Planning Division n ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 10/04/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: ❑ Approved with Conditions Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) 11/01/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP° PERMIT NUMBER: D18-0287 DATE: 09/07/18 PROJECT NAME: JAYMARC INVESTMENTS INC SITE ADDRESS: 14600 INTERURBAN AVE S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division III C °1 �\ I� Public Works - 01401\1(11 Fire Prevention Structural 41-4)-16 Planning Division 111111 nPermit Coordinator g PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 09/11/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n DUE DATE: 10/09/18 Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 5�-`(,��{ ✓ S REVIEWER'S INITIALS: DATE: Permit Center Use Only �( CORRECTION LETTER MAILED: 10 \17 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW Staff Initials: 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Contntunity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals Hurst be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 101°2' 18 Plan Check/Permit Number: D 1B - 02 97 ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Project Address: JYM Pk Ln Ves- f.e[145 Mc 14 G DDs n-%-e,KA Ir19X76- ' Contact Person:J -C.k Cat—de/AM Phone Number:2& ' 6g2 -767ilic 102 Summary of Revision: 16 Y}114-14bj JJ €PPR —L be ( tutder s� RECEIV -t CITY OF TUKWIL , OCT a"26118 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision includin Received at the City of Tukwila Permit Center by: (f Entered in TRAKiT on ICI ate of evi W:\Pernut Center \Templates\Forms\Revision Submittal Formdoc Revised. August 2015 JAYMARC AV Washington State Department of (144 Labor & industries c Home Espanol Contact Safety & Health Claims & Insurance Page 1 of 2 Search L&I A -Z Index help My L&1 Workplace Rights Trades & Licensing JAYMARC AV Owner or tradesperson Principals CALDERON, JACK ALBERT, PRESIDENT Doing business as JAYMARC AV WA UBI No. 601 519 126 Parent company JAYMARC INVESTMENTS INC 14600 INTERURBAN AVE S TUKWILA, WA 98168 206-682-6111 KING County Business type Corporation Governing persons MARK BELLESILES JACK A CALDERON; 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. JAYMAA*8240M Effective — expiration 09/14/2018— 09/14/2020 Bond Lexon Ins Co Bond account no. 9822360 $12,000.00 Received by L&I Effective date 09/14/2018 09/10/2018 Expiration date Until Canceled Insurance Ohio Security Ins Co $1,000,000.00 Policy no. BKS55379775 Received by L&I Effective date 09/14/2018 12/14/2017 Expiration date 12/14/2018 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts Oat 1)us—octq 08-m No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601519126&LIC=JAYMAA*8240M&SAW= 10/12/2018 JAYMARC AV License Violations c No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 813.556-02 Account is current. Doing business as JAYMARC AV Estimated workers reported Quarter 2 of Year 2018 "11 to 20 Workers" L&I account contact T5 / MELISSA VEST (360)902-5613 - Email: VESM235@lni.wa.gov Track this contractor 0 Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 09/28/2015 Inspection no. 317937662 Location 339 W Bertona St Seattle, WA 98119-1822 Violations Page 2 of 2 0 Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601519126&LIC=JAYMAA* 824OM&SAW= 10/12/2018 GENERAL NOTES VICINITY MAP A. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL GOVERNING BUILDING CODES AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK THAT HAS BEEN PERFORMED WHICH DOES NOT MEET THESE CODES AND REGULATIONS, THE CONTRACTOR IS RESPONSIBLE FOR REPORTING IMMEDIATELY TO THE ARCHITECT AND TENANT ANY DISCREPANCIES OR DETAILS WHICH DO NOT MEET BUILDING CODES AND CONSTRUCTION STANDARDS, B. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS, OR BETWEEN THE PLANS AND SPECIFICATIONS, THE ARCHITECT AND TENANT SHALL BE NOTIFIED IMMEDIATELY. C. THE CONTRACTOR SHALL Be RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES POSSIBLY AFFECTED BY THE WORK AS SHOWN ON THESE PLANS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE SERVICES AT 1-800-424-5555, AND POTHOLING THE EXISTING UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION(S), GC TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH THE CITY ENGINEERING DEPARTMENT AND RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION, D. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. E. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED, F, EXISTING CONDITIONS DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES AND AT NO ADDITIONAL COST TO THE OWNER, ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND TENANT PRIOR TO INSTALLATION, G. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS, FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION, WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED, 3744 Bravo Environmental co \ Pop!Gourmet \.\\\ \,\ \ Academy Schools 9 \\ \ \ d \ \N`, \l \�\ PROJECT LOCATION \ `` Hillcst Apartments n rts \\\ Moo LICIous Q 9 , 5149thSt .„ N ::'.` 76 0\ \ \. 1 \ \ \ eh Sunrise Garden,; Suites • Tukwila __.5749th Google NOT TO SCALE EXISTING COMMERCIAL BUILDING design I build ntegrate TENANT IMPROVEMENT 14600 INTERURBAN AVENUE SOUTH TUKWOLA, WA 98168-4651 3629 REFERENCE EXISTING SITE PLAN SHEET INDEX SITE & BLDG DATA DESIGN CODES ON JULY 1, 2016, THE FOLLOWING CODES WITH THE 2015 WASHINGTON STATE AMENDMENTS BECAME EFFECTIVE: • 2015 INTERNATIONAL BUILDING CODE (IBC) • 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) • 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) • 2015 INTERNATIONAL MECHANICAL CODE (IMC) • 2015 INTERNATIONAL FUEL GAS CODE (IFGC) • 2015 INTERNATIONAL FIRE CODE (IFC) • 2015 WASHINGTON STATE ENERGY CODE COMMERCIAL (WSEC) • 2015 WASHINGTON STATE ENERGY CODE RESIDENTIAL (WSEC) • 2015 WASHINGTON STATE ENERGY CODE APPENDIX (WSEC) • 2015 UNIFORM PLUMBING CODE (UPC) • 2015 NATIONAL FUEL GAS CODE (NFPA 54) • 2014 LIQUEFIED PETROLEUM GAS CODE (NEPA 58) • 2014 WASHINGTON CITIES ELECTRICAL CODE • 2014 NATIONAL ELECTRICAL CODE (NEPA 70) • 2015 WASHINGTON STATE-WIDE AMENDMENTS • CITY OF TUKWILA MUNICIPAL CODE, FIRE DEPARTMENT STANDARDS AND PUBLIC WORKS STANDARD DETAILS REFER TO EXISTING CONDITIONS NOTE, THIS SHEET. APPROX. SITE AREA; 25,000 S.F. (0,57 ACRES) ALL EXTERIOR AND SITE INFORMATION IS FOR REFERENCE, ONLY, ALL SITE CONDITIONS ARE EXISTING TO REMAIN. EXISTING OFFICE BUILDING ±9,625 S.F. , 25.4b t 3,0 t ARCHITECTURAL: A0,1 COVER SHEET AND REFERENCE AERIAL SITE PLAN D1,1 EXISTING CONDITIONS / DEMOLITION FLOOR PLAN A,11 PROPOSED FLOOR PLAN A2,1 ROOM FINISH & DOOR SCHEDULES & SECTION DETAILS A2.2 MISC, DETAILS SEPARATE PERMITS: MODIFICATIONS TO THE FOLLOWING EXISTING SYSTEMS ARE TO BE APPLIED FOR AND PERMITTED SEPARATELY, AS REQUIRED: MECHANICAL, PLUMBING, ELECTRICAL & FIRE PROTECTION. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division NOTE: Revsicns Will require a new plan submittal 1 and may include additional plan review fees. FILE COPY Permit No, l 0c7 Plan review 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 F(etd-espy end' • ns is acknowled City of Tukwila BUILDING DIVISION LEGEND OF SYMBOLS ABBREVIATIONS PROJECT TEAM -REVISION NO, (TITLE BLOCK SHOWS REV. DATE) INDICATES REVISED AREA D A C DETAIL NO, SHEETTHIAT DETAIL IS SHOWN BLDG, SECTION NO. SHEET THAT SECTION IS SHOWN WALL SECTION NO. SHEET THAT SECTION IS SHOWN INTERIOR ELEV, NO, — WALL ORIENTATION SHEET THAT INTERIOR ELEV, IS SHOWN NORTH ARROW SHEET KEY NOTE DOOR SCHEDULE KEY (CORRESP, TO ROOM NO, WHERE DOOR OCCURS) DOOR SUFFIX O WINDOW SCHEDULE KEY ELECTRICAL R ROOM��OOM NAME 1024 -1 ----ROOM NO, 3350 9.F< ---ROOM AREA PL -x FINISH SCHEDULE KEY EQUIP, SCHEDULE KEY 12F� CASEWORK DTL, NO, Al 0. 1e SHEET NO, WALL TYPE NO. SC INSULATION KEY - DATUM POINT +8'-0" A.F.F*-- CEILING HEIGHT ACT CELING FINISH CEILING TYPE GRID DESIGNATION ROOF SLOPE AND DIRECTION KEY BREAK LINE SYMBOL MATCH LINE MARKER ACT A.F,F. ALUM. ANOD. BSMT, BYND. BOT, C.I.P. CHNL C,J. CLG. CLR, CMU COL, COMPR CONC. CONT, CPT CT DBL DEMO DIA, DIM, DN DR DWG EA. EIFS EL, ELEC. ELEV. EPDM EQ. POUND OR NUMBER AND AT ACOUSTIC CEILING TILE ABOVE FINISHED FLOOR ALUMINUM ANODIZED BASEMENT BEYOND BOTTOM CAST IN PLACE CHANNEL CONTROL JOINT CEILING CLEAR CONCRETE MASONRY UNIT COLUMN COMPRESSIBLE CONCRETE CONTINUOUS CARPET CERAMIC TILE DOUBLE DEMOLISH DIAMETER DIMENSION DOWN DOOR DRAWING EACH EXTERIOR INSULATION & FINISH SYSTEM ELEVATION ELECTRICAL ELEVATOR/ELEVATION ETHYLENE PROPYLENE DIENE M -CLASS (ROOFING) EQUAL EXIST, EXP. JT EXT, FD FEC FIXT. FLR. F,O, FRP END. GA. GALV, GWB H.C. HT. HR. HVAC INSUL, INT. LO. MAX, MEL M.O. MECH. MEMBR. MIN, MRGWB MTL, NO NOM O.C, O.H. EXISTING EXPANSION JOINT EXTERIOR FLOOR DRAIN FIRE EXTINGUISHER CABINET FIXTURE FLOOR FACE OF FIBERGLASS REINFORCED PLASTIC FOUNDATION GAUGE GALVANIZED GYPSUM WALL BOARD HOLLOW CORE HEIGHT HOLLOW METAL HOUR HEATING, VENTILATING, AND AIR CONDITIONING INSULATED INTERIOR LOW MAXIMUM MELAMINE MASONRY OPENING MECHANICAL MEMBRANE MINIMUM MOISTURE -RESISTANT GYPSUM WALL BOARD METAL NOT IN CONTRACT NUMBER NOMINAL ON CENTER OPPOSITE HAND 0/ P,C,C, P -LAM PLUMB. PLYWD, P.T. PNT PVC RBR RCP R.D. REQ'D RM SIM. SPEC. SPRK SSTL S,T.C, STL. STRUCT, T&G TELE. T.O. T.O.C. T.O.P. T,O,S, TP T/D TYP. U.O.N, U/S V.I, F, VP, W/ W/0 WD OVER PRE -CAST CONCRETE PLASTIC LAMINATE PLUMBING PLYWOOD PRESSURE TREATED PAINT/PAINTED POLYVINYL CHLORIDE RUBBER REFLECTED CEILING PLAN ROOF DRAIN REQUIRED ROOM SIMILAR SPECIFIED OR SPECIFICATION SPRINKLER STAINLESS STEEL SOUND TRANSMISSION COEFFICIENT STEEL STRUCTURAL TONGUE AND GROOVE TELEPHONE TOP OF TOP OF CONCRETE TOP OF PLATE TOP OF STEEL TOILET PAPER DISPENSER TELEPHONE/DATA TYPICAL UNLESS OTHERWISE NOTED UNDERSIDE VERIFY IN FILD VISION PANEL WITH WITHOUT WOOD TENANT/CLIENT: JACK CALDERON JAYMARC AV 2732 1ST AVENUE SOUTH SEATTLE, WA 98134 TEL; (206) 682-6111 x102 CELL; (206) 919-6960 jack@jaymarc-ay.com SE7PARATE PERMIT REQUIRED FOR: E Machanicaf al/Electrical l r5lumbing �'Cas Piping Ciiy of Tukwila ��. I -I il\IG DIVISION ARCHITECT: DANIEL B. TAYLOR, ARCHITECT, PLLC 1639 HARBOR AVENUE SW SEATTLE WA 98126 CONTACT: DAN TAYLOR TEL: (206) 465-2491 don@nicholsondev.com REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 2018,�a City of Tukwila BUILDING DIVISION LEGAL DESCRIPTION: HILLMANS SEATTLE GARDEN TRACTS SITE AND BUILDING DATA: PARCEL NUMBER: JURISDICTION: SECTION -TOWNSHIP -RANGE: PROPERTY NAME: YEAR BUILT, STORIES, BLDGS ON PARCEL: ZONING: OCCUPANCY GROUPS; 336590-1650 CITY OF TUKWILA NE -23-23-04 MACHINE TOOLWORKS SEATTLE TECH CENTER 1987, 2 STORY, 1 BLDG C - COMMERCIAL B BUSINESS S-1 MODERATE HAZARD STORAGE EXISTING/PRIOR USE: OFFICES (B) AND WAREHOUSE (S-1) CONSTRUCTION TYPE/CLASS; GROSS PARCEL AREA: GROSS (E) BUILDING FLOOR AREA: GROSS TENANT IMPROVEMENT FLOOR (SCOPE OF WORK) AREA: B OCCUPANCY AREA: 5-1 OCCUPANCY AREA; V -B, SPRINKLERED :25,000 S.F. (0.57 ACRES) /9,625 S.F. /1,896 S.F. /5,675 SJ ./100 57 OCC, /3,950 9. ./300 = 14 OCC, 71 OCC. EXISTING PARKING PROVIDED: VEHICLE STALLS (8.5" x 18', 25' AISLE): COMPACT VEHICLE STALLS (8' x 16', 25' AISLE): HANDICAP STALL (12.5' x 19'): TOTAL VEHICLE STALLS: 13 STALLS 5 STALLS 1 STALLS 19 STALLS EXISTING CONDITIONS NOTE: THE SITE PLAN AND FLOOR PLANS IN THIS SET ARE BASED ON ORIGINAL BUILDING CONSTRUCTION DRAWINGS BY DAVID KEHLE ARCHITECT, DATED 7/15/86, AND RECORDING INFORMATION AVAILABLE THROUGH KING COUNTY PUBLIC RECORDS. RECEIVED SEP 11 2018 TUKWILA PUBLIC WORKS SCOPE OF WORK THE SCOPE OF WORK INCLUDES: • CONSTRUCTION AND INSTALLATION OF NEW PARTITIONS, INTERIOR DOORS, WINDOWS, DATA/COMM/ELECT & FINISHES, ALONG WITH ADJUSTING THE LOCATIONS OF EXISTING MECHANICAL REGISTERS, LIGHTING FIXTURES AND FIRE PROTECTION ITEMS AS REQUIRED TO ACCOMMODATE THE NEW TENANT. ITEMS INDICATED ON FLOOR PLAN ARE EXISTING TO REMAIN UNLESS OTHERWISE NOTED. RECEIVED CITY OF TUKWILA SEP 07 2018 PERMIT CENTER b 901"02,97 DANIEL B. TAYLOR STATE OF WASHINGT ARCHITECT: DANIEL B. TAYLOR ARCHITECT, PLLC CONTACT: DANIEL B. TAYLOR 1639 HARBOR AVE. SW, #304 SEATTLE, WA 98126 PHONE: (206) 465-2491 EMAIL: dan(anicholsondev.com Z z w z —J cO 0 LL 0 H H O w w � m d co z¢ tc 03 CO IY 0 • Q W z`� 0 0CD X 0 T- REVISIONS NO. DATE BY ISSUE DATES DESIGN APPROVAL: 09/01/18 PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 24"x36" SCALE: AS NOTED PLOT DATE: 09/07/18 CAD FILE: 18-22A01 JOB NUMBER: 18-22 CHECKED: DBT/TKG DRAWN: TKG STATUS: PERMIT SET COVER SHEET A0.1 \ \ 0 N 41 0 +, 0 0 +1 +1 • *A.. *row 4orozatourelit: Niziko *To:" art.ir Amts.: l'ezikovricikzilwazezi. NEN tord k astmezdeoi. •Tozi deozeu.vaiwi.....1w.wzrauvoi. 'taw az.ZIPd- LL`. ---_.: Ica ,moi-�►`!��:-•►!��',. 111111111111111111 EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2--1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on-site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. CONFERENCE ROOM \ EXIST 0 WAREHOUSE SERVER RM EXIST EXIST ±3,800 S.F. \ BREAK ROOM EXIST \ \ 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharge. RECEPTION & SHARED OFFICE *988 S.F. SCOPE OF WORK AREA SHOWN SHADED 1 co +1 .R. EXIST EXIST EXIST ENTRY FOYER EXIST' P \ 111111111 .... !,��e�1 / *-28'-11" ±4'-6n *-19'-6" O / *-24'-0" 121'-0" X20' -O" ±16'-10" ±1341-9" 0 0 EXISTING CONDITIONS FIRST FLOOR PLAN SCALE: 1/8" = 1'-0" EXIST OPEN TO BELOW 1908 S.F. SCOPE OF WORK AREA SHOWN SHADED C SERVICE & APP SHARED OFFICE EXIST REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 2018 OPEN TO BELOW / \ MEZZANINE STORAGE EXIST EXIST SHARED OFFICE City of Tukwila BUILDING DIVISION EXIST EXIST ( I _I-1 1 I LI_ ±28'-11" ±4'-6" t19'-6" *-24'-0" t21'-0" *-20'-0" ±16'-10" X134'-9" O O 0 O EXISTING CONDITIONS MEZZANINE FLOOR PLAN SCALE: 1/8" = 1'-0" DEMOLITION ITEMS SHOWN SHORT -DASHED. EXISTING MEZZANINE FLOOR AREA: ±3,025 S.F. 0 4' 8' 15' 24' 32' / O 02J? DEMOLITION ITEMS SHOWN SHORT -DASHED. EXISTING FIRST FLOOR AREA: ±6,600 S.F. / O RECEIVED CITY OF TUKWILA SEP 0 7 2018 PERMIT CENTER EXISTING / DEMO LEGEND DEMOLITION NOTES EXISTING CONDITIONS LEGEND: NOTE: ALL ITEMS ARE EXISTING TO REMAIN UNLESS OTHERWISE NOTED. SEE SHEET A1.1. GC TO VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. IF DISCREPANCIES ARE DISCOVERED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE TENANT AND ARCHITECT IMMEDIATELY. EXISTING CONSTRUCTION TO REMAIN. PREPARE (E) SURFACES FOR NEW FINISHES. EXISTING DOOR TO REMAIN EXISTING WINDOW / STOREFRONT TO REMAIN EXISTING INTERIOR WALLS, DOORS, RELITES, CABINETS AND SHELVING TO BE REMOVED (SHOWN DASHED), INCLUDING ITEMS ATTACHED TO WALLS. FIXTURE CALCS RESTROOMS ARE EXISTING TO REMAIN. WC FIXTURES REQUIRED (TOTAL): WC FIXTURES PROVIDED (TOTAL): (INCLUDING URINALS) LAV FIXTURES REQUIRED (TOTAL): LAV FIXTURES PROVIDED (TOTAL): ADA DRINKING FOUNTAIN REQUIRED: ADA DRINKING FOUNTAIN PROVIDED: 2 3 2 3 1* 1* * ONE ACCESSIBLE DRINKING FOUNTAIN IS PROVIDED IN THE BREAK ROOM. BASED ON 2015 IBC CHAPTER 29 AND WA STATE AMENDMENTS, TABLE 2902,1 MINIMUM PLUMBING FIXTURES: 71 OCCUPANTS (SEE COVER SHEET FOR BREAKDOWN): • WATERCLOSET REQUIRED FOR EACH GENDER PER 40 OCCUPANTS. • LAVATORY REQUIRED FOR EACH GENDER PER 75 OCCUPANTS. A. GC TO OBTAIN DEMOLITION PERMITS IF REQUIRED BY CONSTRUCTION SCHEDULE AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE, B. GC SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION, AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREAS SHALL BE LEFT IN "BROOM CLEAN" CONDITION, ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED, ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH TENANT REQUIREMENTS AND C, AS DIRECTED BY THE TENANT, ANY DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES, AND SPECIAL EQUIPMENT SHOWN TO BE RELOCATED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN. D. IN PARTITIONS TO BE REMOVED, GC TO REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANY AND TENANT, E. GC TO REMOVE ALL EXISTING MATERIALS, WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES. COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 101-0". THE GC SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. F. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DWGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONSTRUCTION G. ALL CONSTRUCTION, DEMOLITION AND LAND CLEARING WASTE MUST BE RECYCLED AT THE COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL LEVELS OF INSULATION BUILDING INSULATION IS EXISTING TO REMAIN, U.O.N. NO BUILDING ENVELOPE WORK IS BEING PROPOSED. ANY NEW OR REPLACED WORK TO COMPLY WITH 'THE WA STATE ENERGY CODE MINIMUM REQUIREMENTS FOR PRESCRIPTIVE OPTION, ARCHITECT: DANIEL B. TAYLOR ARCHITECT, PLLC CONTACT: DANIEL B. TAYLOR 1639 HARBOR AVE. SW, #304 SEATTLE, WA 98126 PHONE: (206) 465-2491 EMAIL: dananicholsondev.com 0 ce o ‹ z z < 1-1-1 — J co 0 NTERURBAN AVENUE SOUTH ILA, WA 98168-4651 KING COUNTY APN: 336590-1650 REVISIONS NO. DATE BY ISSUE DATES DESIGN APPROVAL: 09/01/18 PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 24"x36" SCALE: AS NOTED PLOT DATE: 09/07/18 CAD FILE: 18-22A11 JOB NUMBER: 18-22 CHECKED: DBT/TKG DRAWN: TKG STATUS: PERMIT SET EXISTING CONDITIONS FIRST & MEZZANINE FLOOR PLANS CEILING NOTES A. GC TO VERIFY THE MECHANICAL AND LIGHTING LAYOUT MEETS WITH APPLICABLE CODE REQUIREMENTS AND CONTACT ARCHITECT AND TENANT OF ANY DISCREPANCIES OR MODIFICATIONS, B. LESS THAN 50% OF THE EXISTING LIGHTING FIXTURES ARE NEW OR RELOCATED, THE PROPOSED WATTAGE WILL NOT INCREASE AS THE NEW AND RELOCATED FIXTURES WILL HAVE OR BE RETROFITTED WITH LED BULBS, C, THERE ARE NO MODIFICATIONS BEING PROPOSED TO THE EXTERIOR LIGHTING, D. GC TO VERIFY WORKING ORDER OF ALL EXISTING LIGHTING CONDITIONS AND REPLACE WITH MORE ENERGY EFFICIENT FIXTURES, IF NEEDED, ANY NEW LIGHTING TO CONFORM TO 2015 WASHINGTON STATE NREC PRESCRIPTIVE LTG -INT TABLE 15-1 (INTERIOR LIGHTING) UNIT LIGHTING POWER ALLOWANCE (LPA) BREAKDOWN. E, NEW LIGHTING DESIGN INCLUDING DAYLIGHTING ZONE CONTROL, REDUCTION AND SHUT-OFF CONTROLS AND SENSORS ARE TO BE IN CONFORMANCE WITH THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE AND WA STATE ENERGY CODE. F. GC TO VERIFY 24 HR LIGHTS ARE PROVIDED PER CODE (NO SWITCH) TO 1 FIXTURE, G. GC TO VERIFY OR FURNISH AND INSTALL ENERGY EFFICIENT MOTION SENSOR LIGHT SWITCHES IN PATIENT ROOMS AND OFFICES) PER TENANT REQUEST, H, COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE EXISTING FINISHED CEILING HEIGHTS, I, PERIMETER CEILING ANGLE, WHERE OCCURS) SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. EXISTING SUSPENDED ACOUSTIC CEILING AND GRID TO REMAIN. REFER TO FINISH SCHEDULE AND DETAIL FOR SEISMIC BRACING AT MODIFIED LOCATIONS, ': 11, • J. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. K. LIGHT FIXTURES, AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE 2'X2' OR 2'X4' SECTION OF INDIVIDUAL CEILING TILES U,O,N, L. VERIFY CEILING ACCESS IS PROVIDED AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.O.N. M. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS (PERMITTED SEPARATELY). GENERAL NOTES FOR FIRE SPRINKLER DESIGN - BUILD CONTRACTOR (UNDER SEPARATE PERMIT) SPRINKLER SYSTEM IS EXISTING TO REMAIN. GC TO COORDINATE PERMIT INFORMATION FOR ANY HEADS THAT NEED TO BE ADJUSTED OR ADDED: A, SPRINKLER DESIGN/BUILD CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH OTHER SYSTEMS TO AVOID CONFLICTS, B. FIRE ALARM CONTRACTOR TO PROVIDE DRAWINGS WITH THE LOCATION OF ALL AUDIBLE AND VISIBLE FIRE ALARM DEVICES WITH THE DESIGN/BUILD SUBMITTAL, C. AUTOMATIC SPRINKLER PLANS MUST BE SUBMITTED TO AND APPROVED BY THE CITY, AS REQUIRED. D. SPRINKLER SYSTEM TO BE MONITORED FOR WATER FLOW AND TAMPER CONDITIONS BY A U.L. LISTED CENTRAL STATION, MONITORING AND SET UP OF CENTRAL STATION TO BE BY OWNER, TAMPER SWITCHES SHALL BE INSTALLED ON ALL VALVES CAPABLE OF SHUTTING OFF ANY PORTION OF THE SYSTEM, THE CENTRAL STATION SHALL BE ONE APPROVED BY THE CITY, SPRINKLER SYSTEM TO HAVE BOTH INTERIOR AND EXTERIOR AUDIBLE ALARMS. • • • �',.' s..A�� .►�T ,r►!'Ti.,-AT:.,-X11®.►+OT,i..�►:��ii�T��,Cr� . i. r�-T•� 0. VA V• • N +L EXITING REQ: 14 OCC. / 2 EXITS = 7 OCC. + 14 OCC FROM MEZZ = 21 OCC, 36" WIDTH EXIT DOOR PROVIDED, 5 "AIWA git; Stall P.4 "wig r•A no.:41 P" into 04., imstgrigwo. Erre14 iyarezi EXITING REQ: ±825a S,F, ,/ 100 = 9 OCC., 3e' WIDTH'EXIET DOOR PROVIDED, (E) CONFERENCE ROOM 0 ti 0 +L ±825 S.F. (E) WAREHOUSE ±3,800 S.F. ±50'-0" LONGEST TRAVEL DISTANCE SHOWN (100'-0" MAX, PATH OF TRAVEL ALLOWED PER IBC TABLE 1006.2.1) (E) SERVER RM 6'-O" 7, 10'-0" \ GC TO VERIFY THAT ALL EXISTING EXIT SIGNS ARE IN GOOD WORKING ORDER AND AT LEAST ONE EXIT SIGN INDICATING THE NEAREST EXIT IS VISIBLE FROM ANY POINT IN THE WAREHOUSE AND OFFICE AREAS. \ (E) BREAK ROOM \ OFFICE #2 ±988 S.P. SCOPE OF WORK AREA SHOWN SHADED 1 co +E r::1 1 r 7Tvl rxzzi \ f.9 EXITING REQ: 14 OCC. / 2 EXITS = 7 OCC, PERI., EXIT, 36" WIDTH EXIT DOOR PROVIDED, K. n t4!-011 9'-8!!:, OFFICE #1 ma. • 414 :1110 T:--' nue HEIN 1111110111111 111111111111 / +-28'-11" ±4'-6" ±19'-6" ±24'-O" EXITING REQ: 20 OCC + 14 OCC FROM MEZZANINE 34 OCC, 36" WIDTH EXIT DOOR PROVIDED ±21'-0" 034'-9" / / ±20'-0" ±16'-10" 0 0 PROPOSED FIRST FLOOR PLAN SCALE: 1/8" = 1'-0" 10'-0" ±908 S.F. SCOPE OF WORK AREA SHOWN SHADED MEZZANINE EXITING REQ: 28 OCCUPANTS / 2 EXITS 14 OCC PER EXIT STAIR, (E) SHARED OFFICE #2 OPEN TO BELOW / \ (E) MEZZANINE STORAGE (E) UNISEX TOILET RM 204 (E) SHARED OFFICE #1 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 2018 City of Tukwila BUILDING DIVISION OPEN TO BELOW 1_1._. I I ±±28'-11" ±4'-6n 09'-6" ±24'-0" ±21'-0" +-20'-0" ±16'-lO" ±134'-9" 0 0 0 PROPOSED MEZZANINE FLOOR PLAN SCALE: 1/8" = 1'-0" 0 4' 8' 15' 24' 32' 0 SHADED WALLS INDICATE NEW WORK. EXISTING MEZZANINE FLOOR AREA: ±3,025 S.F. / 0 1 Sgora97 SHADED WALLS INDICATE NEW WORK. EXISTING FIRST FLOOR AREA: ±6,600 S.F. 0 0 RECEIVED CITY OF TUKWILA SEP 0.7 2018 PERMIT CENTER WALL LEGEND FLOOR PLAN NOTES EXISTING CONSTRUCTION TO REMAIN. PREPARE (E) SURFACES FOR NEW FINISHES, EXISTING DOOR TO REMAIN EXISTING WINDOW / STOREFRONT TO REMAIN SHADED WALLS INDICATE NEW WORK: 0© =1=r (101A) Mr71 M7,72 INTERIOR PARTITION / INFILL WALL: 3-5/8" MTL STUDS, 20 GA. (U,O,N., MIN, 3625125-30) AT 16" O.C. WITH 1/2" OR 5/8" GWB EACH SIDE TO HARD CEILING OR B.O. ACT ABOVE, ALIGN WITH ADJACENT FINISHES, AND BRACE WALLS PER DETAILS, PROVIDE ACOUSTIC BATT INSULATION IN WALLS, NEW INTERIOR DOORS: REFER TO DOOR SCHEDULE, FLOOR PLAN NOTE F AND DETAIL NEW INTERIOR WINDOW: REFER TO WINDOW SCHEDULE, AND DETAIL EGRESS PATH ICC/ANSI NOTES MINIMUM WHEELCHAIR CLEARANCES PER 2009 ICC/ANSI REQUIREMENTS: 1 1 L 60" X 60 CLEAR TO BE PROVIDED ON PULL SIDE OF ALL ACCESSIBLE DOORS, AND 48" X 48" CLEAR ON PUSH SIDE, 60" TURNING RADIUS TO BE PROVIDED AT ALL 90 DEGREE TURNS AND DEAD -ENDS IN ACCESSIBLE ROUTES. 30" X 48" CLEAR WHEELCHAIR AREA REVD, FOR FRONT ACCESS AT ACCESSIBLE LAVS AND SINKS, 56" DEEP X 60" WIDE CLEAR AREA AT ACCESSIBLE TOILETS, A. DO NOT SCALE DWGS, WRITTEN DIMENSIONS GOVERN, ALL DIMENSIONS ARE FROM FINISH FACE OF GWB TO FINISH FACE OF GWB, UNLESS OTHERWISE NOTED, ALL DIMENSIONS MARKED 'CLEAR" OR ."CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL WALL FINISHES, U.O.N. B, "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE, C. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.O,N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE DESIGNER, D, ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS, PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED, ALL SURFACES SHALL BE ALIGNED, E. ALL CASEWORK TO BE FASTENED TO THE PARTITION WALL, PROVIDE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-O" HT. F. INTERIOR DOORS AT FRAMED WALLS TO BE LOCATED 4" MIN, CLEAR FROM ADJACENT WALL FINISH, U.O.N. G. FINISH FLOOR REFERENCE DATUM EQUALS (O'-0"), H. PROVIDE CEMENTITIOUS BACKER BOARD OR WATER RESISTANT GWB SUBSTRATE IN WET AREAS PER FINISH MFR, REQUIREMENTS, I. REFER TO TYP, MOUNTING HEIGHTS DIAGRAM J. REFER TO SCHEDULE SHEET FOR REQUIRED ACCESSIBILITY SIGNAGE INFORMATION, K. ALL INSTALLED FURNITURE AND CASEWORK TO MAINTAIN AN ACCESSIBLE ROUTE OF TRAVEL AND A MINIMUM CLEAR AREA OF 30"x48" IS TO BE AVAILABLE AT THE SERVICE COUNTER, THE ACCESSIBLE AREA OF COUNTER TO BE A MAXIMUM HEIGHT OF 2'-10", L. FIRE EXTINGUISHERS ARE NOT INDICATED ON THIS PLAN, PROVIDE 10#4A -608:C PORTABLE FIRE EXTINGUISHERS, ONE SURFACE MOUNT CABINET IN CAR WASH AREA, ONE RECESSED MOUNT CABINET IN CUSTOMER SERVICE AND ONE SURFACE MOUNT EA, IN KITCHENETTE & STORAGE ROOM, EXACT LOCATIONS PER FIRE MARSHAL, REFER TO SCHEDULE SHEET FOR SPECIFICATIONS AND FOR MOUNTING HEIGHT, REFER TO DETAIL M. AISLES SHALL BE PROVIDED AND MAINTAINED IN ALL PORTIONS OF THE BUILDING TO REQ, EXITS: 36" MIN, IN WIDTH WHEN OBSTRUCTIONS ARE PLACED ON ONE SIDE, AND 44" WHEN OBSTRUCTIONS ARE ON TWO SIDES, ARCHITECT: DANIEL B. TAYLOR ARCHITECT, PLLC CONTACT: DANIEL B. TAYLOR 1639 HARBOR AVE. SW, #304 SEATTLE, WA 98126 PHONE: (206) 465-2491 EMAIL: dant nicholsondev.com z -J m 0W 0 tL 0 coX W 1- 0 w W It" d co oho Qo co cb w CD • Q W zg 0 0 co Y REVISIONS NO. DATE BY n A A A n A ISSUE DATES DESIGN APPROVAL: 09/01/18 PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 24"x36" SCALE: AS NOTED PLOT DATE: 09/07/18 CAD FILE: 18-22A11 JOB NUMBER: 18-22 CHECKED: DBT/TKG DRAWN: TKG STATUS: PERMIT SET PROPOSED FIRST & MEZZANINE FLOOR PLANS A1 .1 CONT. STEEL SLIP TRACK, 20 GA, (MIN. 362T200-30) ATTACH TO B.O. EXISTING CEILING FRAMING ABOVE WITH POWDER ACTUATED FASTENERS AT 24" O.C. MIN. AND PER MFR. SPECIFICATIONS. CUT TOP EDGE OF GYP. BD STRAIGHT & TRUE, RUN TO B.O. CEILING AND PROVIDE ACOUSTIC SEALANT BOTH SIDES TOP AND BOTTOM WITH FIRE RATED CAULK. STEEL RUNNER COPE GWB AROUND CEILING PROFILES AND PENETRATIONS AND SEAL (WHERE OCCURS. 6" METAL STUD JOIST AND TRACKS AT CEILING FRAMING, 20 GA. AT 16" 0.C, CONNECT TO METAL FRAMING w/ (2) #12 SCREWS AT 24" 0,C. GWB OR ACT CEILING PER PLAN 3 5/8" M.S., 20 GA (MIN. 362S125-30, UO.N.) AT 16" 0,C, WITH CONT. STEEL TOP AND BOTTOM TRACKS. ATTACH TO FLOOR WITH POWDER ACTUATED FASTENERS AT 24" 0.C. AND PER MFR, SPECIFICATIONS. BASE PER SCHEDULE FINISH FLOOR 1/8" FOAM TAPE TYP. FULL -HT PARTITION WALL SCALE: 3" = 1'-0" ACT CEILING TILB-/I (WHERE OCCURS) METAL EDGE TRIM I)1 III BLOCK SPACER ABOVE AND BELOW GRID AT POINT OF CONNECTION (RUN GRID THROUGH) M.S. WALL w/ 1/2" OR 5/8" GWB BOTH SIDES U,O,N, (ALIGN WITH EXISTING FINISHES) 18-22A21 EXISTING ROOF FRAMING ABOVE ANGLE AT EACH CROSS BRACE ATTACH CROSS BRACING ANGLE _ TO CEILING FRAMING ABOVE W/ (2) POWER DRIVE EXPANSION HANDLE TYPE ANCHORS. CEILING STRUCTURE TO BE ADEQUATELY SECURED TO RESIST 5 PSF TRANSVERSE LOAD. FIRE TAPE AND SEAL ANY PENETRATIONS THROUGH GWB. PROVIDE RIGID STEEL C -STUD CHANNEL BRACE @ 8'-0" 0.C. ATTACHED WITH SHEET METAL SCREWS, EACH END AT ANGLE BRACE TO RESIST 5 PSP TRANSVERSE LOAD, ALTERNATE SIDES. CLNG HT PARTITION HEAD BRACING SCALE: 3" = PER SCHEDULE A tp HEAD/JAMB SIM. 18-22A21 GWB BOTH SIDES, LION, METAL STUD WALL PER PLAN. DOUBLE STUD (INCL. NAILER) AT HEAD AND JAMB, WOOD OR METAL FRAME TO MATCH EXISTING B THRESHOLD INTERIOR DOOR SCALE: 3" = 1'-0" WOOD OR METAL DOOR PER SCHEDULE. DOOR UNDERCUT 3/8" AT HARD SURFACE. FINISH FLOOR ELEV. 0'-011 18-22A21 BRACE PER DTL ACOUSTIC BATT INSULATION, EXTENDED 2'-0" BEYOND WALL AT ACT, 1/2" OR 5/8" GWB BOTH SIDES U.O.N. (ALIGN WITH EXISTING FINISHES) ACT CEILING PER PLAN 6" METAL STUDS AND TRACKS AT CEILING FRAMING, 20 GA. AT 16" 0,C, CONNECT TO METAL FRAMING w/ (2) #12 SCREWS AT 24" 0,C, GWB CEILING PER PLAN (WHERE OCCURS) 3 5/8" M.S., 20 GA (MIN, 3625125-30, UO.N.) AT 16" 0.C. WITH CONT. STEEL TOP AND BOTTOM TRACKS. ATTACH TO FLOOR WITH POWDER ACTUATED FASTENERS AT 24" 0.C. AND PER MFR. SPECIFICATIONS. BASE PER SCHEDULE FINISH FLOOR 1/8" FOAM TAPE TYP. PARTITION WALL SCALE: 3" = 1'-0" PER PLAN c') 4, (f) m WALL MOUNTED FIRE EXTINGUISHER AND/OR FIRE EXTINGUISHER CABINET PROVIDE BLOCKING PER MFR. REQ. LOCATE PER FIRE MARSHALL REQUIREMENTS 18-22A21 B4O, CEILING DOOR AS SPECIFIED LIGHT SWITCH: DOTTED LINE INDICATES LOCATION OF LARGER PLATE IF NEEDED FOR MORE SWITCHES THERMOSTAT HARDWARE SET AS SCHEDULED NOTE: LOCATE ELECTRICAL & TELEPHONE WALL OUTLETS & SWITCH PLATES @ NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS OTHERWISE SPECIFICALLY NOTED. DUPLEX OUTLET WALL TELEPHONE OUTLET FINISH FLOOR TYP. MOUNTING HEIGHTS DIAGRAM SCALE: 1/2" = 1'-0" PER SCHEDULE PER SCHEDULE A HEAD/JAMB SIM. B SILL INTERIOR WINDOW SCALE: 3" = 1'-0" 18-22A21 5/8" GWB BOTH SIDES, U.O.N. METAL STUD WALL PER PLAN, DOUBLE STUD (INCL. NAILER) AT HEAD AND JAMB. WOOD OR METAL FRAME TO MATCH (SIMILAR) EXISTING DOOR FRAMES 1/4" CLEAR TEMPERED SAFETY GLASS GLASS STOP 18-22A21 ROOM FINISH SCHEDULE WALL ROOM NO ROOM NAME FLOOR BASE NORTH SOUTH EAST WEST CEILING REMARKS/LOCATION 100 (E) ENTRY FOYER (E) CPT (E) RB (E) GWB (E) GWB (E) GWB (E) GWB (E) ACT & GRID 101 HALLWAY (E) CPT (E) RB (E) GWB (E) GWB (E) GWB (E) GWB (E) ACT & GRID PATCH/REPAIR (E) FINISHES 102 (E) CONFERENCE ROOM (E) CPT (E) RB (E) GWB (E) GWB (E) GWB (E) GWB (E) ACT & GRID 103 (E)SERVER ROOM (E) CPT (E) RB (E) GWB (E) GWB (E) GWB (E) GWB (E) ACT& GRID 104 (E) BREAK ROOM (E) SV (E) RB (E) GWB (E) GWB (E) GWB (E) GWB (E) ACT & GRID 105 (E) MEN'S RESTROOM (E) SV (E) SV (E) GWB (E) GWB (E) GWB (E) GWB (E) GWB 106 (E) WOMEN'S RESTROOM (E) SV (E) SV (E) GWB (E) GWB (E) GWB (E) GWB (E) GWB 107 RECEPTION CPT RB GWB, PTI GWB, PTI GWB, PT1 GWB, PTI (E) ACT & GRID PATCH/REPAIR (E) FNISHES 108 OFFICE #1 CPT RB GWB, PT1 GWB, PTI GWB, PT1 GWB, PT1 (E) ACT& GRID PATCH/REPAIR (E) FINISHES 109 OFFICE #2 CPT RB GWB, PTI GWB, PTI GWB, PTI GWB, PTI (E) ACT & GRID PATCH/REPAR (E) FINISHES 110 OFFICE #3 CPT RB GWB, PT1 GWB, PT1 GWB, PTI GWB, PT1 (E) ACT & GRID PATCH/REPAIR (E) FINISHES 111 OFFICE #4 CPT RB GWB, PTI GWB, P71 GWB, PT1 GWB, PTI (E) ACT & GRID PATCH/REPAIR (E) FINISHES 112 OFFICE #5 CPT RB GWB, P71 GWB, PTI GWB, PTI GWB, P71 (E) ACT& GRID PATCH/REPAR (E) FINISHES 200 (E) MEZZANINE FOYER (E) CPT (E) RB (E) GWB (E) GWB (E) GWB (E) GWB (E) ACT & GRID 201 (E) SHARED OFFICE #1 (E) CPT (E) RB (E) GWB (E) GWB (E) GWB (E) GWB (E) ACT & GRID 202 (E) SHARED OFFICE #2 (E) CPT (E) RB (E) GWB (E) GWB (E) GWB (E) GWB (E) ACT & GRID 203 (E) MEZZANINE STORAGE (E) CPT (E) RB (E) GWB (E) CMU (E) GWB (E) GWB (E) ACT & GRID 204 (E) UNISEX TOILET (E) SV (E) SV (E) GWB (E) GWB (E) GWB (E) GWB (E) GWB 205 HALLWAY CPT RB GWB, P71 GVW, PT1 GWB, PTI GWB, PTI (E) ACT & GRID PATCH/REPAR (E) FINISHES 206 OFFICE #1 CPT RB GWB, PT1 GWB, PT1 GWB, PT1 GWB, PT1 (E) ACT & GRID PATCH/REPAIR (E) FINISHES 207 OFFICE #2 CPT RB GWB, PTI GWB, PTI GWB, PT1 GWB, PTI (E) ACT & GRID PATCH/REPAR (E) FINISHES 208 OFFICE #3 CPT RB GWB, PTI GWB, PT1 GWB, PTI GWB, PT1 (E) ACT & GRID PATCH/REPAR (E) FINISHES 209 OFFICE #4 CPT RB GWB, PT1 GWB, PT1 GWB, PT1 GWB, PT1 (E) ACT & GRID PATCH/REPAIR (E) FINISHES 210 OFFICE #5 CPT RB GWB, PT1 GWB, PT1 GWB, PT1 GWB, PT1 (E) ACT & GRID PATCH/REPAIR (E) FINISHES 211 LANDING (E) CPT (E) RB (E) GWB (E) GWB (E) GWB (E) GWB (E) ACT & GRID 300 (EI WAREHOUSE (E) CONC NONE (E) CMU (E) GWB (E) GWB (E) CMU OPEN ABOVE 301 (E) ELECTRICAL ROOM (E) PLYWD NONE (E) GWB (E) GWB (E) GWB (E) GWB OPEN ABOVE INTERIOR FINISH SPECIFICATIONS SF/SQ/LF FURN / INSTALL BY AREAS DESCRIPTION COLOR/MFRISTYLE & PRODUCT NO FCIC FOIC NIC REMARKS/LOCATION FLOOR CPT NEW OR EXISTING CARPET OR CARPET TILE MATCH EXISTNG X SV NEW OR EXISTING SHEET VINYL TO REMAIN MATCH EXISTING X CT NEW OR EXISTING CERAMIC TILE & 1/8" GROUT MATCH EXISTING X BASE RB NEW OR EXISTING 4" CONTINUOUS RUBBER BASE MATCH EXISTING X WALLS/SUBSTRATE GWB NEW OR EXISTING 1/2" OR 518" GYPSUM BOARD MATCH EXISTING X PAINT P71 INTEROR - MAIN COLOR COLOR WHITE TO MATCH EXISTING X *NOTES: 1. COLOR SPEC PER TENANT. GC MAY MATCH COLOR WITH DIFFERENT MFR. PER TENANT APPROVAL 2. USE LIGHT ORANGE PEEL TEXTURE FOR INTERIOR GWB WALLS UNLESS OTHERWISE NOTED. CEILING (E) ACT & GRID EXISTNG 2'x4' ACOUSTIC CEILING TILE AND GRID, WHITE COLOR: WHITE TO MATCH EXISTING X (E) GWB NEW OR EXISTING GYPSUM BOARD MATCH EXISTING X *NOTE: REFER TO REFLECTED CEILING PLAN FOR LIGHTING AND MECHANICAL SPECIFICATIONS FURNISHED FCIC: FTIC: NIC: 1 INSTALL LEGEND: FURNISHED BY CONTRACTOR, INSTALLED BY CONTRACTOR FURNISHED BY TENANT, INSTALLED BY CONTRACTOR NOT IN CONTRACT (ALL FURNITURE SHOWN ON DWGS IS NIC) DOOR SCHEDULE �101A) SEE FLOOR PLAN FOR DOOR KEYS DOOR FRAME FIRE RATING GLASS TYPE HDWR GRP FURN /INSTALL BY NO SIZE (W x H) MATERIAL THK TYPE MATERIAL/COLOR/SIZE REF DTL FCIC FOIC NIC REMARKS/LOCATION 108A 3'-0" X 6'-8" SWING MATCH EXISTING 1-3/4" A MATCH EXISTING N/A TEMP TENANT 5/A2.1 X 109A 3'-0" X 6'-8" SWING MATCH EXISTING 1-3/4" A MATCH EXISTING N/A TEMP TENANT 5/A2.1 X 110A 3'-0" X 6'48" SWING MATCH EXISTING 1-3/4" A MATCH EXISTING WA TEMP TENANT 5/A2.1 X 11IA 3'-0" X 6'48" SWING MATCH EXISTING 1-3/4" A MATCH EXISTING N/A TEMP TENANT 5/A2.1 X 112A 3'-0" X 6'-8" SLANG MATCH EXISTING 1-3/4" A MATCH EXISTING N/A TEMP TENANT 5/A2.1 X 205A 3'-0" X 6'-8" SMNG MATCH EXISTING 1-3/4" A EXISTING N/A TEMP TENANT 5/A2.1 X 206A 3'-0" X 6-8" SMNG MATCH EXISTING 1-3/4" A MATCH EXISTING N/A TEMP TENANT 5/A2.1 X 207A 3'-0" X 6'-8" S/VNG MATCH EXISTING 1-3/4" A MATCH EXISTING N/A TEMP TENANT 5/A2.1 X 208A 3'-0" X 6'-8" SLANG MATCH EXISTING 1-3/4" A MATCH EXISTING N/A TEMP TENANT 5/A2.1 X 209A 3'4" X 6'-8" SING MATCH EXISTING 1-3/4" A MATCH EXISTING WA TEMP TENANT 5/A2.1 X 210A 3'-0" X 6'-8" SING MATCH EXISTING 1-3/4" A MATCH EXISTING N/A TEMP TENANT 5/A2.1 X NOTE: HARDWARE FER TENANT REQUIREMENTS. REFER TO HARDWARE SCHEDULE NOTES, THIS SHEET FOR CODE REQUIREMENTS WINDOW / GLAZING SCHEDULE OFOR LOCATION(S) R.0. SIZE TOTAL MAX. REF. FURN / INSTALL BY NO QTY (SEE W X H) MANUFACTURER PRODUCT TYPE FRAME FINISH / COLOR (TGA SF) U FACTOR DETAIL FCIC FOIC NIC REMARKS/LOCATION A 2 1/4" X 8'-0"X 3'-0" PER GC FIXED, TEMPERED MATCH DOOR FRAME N/A N/A 6/A2.1 X INTERIOR DOOR TYPES: INTERIOR WINDOW TYPES: SCALE: 1/4" = 1'-0" SCALE: 1/4" VISION 3'-011 PANEL: SEE = 1'-011 / 61_gn DOOR SCHED, 61-011 NOTE I.f 1 N— \ \ R 7'-0" VERIFY , _ v tl- d) 't ;1) to -- o co J \ H 0 X < Telo -I- `, To _ F.F. \ \ A INTERIOR O INTERIOR 1/4" TEMPERED WITH TEMPERED SAFETY GLASS SAFETY GLASS REVIEWED FOR CODE COMPLIANCE APPROVED OCT 102018 City of Tukwila BUILDING DIVISION b 1" 8 0 28. 87 SCHEDULE NOTES GENERAL SCHEDULE NOTES: A. FIELD VERIFY EXISTING FRAME SIZES. B. LOCATIONS OF SAFETY GLAZING: OPENINGS WITH A VERTICAL EDGE WITHIN 24" OF A DOOR OPENING AND THE BOTTOM EDGE BELOW 60" A.F.F., AND: OPENINGS MEETING ALL OF THE FOLLOWING: 1, BOTTOM EDGE LESS THAN 18" FROM FLOOR. 2. TOP EDGE GREATER THAN 36" ABOVE FLOOR, 3. GLASS AREA GREATER THAN 9 SQUARE FEET, 4, WALKING SURFACE WITHIN 36" OF THE GLASS UNIT. OTHER LOCATIONS AS REQUIRED BY THE IBC, AS REQUIRED FOR STRENGTH, OR AS RECOMMENDED BY THE GLASS MFR. DOOR SCHEDULE NOTES: A. REFER TO FLOOR PLAN, SHEET A1.1 FOR ADDITIONAL DOOR AND HARDWARE NOTES. B. MAIN ENTRY DOORS SHALL HAVE A KEY LOCKING DEVICE. THERE SHALL BE A READILY VISIBLE DURABLE SIGN ADJACENT TO THE DOORWAY STATING, "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." THE SIGN SHALL BE IN LETTERS NOT LESS THAN 1" HIGH ON A CONTRASTING BACKGROUND. THE USE OF THE KEY -OPERATED LOCKING DEVICE IS REVOCABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE. C. PER 2015 IBC SECTION 1009.1,9: ALL EGRESS DOORS AND GATES SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT, D. BARRIER FREE ENTRANCE REQUIREMENTS: LANDINGS AT DOORS SHALL BE NOT LESS THAN 60 INCHES IN WIDTH AND IN LENGTH ON THE DOOR SWING SIDE, FLOOR AND/OR LANDING ADJACENT TO DOOR SHALL BE NOT MORE THAN 1/2" INCH LOWER THAN THE THRESHOLD OF THE DOORWAY, E. EXTERIOR LANDINGS SHALL NOT SLOPE MORE THAN 1/4 INCH PER FOOT. F. NEW SWING DOORS TO BE LOCATED 4" OFF ADJACENT PARTITIONS TO ALLOW FOR DOOR TRIM, U.O.N. G. ALL DOORS IN EGRESS PATH TO PROVIDE FREE EGRESS. H. DOOR SURFACE: DOOR SURFACES WITHIN 10 INCHES OF THE FLOOR, MEASURED VERTICALLY, SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. L VISION LITES: DOORS AND SIDELITES ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL ON EITHER THE DOOR OR AN ADJACENT SIDELITE 43 INCHES MAXIMUM ABOVE THE FLOOR, REQUIRED ACCESSIBLE SIGNAGE: A. GC TO PROVIDE THE REQUIRED ACCESSIBLE SIGNAGE AT THE ACCESSIBLE ENTRANCE AND EXIT FROM BOTH THE EXTERIOR AND THE INTERIOR OF THE OFFICE SPACE, TACTILE EXIT SIGNS STATING "EXIT" AND COMPLYING WITH ICC A117.1 SIGNAGE SHALL BE PROVIED ADJACENT TO EACH EXIT DISCHARGE DOOR PER IBC SECTION 1011.3, ACCESSIBLE ENTRANCES: ACCESSIBLE BUILDING ENTRANCES SHALL BE IDENTIFIED WITH STANDARD SIGNS AND DIRECTIONAL SIGNS THAT COMPLY WITH ICC/ANSI SECTION 704 AND ARE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS, THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS REQUIRED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE, THE SYMBOL IS TO BE A WHITE FIGURE ON BLUE BACKGROUND (COLOR NO, 15090) IN FEDERAL STANDARD 595A B. BRAILLE: CONTRACTED GRADE 2 BRAILLE IS TO BE USED WHEREVER BRAILLE IS REQUIRED. DOTS TO BE .01 INCH ON CENTERS IN EACH CELL WITH .02 INCH SPACE BETWEEN CELLS. DOTS ARE RAISED A MIN, OF 0.025 INCH ABOVE THE BACKGROUND. C. CHARACTERS: LETTERS AND NUMBERS ON SIGNS ARE TO HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 AND 1:1, AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. WHEN RAISED OR RECESSED CHARACTERS OR SYMBOLS ARE USED, THEY ARE TO BE RAISED OR RECESSED A MIN. 1/32 INCH AND ARE TO BE SANS SERIF TYPE FONT. RAISED CHARACTERS ARE TO BE AT LEAST 5/8 INCH HIGH AND RECESSED CHARACTERS AND SYMBOLS ARE TO HAVE A 1/4 INCH MIN. STROKE WIDTH. HARDWARE SCHEDULE NOTES: A. GC TO VERIFY WITH TENANT ALL NEW DOOR HARDWARE SPECIFICATIONS LISTED IN HARDWARE GROUPS PRIOR TO ORDERING. B. GC AND TENANT TO COORDINATE ALL DOOR AND CABINET HARDWARE. ALL DOOR HARDWARE TO COMPLY WITH ADA GUIDELINES. C. ALL CLOSERS TO BE LOCATED ON INTERIOR OF THE SPECIFIED ROOM. VERIFY CLOSERS ARE PROVIDED OR PROVIDE CLOSERS ON ALL EXTERIOR SWING DOORS, D. PROVIDE WEATHER STRIPPING ON ALL EXTERIOR DOORS. E. ALL FINISHES TO BE SATIN CHROME OR S.S. REFER TO FLOOR PLAN FOR RH OR LH SWING. F. PER ICC A117.1-2009 SECTION 309E, DOORS SHALL BE EQUIPPED WITH LEVER TYPE LATCH -ACTIVATING HARDWARE OR OTHER APPROVED HANDICAP -ACCESSIBLE CONFIGURATION, WITH A MAXIMUM OPENING FORCE OF 5 LB/F, G. IT IS THE INTENTION OF THE TENANT THAT THE SCOPE OF WORK AREA FOR THIS TENANT IMPROVEMENT PROJECT BE ADA HANDICAP ACCESSIBLE PER 2009 ICC/ANSI STANDARDS, GC TO VERIFY THAT EXISTING DOORS TO REMAIN AND ANY OTHER EXISTING AREAS THAT ARE ALONG ROUTES TO THE PRIMARY FUNCTION OF THE BUILDING ARE IN COMPLIANCE WITH THE CODE, RECEIVED CITY OF TUKWILA SEP 0 7 2018 PERMIT CENTER DANIEL B. TAYLOR STATE OF WASHINGTO ARCHITECT: DANIEL B. TAYLOR ARCHITECT, PLLC CONTACT: DANIEL B. TAYLOR 1639 HARBOR AVE. SW, #304 SEATTLE, WA 98126 PHONE: (206) 465-2491 EMAIL: dan(a,nicholsondev.com EXISTING OFFICE BUILDING 14600 INTERURBAN AVENUE SOUTH TUKWILA, WA 98168-4651 KING COUNTY APN: 336590-1650 REVISIONS NO. DATE BY ISSUE DATES DESIGN APPROVAL: 09/01/18 PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 24"x36" SCALE: AS NOTED PLOT DATE: 09/07/18 CAD FILE: 18-22A21 JOB NUMBER: 18-22 CHECKED: DBT/TKG DRAWN: TKG STATUS: PERMIT SET ROOM FINISH & DOOR SCHEDULES & DETAILS A2.1 NOTES: 1. SUSPENDED CEILING SYSTEMS TO BE INSTALLED IN ACCORDANCE WITH THE PRESCRIPTIVE PROVISIONS OF THE 2015 IBC CODE EDITION OF THE TECHNICAL FIELD BULLETIN 401, BY THE NORTHWEST WALL AND CEILING BUREAU - SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS (2015) FOR CONSTRUCTION. VISIT WEBSITE AT: http://www.nwcb.org/sites/def ault/files/resources 2. PROVIDE CROSS -BRACING FOR SUSPENDED ACOUSTICAL CEILING SYSTEM @ 12'-0" 0.C. BOTH WAYS WITH NO, 12 GAUGE WIRES PER ASTM C635 AND ASTM C636. 3, THE HORIZONTAL RESTRAINT POINTS FOR THE LATERAL FORCE BRACING SHALL BE PLACED NOT MORE THAN 12' 0.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' FROM EACH WALL, 4. TO FACILITATE INSTALLATION, MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBER AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS IN SUCH WAY AS TO BE INDEPENDENT OF THE WALL STRUCTURE AND SHALL BE BRACED BY LATERAL FORCE BRACING AT 12' 0.C. MAXIMUM. 5, ACOUSTICAL CEILING SYSTEMS SHALL COMPLY WITH IBC 803.9, 6. FOR AREAS EXCEEDING 1,000 S.F., HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURE ABOVE SHALL BE PROVIDED. 7. FOR AREAS EXCEEDING 2,500 S.F., A SEISMIC SEPARATION JOINT SHALL BE PROVIDED. 8. ALL PENETRATIONS SHALL HAVE A 2" OVERSIZE RING TO PROVIDE FREE MOVEMENT OF AT LEAST 1" IN ALL DIRECTIONS, 9, ALL CABLE TRAY AND ELECTRICAL CONDUITS SHALL BE SUPPORTED SEPARATELY OF THE CEILING, A LATERAL FORCE BRACING NON-COMBUSTIBLE STRUT CAPABLE OF RESISTING VERTICAL COMPONENTS INDUCED BY BRACING WIRES. FASTEN SECURELY TO STRUCTURE ABOVE. 12 G.A. VERT. HANGER WIRE @ 4'-0" 0.C. BOTH WAYS LATERAL FORCE BRACING 4 EA. 12 GA. WIRE SECURED TO MAIN RUNNER WITHIN 2" OF CROSS TEE INTERSECTION & SPLAYED 90' FROM E.A. OTHER 12'-0" O.C. IN BOTH DIRECTIONS W/FIRST POINT WITHIN 4'-0" FROM EA, WALL. ATTACH AT TOP PER THESE SEISMIC DETAILS MAIN RUNNER CROSS TEE E ATTACHED 2" WALL MOLDING 8" MAX B ARMSTRONG MAIN BEAM ARMSTRONG CROSS TEE 12 GA, VERT. WIRE (TYP.) 3 TURNS MIN. (TYP.) MAIN RUNNER OR CROSS TEE PROVIDE 3/4" 8" MAX 1, SPACE @ OPP. WALL ACOUS, TILE 2" PERIMETER WALL ANGLE ATTACH MEMBERS @ PERIMETER & TWO ADJ, WALLS ONLY. VERTICAL WIRE SPACING ARMSTRONG ANGLE MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. ARMSTRONG MAIN BEAM MIN, 3/4" AT UN -ATTACHED WALLS IN. 2" ARMSTRONG ANGLE MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. ARMSTRONG CROSS TEE MIN. 3/4" AT UN -ATTACHED WALLS IN, 2" I' i PERIMETER COMPONENTS TYPICAL SUSPENDED CEILING SEISMIC BRACING DETAILS NOT TO SCALE ARMSTRONG CROSS TEE 0 CTEFL STUD OMPRESSION POST #12 HANGER WIRE C COMPRESSION POST 0 D POP -RIVET THIS SIDE ONLY FACIA MOLDING PER MANUFACTURER RMSTRONG MAIN BEAM 1-1/2" SEPARATION JOINT CHANNEL MOLDING 12 GA, LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WIRE TURNS EA. CONNECTION POINT, 12 GA. FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR, e_ 60° MAX. TYP. RECESSED FLUORESCENT FIXTURE CROSS TIE MAIN STRUCTURAL RUNNER 4'-0" 0.C. TYPICAL LIGHT FIXTURE BRACING 45° 18-22A22 ICC/ANSI TABLE 404.2.3.1 MANEUVERING AT MANUAL SWINGING DOORS TYPE OF USE MINIMUM MANEUVERING CLEARANCES APPROACH DIRECTION DOOR SIDE (A) PERPENDICULAR TO DOORWAY (Bi PARALLEL TO DOORWAY (BEYOND LATCH UNLESS NOTED) FROM FRONT PULL 60 INCHES 18 INCHES FROM FRONT PUSH 48 INCHES 0 INCHES (3) FROM HINGE SIDE PULL 60 INCHES 36 INCHES FROM HINGE SIDE PULL 54 INCHES 42 INCHES FROM HINGE SIDE PUSH 42 INCHES (1) 22 INCHES BEYOND HINGE SIDE (3) FROM LATCH SIDE PULL 48 INCHES (2) 24 INCHES FROM LATCH SIDE PUSH 42 INCHES 131 24 INCHES FRONT NOTES: 1. ADD 6 INCHES IF CLOSER AND LATCH PROVIDED 2. ADD 6 INCHES IF CLOSER PROVIDED 3. ADD 12 INCHES BEYOND LATCH IF CLOSER AND LATCH PROVIDED. 1. DOORS IN A SERIES CLR. TU \ 5'-0" RNING DIAMETER MIN. 2. DOORS IN A SERIES TYPICAL CLEARANCES AT DOORS SCALE: 1/4" = 1'-0" cV 5��II III�`�� INSINNW FINISH FLOOR LEVEL THRESHOLD TRANSITION THRESHOLD r • • • THRESHOLD AT DOOR NOTE: INTERIOR AND EXTERIOR THRESHOLDS SHALL BE NO HIGHER THAN 1/2 INCH ABOVE THE ADJACENT FLOOR LEVELS. EACH EXPOSED EDGE OF THRESHOLDS SHALL BE BEVELED OR SLOPED AT AN ANGLE NOT TO EXCEED 45 DEGREES SO THAT NO VERTICAL CHANGE OF ELEVATION EXCEEDS 1/4 INCH. TYP. THRESHOLD NOT TO SCALE 18-22A22 18-22A22 bI?o87 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 0 7 2018 PERMIT CENTER ARCHITECT: DANIEL B. TAYLOR ARCHITECT, PLLC CONTACT: DANIEL B. TAYLOR 1639 HARBOR AVE. SW, #304 SEATTLE, WA 98126 PHONE: (206) 465-2491 EMAIL: dananicholsondev.corn 0 D m w L LL 0 1-- V) 14600 INTERURBAN AVENUE SOUTH 0 CD 0 CO M CO (o z (70¢ d Z �o 1— REVISIONS NO. DATE BY n n n n A A ISSUE DATES DESIGN APPROVAL: 09/01/18 PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 24"x36" SCALE: AS NOTED PLOT DATE: 09/07/18 CAD FILE: 18-22A22 JOB NUMBER: 18-22 CHECKED: DBT/TKG DRAWN: TKG STATUS: PERMIT SET MISC. INTERIOR DETAILS A2.2