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HomeMy WebLinkAboutPermit D19-0326 - H & K SALES - NON-BEARING WALLS, DOORS, REPAIR SUSPENDED CEILING GRIDH & K SALES 18360 OLYMPIC AVE S D19-0326 Parcel No: Address: �~^�xx � Tukwila v=U�� ��n u K�nx���oa Department of Community Development 630OSouthcenterBoulevard, Sube#1O0 Tukwila, Washington 9D1Q8 Phone:ZOG'431'367O Inspection Request Line: 206'438'9350 VVebdte:http://wm/m/.TukwOaVVA.gov DEVELOPMENT PERMIT 7888900155 Permit Number: D19-0326 Issue Date: 11/8/20I9 Permit Expires On: 5/6/2020 Owner: Contact Person: Name: Contractor: License No: Lender: Name: POBOX 49U0DEPT207 C/O0AN, S[OTTSDALE,VVA 85261 DAV|DKEHLE Phone: (206) 433-£97 l9l6BONA|RDRSW, SEATTLE,WA, 98116 8OY[ECONSTRUCTION INC Phone: (206) 264-8085 628SBRANDONST,SEATTLEWA, 98108 BOY[EC1056QQ Expiration Date; 1/21/2020 [8RE|NC Address: ZO41572NDAVE S#Z1OC/O STO[KBR|DGECAPITAL GP, KENT,WA, 98032 DESCRIPTION OF WORK: REMOVE EXISTING NON -LOAD BEARING WALLS AS SHOWN, CONSTRUCT NEW NON -BEARING WALLS, ADD NEW DOORS AND HANDLE HARDWARE, REPAIR EXISTING SUSPENDED CEILING GRID, RELOCATE EXISTING L|GHT|NGANDNEW FINISHES THROUGHOUT. Project Valuation: $52,500.00 Type ofFire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: U|B Electrical Service Provided by: TUKVV|LA Fees Collected: $1,805.29 Occupancy per IBC: D Water District: TUKYV|LA Sewer District: TUKWILA Current Codes adopted hythe City ofTukwila: /.11 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 Permit Center Authorized Signature, Number: 0 No Date: I hearby certify that I have read aamined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Date: i -4c —// This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 6: When special inspection —uired,either the owner orthe registered cles—ignprofessional inresponsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in atimely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall besubmitted tothe Building Official, The final inspection report shall beprepared bythe approved special inspection agency and shall be submitted to the Building Official prior to and as a condition offinal inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. AS[E7,Chapter, 13. 9: Partition walls shall not betied toasuspended ceiling grid. All partitions greater than 6feet |nheight shall belaterally braced tothe building structure. Such bracing shall beindependent ofany ceiling splay bracing. lO: 5ubQnadepreparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given inthe soils report, Special inspection iorequired. II: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code, 12: Notify the City ofTukwila Building Division prior toplacing any concrete, This procedure isinaddition to any requirements for special inspection. 13: 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 o/bracing shall beprepared byaregistered professional engineer licensed inthe State ofWashington. Periodic special inspection isrequired during anchorage ofstorage racks 8feet orgreater |nheight. 14: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 15: 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. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (2O6'431'367O). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 18: Preparation before concrete placement: Water shall beremoved from place cfdeposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall beremoved from spaces tqbeoccupied byconcrete. 19: VALIDITY OFPERMIT: 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 togive authority tmviolate orcancel the provisions of the code or other ordinances of the City ofTukwila shall not bevalid. The issuance nyapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 20: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (IO6/431'367O). 24: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated atone extinguisher for each 3'0U8sq. ft. nfarea, The extingubher(s)should beofthe "all purpose" (2A,IO8:[)dry chemical type. The travel distance tuany extinguisher must be75'orless. (|FC 9063)(NFPA10'5.4) 26: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated atone extinguisher for each l,580 sq. ft. ofarea. The exhnguisher(s)should beofthe "All Purpose" (]A'4U8I)dry chemical type. Travel distance toany fire extinguisher must be75'orless. (|FC 906.])(NFPA10.6.4) Zl: Portable fire extinguishers, not housed incabinets, shall beinstalled onth���ngeoo,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 agross weight not exceeding 4O 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 exceedin84O pounds (18 kg) shall be installed so that its top isnot more than 3.5feet (1U67mm)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). (|F[9O67and |F[ 906.9) 22: 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. (|FC906.5) 23: Fire extinguishers require monthly and yearly inspections. They must have atag cvlabel 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 beemptied and subjected tnthe applicable recharge procedures. |fthe required monthly and yearly inspections ofthe fire extinguisher(s) are not accomplished nrthe inspection tag is not completed, a reputable fire extinguisher service company will be required tnconduct these required surveys. (NFPA 10, 72, 73) 26: Maintain fire extinguisher coverage throughout. 27: Egress doors shall be readily openaWe from the egress side without the use of key or special knowledge or effort. (|F[1010l9) 28: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle isengaged from inside the tenant space. (|F[Chapter 10) 29: Exit hardware and marking shall meet the requirements of the International Fie [ode. (|F[ Chapter lO) 30: 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 tooperate. (|FC 10I0.1.9.1) 31: Exits and exit access doors shall bemarked byanapproved exit sign readily visible from any direction n/ egress travel. Access toexits shall bemarked byreadily visible exit signs incases where the exit nrthe path ofegress 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 isless, from the nearest visible exit sign. (|FCIO13.1) 32: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes nfthe letters not less than O75 inch (19.1 mm) wide. The word "EX|T"shall have letters having awidth not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not beless than O.]7Sinch (9.5mm). 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, (|F[ 10136.1) 33: 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 oron-site generator, (|F[ 1013.63) 34: Emergency lighting facilities shall be arranged to provide initial illumination that isacleast an average ofl foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress atfloor 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 maxim um -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (|FC1OO8.3.S) 35: 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. Z436). 36: Sprinklers shall be installed under fixed obstructions over 4feet (12 m)wide. (NFPA 13-8.6,5.3.3) 38: Fire protection systems shall Y 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) 40: 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) 39: 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) 41: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 42: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 43: 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. 37: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 44: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 45: 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** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 4037 SI-CAST-IN-PLACE 4046 SI-EPDXY/EXP CONC 4028 SI-REINF STEEL -WELD 4035 SI-SOILS 0406 SUSPENDED CEILING CITY OF TU. Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Felled No. Project No. Date Application Accepted: Date Application Expires. 0 0-2-4 (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: 4.- King Co Assessor's Tax No.:152,2:10 - C7IS Suite Number: Floor: Tenant Name: New Tenant: 4 Yes PROPERTY OWNER Name: Address: City: State:0) Zip: w 3 CONTACT PERSON — person receiving all project communication Nam Address: Cityj1 Statett Zip Phone. F : Email: d 1 CO*1 GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ..No ARCHITECT OF RECORD Company Namerkto riatte Arttryof— i Architect Name ykftw. Address: City: Statewb . Zipt±‘ ice7 _ .- : Phonelm 4, Email/Abeifi ,t2 ardri , on4(m ENGINEER OF RECORD Company Name: l Engineer Name:-.......\014.1 S.Sci4,04.144,0 Address: J. ,c, 3 136z vet) 7060 scale 1.ct> ci : 10- Statewb Zip:4b cos Phone:4z9 ......4*. c : Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 6,ni ar ttlikvop Address: City: State: Zip: HAApplications1Forms-Applications On Line12011 ApplicationsWermit Application Revised - 8-9-11 docx Revised: August 2011 bh Page 1 of 4 G PERMIT FO AT 2 -4 670 Valuation of Project (contractor's bid price): $.5Z-4- COQ Existing Building Valuation: 114 t 144 OLP Describe the scope of work (please provide detailed information): ?Olio/6 EX5-tiOci 1450-64?-ti-ck 1ftb(1-47 k(ftAits eolAcilutot 140o- ememxi tuty/46,01.1avUe.w., /son Wm_ ftuote tiPelp(AiDite./ VWV=Al2K q‘Asrel-)900 6,001R,A,4vrt- Ws-4 (Aly41uc4 too 1Jevo Rvigistieri tirtakvatr Will there be new rack storage? 0 Yes 1,2( No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor (pb, gro (bei 4. 4 ‘t 5 q 2"d Floor r 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Ce Compact: Handicap: Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers pi Automatic Fire Alarm ..... None El Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x I " paper including quantities and Material Safely Data Sheets, SEPTIC SYSTEM .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applkauons\Forms-Applications On Line\2011 Applications \Permit Application Revised - 8-9-11 docx Revised: August 2011 bh Page 2 of 4 PERM T APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW Signature: Print Name: Mailing Address: ZED AGENT: Date: (CIVAI Day TelephonetG -435- 'di? City State (:(11 Zip H:UpplicationsWorms-Applications On Line \ 2011 ApplicalionsWermit Application Revised • 8-9-11 doex Revised: August 2011 13h Page 4 of 4 * Cash Register Receipt Receipt Number City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY I I PermitTRAK PAID $1,112,12 D19-0326 Address: 18360 OLYMPIC AVE S Apn: 7888900155 $1,112.12 DEVELOPMENT $1,060.35 PERMIT FEE R000.322.100.00.00 0.00 $1,035.35 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $51.77 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R19035 R000.322.900.04.00 0.00 $51.77 $1,112.12. Date Paid: Friday, November 08, 2019 Paid By: BOYCE CONSTRUCTION INC Pay Method: CHECK 30778 Printed: Friday, November 08, 2019 10:30 AM 1 of 1 CR SYSTEMS DESCRIPTIONS PermitTRAK Cash Register Receipt City of Tukwila ACCOUNT I QUANTITY I PAID $693.17 D19-0326 Address: 18360 OLYMPIC AVE 5 Apn: 7888900155 Credit Card Fee 693.17 $20.19 Credit Card Fee R000.369.908.00.00 0.00 $20.19 DEVELOPMENT $672.98 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R18781 R000.345.830.00.00 0.00 $672.98 $693.17 Date Paid: Tuesday, October 08, 2019 Paid By: DAVID KEHLE Pay Method: CREDIT CARD 09240D Printed: Tuesday, October 08, 2019 1:24 PM 1 of 1 CRWYSTEMS CO TUKWILA ETKAKIT 6200 SVUTH[ENTEx DLvo TUKWILA, WA 98188 206'433'1878 CITY OF TUKWILA Date: I0/08/2019 01:23:01 PM CREDIT [xnD SALE VISA CARD NUMBER: ***+******0081 K TKAN AMOUNT: $693.17 APPROVAL [D: 89240D RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 670 Permit Inspection Request Line (206) 438-9350 'Project: Type of nspection: A d ss: / v Date Called: :5Pecial ns uc n : Date Wanted: a.m. p.m. Requester: ft- Phone N : 4 pproved per applicable codes. Corrections required prior to approral. COMMENTS: ns pec Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Di?-035 3. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: //'p Address: / Type of Inspection: e Called: Special Instructions: /1/ Date Wanted: Requeste Phone N pproved per applicable codes. 11 Corrections required prior to approval. CO II IIENT Inspector: Date. 2 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Proje !Z ©/V T e of Insp ction: �u% � Address: `5. 760 /flaw�.41 Date Called: Special Instructions: rDate Wanted: a.rn_ p.m. Requester: Phone No: QApproved per applicable codes. COMMENT Corrections required prior to approval. nspecta Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 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 D) 9-(23Zp ProjeC : Type of Inspection: Ad Tess: ate Called: Special Instructions: �,Cr1 L,Ol/Y& , y1)0-e----• Date Wanted: awrn. equester: Phone No: 2 a le-75-6 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ns pecto Date: 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 P RMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431- Permit Inspection Request Line (206) 438-9350 Project: ii7J Type o Inspection,: Address: �� I 99� A :gate Called: ., Special Instructions: Date Wanted: l a.rrs. p.m. Requester: M Phone No: . Approved per applicable codes. ections required prior to approval. COMMENTS: Inspector: Date: Q (/yYl Z-z) REINSPECTIONFEE REQUIRED. Prior to next inspection. fe must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN5PECTION 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 Pict-03 21e) Projectw, ite Type of In ec on: 5. torhki Fe) it) Address: 3 AV Date ailed: Special ns u n : 'Date Wanted: am. pvff Requester: eN 0: Approved per per applicable codes. Corrections required prior to approval. COMMENT Date: C.) REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.. #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: y r' / Type of Ins n: )Y6- Address: /e5533 (Q Date Called: Special Instructions: , pate 'itanted: a. Requester: Phone No: 8 S aApproved per applicable codes. Corrections required prior to approval. COMMENTS: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 i9-v32.4 Project: 1ft i/5 Type of Inspection:s�1:4 Address: ad 3& 0 ,,, YrfP' c� Date Called: Special Instructions: C4-t /2. Perak Date Wanted: r 4' a.m. p.m. 'Requester: Phone No: !41 gSl 755i ElApproved per applicable codes. Corrections required prior to approval. 'COMMENTS: ,, C..�B �...--.�.--; AI' Inspector: � � onj r Date: _ Ot/R. / Zao' , REINSPECTIfN FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr j t: Type of lnsp tce ion: • rlei )/115 d ess: „ Date Called: Special nstruct : Date Wanted: " c a.rn. p.m. Requester: 4 P one No: Approved per applicable codes. El Corrections required prior to approval. nspector: Date: REINSPECTION FEE REQUIRE©. Prior to next inspec i6n. ee must b paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Envelope Summary ENV -SUM 1 2015 WSEC Compliance Forms for Commercial Buildingsincluding R2, R3, & R4 over 3 stories and I Revised Jun 2018 Projecto COmPlisoos forms do not require a password to use. Instructional end calculating cells are3Com write-protecied. P : 4. -. il 5, f: • ..- -, ,..-., 111. Applicant Information. Provide contact information for individual who can • I raspond to inquiries ebout comoliance ibrm information a . ' comlikrillife . PPROVED V 05 2019 ofTi i 1 Company Name: A t,eti pany :1 () ApplicantName: Ni Applicant : Applicant EmaiI:p cl i eairts14 (e) CI Project Description 0 New Buliding 0 Addition t, ,14L.. ING DIVISION Occupancy Type 6 All Commercial 0 Group R - All R1 and R2, R3, R4 over 3 stories 0 Selection required to enable forms. Envelope Compliance Path 0 prescriptive 0 Component Performance 02 eltikte"-Z Wiettfie Selection required to enable forms. Component Performance Calculation Type Selection required to enable ENV-UA and ENV-SHGC twin. 0 Standard 0 Change of Occupancy/Conditioning 0 0 Additional Efficiency Package Option - C406.8 Enhanced Envelope To comply, demonstrate building thermal envelope performance is 15% lower then the Target UA. , Air Barri o Air barrier testing per Section C402.5.1.2 0 Air barrier testing not required Included in project scope Additional Efficiency Package Option - C406.9 Reduced Air Infiltration To comply, demonstrate that measured air leakage of building envelope does pot exceed 0.25 cfrniff2 (air barrier surface area) under test pressure of 0.3 inch w.g. Vertical Fenestration and Skylight Area Calculation Prescdptive Path - Enter values for vertical fenestration, skylights, walls and roof on this ENV -SUM sheet Component Performance - Enter values in ENV-UA andfor ENV-UA-GROUP-R worksheet. These values auto -fill from ENV-UA and are write -protected on ENV- Total Vertical Gross Exterior Fenestration Above Grade % Vertical (rough opening) divided by Wall Area times 100 equals Fenestration X 100 = Gross Exterior Roof Total Skylight divided by Area times 100 equals % Skylight X 100 = Fenestration Area Compliance Vertical l•l fOlc°1 RECEIVED Fenestration Ar" CI -Y OF TUKWIL Skylight Area OCT 0 9 2019 131324 Vertical Fenestration Alternates :_toli cLNi L hf 0 High performance fenestration U-factors and SHGC per C402.4.1.3 0 Dedicated outdoor air system per C402.4.1.4 and C403.6 Show locations of qualifying daylight zone areas and ft2 on project plans. For Daylight Zone Area Calculations - a) Sidelight areas include primary + secondary dayight zone areas. b) Include overlapping toplight and sidelight daylight zone areas under Toplight c) Refer to Chapter 2 for net floor area 0 In buildings a 3 stories, 25% or more of NET floor area is in daylight zones per C402.4.1.1 0 In buildings < 3 stories, 50% or more of CONDITIONED floor area Is within daylight zones per C402.4.1.1 Dayl ght Zone Calculations Daylight Zone Fenestration Alternate Not Selected. No Calculations Required Sidelight Daylight Zone Area Toplight Daylight Zone Area Percent Daytight Zone Area Spaces in Single Story Building Requiring Skylights Code requires a minimum of 5096 of the floor ,,,,s.:ificn rea to beswithin a ace sskyl. Refer In ightdaylight zone4for List all enclosed spaces that exceed 2,500 ft2, have ceiling height greater than 15 ft, and are space tYPes required taminPlY with this Prcivisi'sn- Space Dt.Z Area (ft2) SRR or Aperature Exception Lighting Summary is including R2, R3, R4 Project Info Compliance!flfOffflatOfl forms do not require a password to use. Instructional nd celcutating cells am write- protected. P : Dat- ,- - )• ElD . A, a I NCE FOWde C ' 'c, fo(kldMdual who can • u s - . . F B1111 • - .. ' NOV City nING mil ... ' • D 0 5 2019 of Tukwila DIVISION Company Name: CompanyMdress 4i Ap�ant Appticant Phone: ill . Applicant ail: * ci nevilf4 IVA-, Pwt Description 0 New Bullring 0 Addition Afteabon Include0J-SUM ktm (kdlkled in envelcpe kxmsworkbook) with fighting complliance karts. Building Additions Refer to Section C502.2.6 requirements. .'7•7, tadtkinaI Compliance Method tfltedor bghtiflg Exterior lighting Lighting systemsin ' ' a ' prov0 .a stand alone new construction project 0 Lighting systems in addition are combined %se existing building lighting systems to demonstrate compliance CI 0 Addition is combined with rodsting: For interior lighting projects, include new + existing interior lighting fixture Wattage table in LTG-INT-BLD or LTG-IIVT-SPACE form. For exterior fighting projeds, include new + existing exterior lighting fixture Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG-EXT wattage in Proposed Lighting wattage in Proposed form. Interior and Exteri Lighting Alteratio Select all Lighting Power Control elements that the retrofit project. If • combination of spaces 50% of the existing fixture some spaces, and 50% fixtums are replaced in.' provide separate lighting mpliance forms r;ofor the conditions. Spaces u app .kichidesa , • or . • ,,, • , . ., r • .Lkjfling re lessti am replaced in • , of the - then • • re; • rig the same • aed into one . erkiWional g Oghting space are not Llghthlg Power Irdeiior Hghttng Parking garage Extedor hghting 50% or rnore of existing are replaced 0 • 0 . . Less tha 50% of onstrng are replaced 0 0 Lamp and/or ballast only - existal waltage not-icreased El MI 50% or more replaced- Total fighting power of new + existing -to -remain LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -rem Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-LDCT fern). Less Oran 50% replaced - Total fighting power of new + existing -to -remain total fighting power prior to alteration. Include new + existing -to -remain fixtures Wattage table in LTG4NT-BLD. LTG-INT-SPACE or LTG-EXT fonn. 50% threshold applies to manber of luminaires for interior spaces and parking installed wattage for exterior luminaires. fixtures shall comply with total in fixtures in Proposed fixtures shall not exceed the in the Proposed Lighting garages, and total type of rebuilt may be.. lighting power compliance Refer to Section C503.6 requirements. All alteration lighting .. cornmissbned per C408.3fixtures 0 No changes are the Interior or exterior systems and existing uses and configuration changed. Lighting Controls h Parking arage Exteriorhghting installed to serve added relocated to new . . csrcu• t(s) D 0 New or moved lighting panel 0 0 0 hitenor space ' ' _ . tum. res Lllchanged or relocated only El New wiring or drcuit - For interior lighting, sensor ccritrois per C405.2.1, daylight responsive controls per C405.2.5. For exterior lighting, New or moved panel - Provide all applicable time svnic:h controls per C405.2.2. Reconfigured interior space - Provide Application specific' lighting control provisions providerequired manual controls per controls C405.2.4 and per C405.2.7. as noted for that apply not apply to per C405.2.3, occupancy 'application specific lighting New Wiring and automatic to a new interior space. reconfigured spaces. provide requined controls fighting conbois 60 required lighting controls per C405.2.5 do Change of Space Use 0 Eldsting interior fighting systems in areas under -going a change in space comply with LPAs for the new space types per Tables C405.4.2(1) or Identify interior spaces tequila ig LPD upgrade to the current Code in Proposed LTG-INT-BLD or LTG-INT-SPACE form use are upgraded to C405.4.2(2). Lighting Wattage table in RECEIVED Dig 03 OF TUKWILA OCT o 9 2019 ,jERMIT CENTER Interior Lighting State Enrgy e• 201515Washingtont�� - Space -By -Space Method LTG-INT-SPACE . = Com nee Forms for Co ime dal Bur dings indudirp R2, R3, R4 over 3 stains and a R 1 Revised August 2016 P Tttle: }Y• DEte • Ai` _ Calculation Area" 9stand 0 gb Sp • '•: lum, 0 Addition - 0 Addition alone + existing where < 50% of O Spaces where a 50% of 0 .fires are replaced luminaires are replaced For Buildl 1 Depa ent Use LPA CalculationC406.3 Type 0 : To cam • Refer to , , , 0 Additional Efficiency Package Option 0p Reduced Interior Lighting Power with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. , r ..3 for addr1ional requirements. Maximum Allowed Lighting Wattage"' Location (plan #, room #) Space Type Ceiling Height NOTE 2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed area) g 1674) Lobby ANExhi Proposed Lighting Total Area Retail Display Allowance from LTG-INT-DISPLAY ',it Display Allowance from LTG-INT-DISPLAY "Olt 6 Allowed Watts I 0 3 te attage "OTE' L • room ° Fixture Description NOTE 4, 5, 6 F xtu s Fixtwune NOTE 7 watts Total Proposed Waits ma Proposed Retail Display Lighting from LTfirINT-D!SPLAY not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts• Interior Lighting i Ower Allowance Note 1- List all unique • • .. Note 2 - indicate ceiling • Note 3 - List all purposed ' • Note 4 - For proposed F. track lighting, list , Note 5 - For lighting equip Note 6 - Existing -to -remain • in fixture descri..,:. Note 7- For proposed W: ,, luminaires with sc lighting, enter the watts/lineal foot, • • Note 8 - Lobby Art/Exhibd rr isplay Note 9 - Calculation Area 6 a. Lighting fixture. lighting syste ; - types per Table C405.4.2(2) that occur in the project scope. Select space type category per , for atriums and spaces utrTaing the ceiling height adjustment per Table C405.4.2(2),. Footnotes ' r fixtures including exempt bighting equipment and existing -to -remain fixtures. - Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture. and balast - length of the track (m feet) in addition to the fixture, lamp, and ballast information. = nt eligible for exemption per C405.4.1, note exception number and leave WattsiFlxtrwe blank. # ;es shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. ', r ' : enter the lumina6e wattage for installed lamp and ballast using manufacturer cr other ' lamps, enter the manufacturer's listed maximum input wattage of the fixture (not he tamp adage of the transformer. For line voltage haclvousway systems, enter the larger of the attached enter the wattage limit of permanent current Nmiting device. Allowance is independent of the Maximum Allowed Lighting Wattage. ..7s_ in a budding addition may comply as a stand alone project or they may be combined with the to demonstrate compliance. Refer to C5021. from drop down menu. d thru f. type (if included). For Identify as existing approved source. For wattage). For low voltage luminaire wattage or 50 overall existing building Project Title: -144: (Iiitgeor -- Date %Of bill/ Interior Lighting Sy:tem Description 4trAr ter) vx.` 9tULfatif 140). 11711946. IZetEt!O ter Toole. icielostive, tx4 4ducematt Interior Lighting P Allowance Method i er 0 Building Area Method %Space -by -space Method Select method used in project. Interior Lighting C i ntrols 5 Luminaire Level power shall comply with the 40 All C405.2.1 - C405.2.8 Controls • C405.2 Exception Lighting Control (J_LC) • Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To comply WM C406.4, no less than 90% of the total installed interior lighting requited controls per C406.4. Dwelling Unit Inte Lighting 'or he Permanently installed interior 6ghting fixtures in dwelling units comply with: 0 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA 0 C406.3 High Efficacy Lighting 0 Exterior Lighting S Description 4 stem k Lighting, Motor, • and Electrical Permit Checklist, Pg. 1 LTG-CHK Revised August 2016 2015 Washington State Energy . Compliance Forms for Commercial Buildings Including R2, R3, R4 over 3 stories and all RI P► 1'. (1( J... _ _ , - , - Date The following Washington •,,,,.. to check a pemlk applicatkxl for compliance with the lighting, molar, and electricaI Commercial Provisions. requirements Location Documents tine in I Building tepartmeni- Notes infuntie tion is State Energy Code Applicability (yes,no,na) Code Section Component Compliance information required in permit documents LIGHTING CONTROLS r1 t C405.2 Lig • - ling contr s, _ .1 For all lighting fixtures, indicate lighting control method on plans for spaces and lighting zone(s) served, or exception taken tC405.2 F� Lu lig (L 'naire level , ng controls C) Indicate on plans all fixtures provided with LLLC in lieu of C405.2 lighting controls; provide description of control capabilities and e&rforrnance parameters WA C405.1 Lig un i rig in dwelling .. For penman►ently installed lighting fixtures In dwelling units, indicate lighting control method on plans for spaces and lighting zone(s) served, or demonstrate compliance with high efficacy exception C405.2.3 C405.2.1.1 C405.2.2.2 C405.2.4 C405.2.5 M uaI controls Indicate on plans the method of manual lighting control (whether combined with occupancy sensor, automatic light reduction, daylight responsive or specific application controls), location of manual control device and area or spedfice application it serves C405.2.2.1 C405.2.2.2 C405.2.3 lig = interior ual rig controls Indicate on plans which method of manual 50% lighting load reduction is provided, or whether lighting load is reduced via ocx upancy sensors or daylight responsive controls 1- t( ` C405.2.2 sh ' , • • of automatic -off control Indicate on plans the method of automatic shut-off control during unoccupied periods (occupancy sensor or time switch) for all lighting zones; Indicate locations where automatic shutoff is provided by other methods (occupancy sensor or digital timer switch) or which time switch control exception applies 1-' C405.2.1 C405.2.1.1 • • • • panwy sensor , • s Indicate on plans the spaces served by occupancy y senLi sors; Indicate whether occupancy sensor controls are configured to be manual -on, automatic 50%-on, or serve a space eligible for automatic 100%-on per exception 1'3 41tr � C405.2.1.2 • • • •• pancy sensor trotsrtztl s - Indicate aisleways and open areas in warehouse spaces provided with power by 50% panty sensor controls that reduce lighting C405.2.6 Di • iffiI timer switch Indicate required digital timer switch control funs for l when control is used C405.2.2.1 ,, time .• controls Indicate locations of override switches on plans and the lighting zone(s) served, Include area sq ft 1 11 C405.2.4.2 C405.2.4.3 r : tight zones - tight and tDplight Indicate primary and secondary sidelight daylight zone areas on plans, include sq. ft; IrtdiCate toplight daylight zone areas on plans, include sq. ft; For small vertical fenestration assemblies (rough opening less than 10 percent of primary daylight zone) where daylight responsive controls are not required, provide fenestration area to daylight zone calculation(s) 111 C405.2.4 • ytrght , • s Indicate on plans lighting zone(s) served by daylight responsive controls; Identify sidelight and topligM daylight zones that are not provided with daylight sensing controls and the exception(s) that apply Indicate on plans the lighting load reduction method - continuous dimming, or stepped dimming that provides at least two even steps between 0%-100% of rated power, Indicate that daylight sensing controls are configured to completely shut off all controlled lights in the lighting zone 1.1)10, C405.2.5 .. 'pacific li I controls application Ming controls Identify spaces and lighting tortures on plans that require specific application lighting controls per this section fp C405.2.5 - items 1&2 c 'splay li • and accentcase hting indicate on plans that display and accent lighting, and display lighting are controlled independently from both general area lighting and other lighting applications within the same space; Indicate manual and automatic fighting control method • 510R835K22W2104 10" Round Light 24R5LBZA067DEWN Strip Fixture 1st row with daylighting built in HARD GYP BD UD 2FXPH3L835-4-DS s 2FXP30L835-2-DS LRM2255 • LRM2260 • 1 Watt Wall switch 2X4 Fixture 2X2 Fixture Sensor Sensor LRS2220 Wall Sensor 7 0 ra 00 7 Do r 7 • • 1 LJ r 0 • 0 • Or HARD GYP BD LID REVIEWED FOR CODE COMPLIANCE APPROVED &K SALES R 7LECTED CEILING LA NOV 0 5 2019 City of Tukwila BUILDING DIVISION NEW 09-24-19 SCALE: 1 /8" = 1'-0" twi 0324 i-;ECEIVED CITY OF TUKWILA OCT 0 8 2019 ERIVIIT CENTER 1.101-4-TC31.11E12 by ®ignify Downlighting SlimSurface LED SSR, S7R & S1OR Round 5", and 10" Apertures SlimSurface is a 5/8" thi k LED surface mounted luminaire with the appearance of a recessed downlight. :asy to install into most standard j-boxes, the SlimSurface round apertures are av liable as a 5" 6501m, 7" 1000Im and 10" 22001m fixture. Ordering guide Series example: S5R830K7AL CR1 CCT Lumens Finish S5R SlimSurface 5" Round 8 80 9 901 27K 2700K 30K 3000K 35K 3500K 40K 4000K 7 6501m — White AL Aluminum BK Black W White AL Aluminum 8K Black S7R SlimSurface 7" Round 8 80 9 901 27K 2700K 30K 3000K 35K 3500K 40K 4000K 10 10001m — White AL Aluminum BK Black W White AL Aluminum BK Black Dimming blank ELV / Triac (120V) Z10U 0-10V (120V-277V) blank ELV / Triac (120V) Z1OU 0-10V (120V-277V) blank ELV / Triac (120V) 210U 0-10V (120V-277V) 510R SlimSurface 10" Round' 8 80 9 90' 27K 2700K 30K 3000K 35K 3500K 40K 4000K 22 22001m W White AL Aluminum BK Black MT Metallic I. configurations using 90 CRI ar: only available with 2700K 43000K CCT. 2.51imSurface LED 10 round instills into 4-11/16" ..1-box (not wet location listed). Features 1. Flange: One piece plastic molded white, applied al 2. Lens: High transmittance for smooth, comfortable I 3. Power supply: integral cl Factory wired electronic (see Electrical section for 4. LED Strip: Utilizes LEDs, 5. Lifetime: Expected lifeti backed by a 5-year warra 6. Compliance: Non-condu fight application (not app model), Dimming Intended for ELV/Triac (120 (120V-277V) based on the c supply conductors. SlimSurface-5in-7in-10in-R u • ange. Injection minum or black. ns allowing ght pattern. s 2 driver. ED driver specifications) 50,000 hours and ty" 've fixture for shower icable to metal trim ) or 0-10V dimming nfiguration. Min 90'C Electrical Electronic power supply: RoHS compliant. Class 2 power unit, Unit tolerates sustained open and short circuit output conditions without damage. Project Location: Cat No: Type: ---._-_-_, Temps: Notee: Labels Metal Oty: cULus listed. ENERGY STAR* certified. All models are damp location rated fo walls or ceilings, The 5' & 7" are suitable for ceiling mount wet locations when installeC per instructions. Electrical specifications Dimming Input volts Input frequency input current Input Power Tfilk Factor Power Factor Minimum Operating Temp. Slim 5" 6501m Triac 120V 50/60Hz 0.08A 9.5W <15% >0.9 -20*C 0-10V 120V 50/60Hz 0.09A 10.1W <2117% >0,9 -20'C 277V 50/60Hz 0,04A 10.2W <20% >0.9 -20"C Slim 7" 1000Im Triac 120V 50/60Hz 0.1 A 14.2W <15% >0.9 -20°C 0-10V 120V 50/60Hz 0,12A 14.4W <20% >0.9 -20'C 277V 50/60Hz 0.06A 14.7W <20% >0.9 -20'C Slim10" 22001m Triac 120V 50/60Hz 0.20A 23.2W <20% >0.9 -20'C 0-10V 120V 50/60Hz 0.20A 23.2W <10% >0.95 -20'C 277V 50/60Hz 0.09A 24.6W <15% >0.95 -20'C Fore more detail;, please see LED-DIM-DL spec sheet. " See Philips.com/warranties for warranty details. S5R-S7R-S10R 11/18 page 1 of 9 can BE WIEB EIMEM ModiFly is the new acti innovation has it all: co performance. Simple, y perfectly for a variety environments, where vi Ordering guide Family Venter,' MF MF ModiFly Voltage' D O UNV120- 3 347V 0 0 Straight Run Static Links Straight Run wi al -Links Pre -defined Patterns: TRIA Triangle Pattern CRSS Cross Patten SQRE Square Pattern HEXA Hexagon Patt oCTA Octagon Pa WHYY Y-Shape Pattern CUM Custom Pattern Driver' E Advance0-1OV (1%Dim) O UNV I2O-277V 5 Advance Sensor Ready (5%Dim) D UNV120-277V H L Low Voltage P PeE Lighting (48-54V DC) Controller Footnotes: 1. Nominal values within a range. Consult phot 2. Not all wiring types are available with all co 3. T-Grid On-Grld mounts (M6-x) are not avail 4. Version code for specification purposes onl 5. See Page 3 of spec sheet for how to specify 6. Interact Pro Is not available with 90CR1 1 7. Aux. Wiring not available on Tunable White, B.Tunable White option Is only available with ModiFly_SpecSheet 06/19 P n hero for lighting design. This next generation lighting emporary form, infinite design freedom, and undisputed t sophisticated, ModiFly has a styJe that lends itself spaces including open offices, education, and retail ual comfort and design continuity are essential. Lutron EcoSyster), LDEI (1% OUI) Type 5 S Suspended L Sour e CRI/CCT' 835 840 80CRIi4000K 635 8067V35008 630 80CR1/3000K 935 90CRIr3500K 812 2-channel Tunable White 80CRI : 2700-6500M (For PaE Lighting Controller only) Wiring Option' N 1 SmgteClrcuit N •E B Sensors" NN Lumens' 35 r 45 45001m/4ft 40 40001m/411 i 35 35001m/4ft 30 3000lm/4ft 25 25001m/411 20 20001m/4R 15 15001m/4ft Standard, No Option NN No Integral Sensor Aux. Wiring' 1 Battery Pack, Integral SZ Sp. -Arise DT DaylgM 6 Occupancy IP Interact Pro' NM No Integral Sensor NN Nolmegralsensce Interact Office Wired (PoE/ *itn Daylight & Occupancy No Integral Setup Fin H S V T 6 C Optics Q: Standard White Hero Gold Silver Nova Venom Black Titanium Silver Black Custom _f HB;K Offices T Row MFOSLa3535 I l Beck Row 120 E114 NN W Me-3-24 Example: MFOSL840450NO8DE1NNNW. M1-24 Distribution' Run length N 12 1tt Csulde N 75%Down/ ' 02 2ft 04 4ft OS 5ft 06 6R 08 8ft XX Conttnuous run in ift increments 25%Up Maud Type' M63 M1 Non -accessible ceiling, 0*-15* Slope Mount N2 T-Grid Fixed Position Mount M3 Non -accessible ceiling,0'-90` Slope Mount MS T-Grid 24' Span Mount (non tegular Ole only) M6-1 T-Grid On -Grid Mount 15/16" (non tegular tile only) M6-2 T-Gild On -Grid Mount 9/16'' (non tegular tile only) M6-3 T-Grd On -Grid Mount 9/16" x 5/16" (slot tee 8 tegular tile) etry data for CRI, coioi temp, lumens 6 distribution of chosen configuration_ figurations. Consult Ledallte fora complete list of available options. Tunable White, PoE, and Interact options requires separate controls hardware by Si ble with Quad -Link joints due to weight restrictions. product will ship as'MF05'. Bi-Unks can be articulated 180 degrees on site to create unique open patterns using linear modules. erns. r K options at 45001m/4R and 4000 Im/4R E, p Interact configurations. of Lighting Controllers. 1 of 7 interact ready. Y Suspension 24 ' 24 24" 48 48' 96 96' 144 144' ModiFly suspended Options and details Performance summary - suspended* LED Output (1m/ft) 3751m 5001m CRI* Energy (W/ft) Efficacy (1.m/W) 625tm 7501m 8751m 80 90 80 DO 80 90 80- _90 80 3.0 3.8 4.0 48 4.8 6.0 60 7,0 6.8 127 07 132 111 134 110 131 - 109 131 '80CRI values based on 4000K CCT; 9OCRI values based on 3500K CCT Lengths and dimensicns 8ft Luminaire 10001m 11=111 90 80 901; 80 90 8.3 7,8 9,4 8.8 10.8 109 131 108 130 109 8ft (2417rnm) 6ft Luminaire 6ft (1819mm) 6ft Luminaire Sfl (1518mm) 4ft Luminaire 4ft (1221mm 2ft Luminaire 2ft (623mm) Continuous rows ) With a variety of differ nt length options, continuous rows of ModiFly can be used to fill an open office fcrr comfortable, ambient illumination. The image above shows ModiFly with a static link between modules for continuous rows of luminaires. Cross section Finish options Hero Gold (H) Silver Nova (S) Venom Bleck (V) Titanium White (W) Silver (T) Custom (C) ModiRy_SpecSheet 06/19 Page 2 of 7 �� ��^�~U �� � �� suspended ���U���� �~� " � Predefined patterns Shake things up, and mcdifyspaces with ModiFly luminaires to create an endless array of patterns - whether it be pods of pendants or interconnected hexagons in space - ModiFly allows for ultimate flexibility, making lighting the key element of architectural design. The patterns below are just some of the examples ModiFly has to offer. Choose from one of these, or customize your own pattern. Triangle Square Order Code: TRIA Order Code: SORE Octagon Order Code: OCTA Example Pattern Configuration Details Hexagon Order Code: HEXA UF "= Order Code: CRSS X ����� p»m"x��mmwm"=*m""""`/"n*wY mw"mr*u""o'u"^ mAircraft Cables Y-shape Cross (2)power Cards Order Code* wmn Order Code: cma wr°",Mount ,*""w°" (3)w""'p"ra,Mount Canopies w/c"^=ps Configure custom patterns Can't find the right pre -defined shape for your project? Just sketch out your vision, and we'll bring it to life. For a quote, please email your sketch with dimensions to quotes.ledallte@slgnify.com wodiny-Speemeetmm ModiFty suspended ModiFly articulating links Harness the ultimate flexibility of on -site articulation of luminaires. Create one -of -a -kind designs with unique shapes and precision angles ModiFly's patent pending design of the factory pre -wired Bi. Tri, and Quad -link systems allow for articulating luminaires on -site, allowing for final touches of angulation to be just perfect. Static Link* 3 04. 77mm 3 E g Bi-Link 3 96" 100mm 'Static links apply to continuous runs only; all other links apply to patterns/shapes. Tri-Link 5.53" 140mm *1 E E Quad -Link 653.' Wionr» On -site luminaire rotation With fool -proof angulat on, rotation of pendant modules to achieve the look desired... becomes flawless. Simply match up the ma -kings on the arms of the link to rotate fixt.ire modules 7.5 degree increments (with markirgs at 15 degrees). 15 degree increment marki Igs to make onsite articulation, easy! ModiFly_SpecSheet 06/19 Page 4 of 7 I700cd1 45 0 --- 45 145' 90 155` 165' 175' 180' ModiFly s spended ModiFly - 4ft suspend d Photometrics Lumen Package rJommal CR & CCT Flux (tml Watts (W) Efficacy (lm/W) CRI R9 WELL ` DLC ''e .:' "- Photo try Report :ES F :e Resnt. BWM 1500 Im/4ft 2000 tm/4ft 2500 Im/4ft 30001m/4ft 3500 lm/4ft 4000 lm/4ft 4500 lm/4ft 0 8001, 35 r OK 80CR1,40r'K 90CRI,3510K 80CRI, 30r0K 80CRI, 3 .OK 80CRI, 40 r sit 90CRI,35ssK 80CRI, 30+0K 80CRI, 35 s OK 80CRI, 4 K 90CRI, 3530K 80CRI, 3000K 80CR1,:35DOK 80CR1,4000K 90CR1,3900K 80CRI, 3000K 80CRI, 3930K 80CR1,4COOK 90CRI, 3500K 80CRI, 3C 00K 80CR1,3'00K 8OCRI, 4000K 90CRI, 3 OOK 80CRI, 3( OOK 80CRI,3c00K 800R1,4 00K 90CR1,3500K '4 r 1A28 12 N8 83 10 1465 12 121 84 11 1535 12 127 81 4 1556 15 107 93 67 1940 16 124 83 10 1976 16 126 84 11 2068 16 132 81 4 2070 19 111 93 67 2438 19 126 83 10 2479 19 128 84 11 2594 19 134 81 4 2593 24 110 93 67 2895 24 123 83 10 2949 24 126 84 11. 3087 24 131 81 -4 3094 28 109 93 67 3365 27 123 83 10 3428 27 125 84 11 3588 27 131 81 4 3580 33 109 93 67 3846 31 123 83 10 3918 31 125 84 11 4101 31 131 81 4 4100 38 108 93 67 4303 35 122 83 10 4384 35 124 84 11 4588 35 130 81 4 4626 42 109 93 67 Yes Yes Yes Yes Yes Yes Yes Standard POF IES Standard PDF 1E5 Premium PDF 1E5 N/A PDF IES Standard POF IES Standard PDF IES Premium PDF , IES N/A PDF 1ES Standard PDF IES Standard PDF IES Premium PDF IES N/A PDF IES Standard POF IES Standard PDF IES Premium PDF 1E5 N/A PDF IES Standard PDF IES Standard PDF IES Premium PDF 1E5 N/A PDF IES Standard PDF IES Standard PDF 1E5 Premium -PDF IES N/A PDF IES Standard PDF IES Standard PDF IES Premium PDF IEi N/A PDF IES RFA RFA RFA RFA RFA RFA RFA Values per 4f t. Fixture photometry lit s been conducted in accordance with IESNA LM-79-08. IES files for this and other options can be downloaded online: at ledalite.com. "Luminaires painted in finishes other Oran standard white result In an up to 16% drop in light flux and efficacy. OLC Is only available for configurations with a standard white finish and no battery pack. '•The WELL Building Standard® is the first standard to integrate human health and wellness into the design,construction, maintenance and operations ofbuildings= Select ModiFly configurations contribute toward satisfying features L04 and L07 under the WELL Building Standard®. "'For 347V DLC listings, please visit this DLC 0PL website 13 45 180 28% Up 7 72% Down COEFFICIENTS OF UTILIZATION (%) 0 112 112 112 112 107 107 107 96 96 96 101 95 90 86 95 90�-86 81 77 74 2 1 91 82 75 . 69 86 1- 78 71 1 70 65 60 46 1 83 72 63 ! 57 78 68 _I 60 61 55 50 38 4 75 63 54 ▪ 48 71 60 ' 52 54 47 42 32 5 69 56 47 • 41 65 1. 53 ._ 45 48 41 36 27 6 64 50 41 35 • ' 60 48 40 1 43 36 31 24 7 1 59 1 45 4 37 31 55 , 43 ' I 35 39 32 27 21 8 _ _ 55 41 33 27 51 39 31 36 _ 29 24 15 ' 9 51 .38 29 24 48 36 _ 28 33 25 22 17 10 47 34 1. 27 1 22 45 33 - 26 30 24 19 15 CANDELA DISTRIBUTION Vertkal Angle 0' 15' 363 25' . 35' 262 45' 196 55' 133 65' 79 75' 41 85' 17 90 12 95' 12 105' 14 115' 14 125' 13 10 IlorFtoMalAnjle —I Zonal 45'� as. 1 9ff' 1 Lamm 392 392 . 392 97 416 ,_ 435 433_ 1. 41 410 488 • 555 - 569 136 155 109 110 122 160 123 127 123 168 124 1 109 ,1 134 135 125 119 110 +14 2 *Photometric data shown is for 2500 Im/4ft, 3500K, 80 CRI configuration ZONAL LUMEN SUMMARY 45' I 1 90 Zone Lumens %Ftsture - __ 5870 5870f 5870 , 0-30' 410 16.5% 5766 1- 5762 _ 6011 0-40' 702 28.39. ' : 5508 6129 6904 0-60' ' 1265 51.1% 25' 5060 6323 6967 0-90' 1786 72.016 35' 4453 _ 5863 5909 90-130' 475 19,29. 45'—. 3699 4972� 4526 90-150' 639--_. -25.8% 55' ; 2978 1 4117 i 3235 , 90.7180', 693 28,09. 65' : 2317 3345' ! 2234. 1 1 0-180' r 2479 .. ,- 100.09. 75' 1771 2769 1589 85' ? 1422 2526 1257 ModiFly_SpecSheet 06/19 `:ge 5 of 7 10 PERMIT COORD COPO PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0326 DATE: 10/09/2019 PROJECT NAME: H & K SALES SITE ADDRESS: 18360 OLYMPIC AVE S. X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: •Noc, 104 Building Division 9 (a' Public Works Fire Prevention Structural 11•1111111111111111111111111111111111111111111111111111111116 PRELIMINARY REVIEW: Not Applicable (no approval/review required) 0 nning Divisi Permit Coordinator II DATE: 10/10/19 Structural Review Required REVIEWER'S INITIALS: DATE: IMIIIIMINIIIIIIINIIIIII1111111111111111111111111111111111. APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 11/07/2019 Approved with Conditions T Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire El Ping 0 PW Staff Initials: 12/18/2013 CA Wxhingtoo SIAN' P11,41101011ot P4 Labor & industries (httosi/Ini.wa.gov) Contractors BOYCE CONSTRUCTION INC Owner or tradesperson Principals BOWELL, ROBERT SOWELL, SHERI Doing business as BOYCE CONSTRUCTION INC 628 SOUTH BRANDON STREET SEATTLE, WA 98108 206-264-8085 KING County WA UBI No. Business type 601 538 339 Corporation Governing persons ROBERT A BOWELL SHERI LUCILLE BOWELL; 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. BOYCECI066QQ Effective — expiration 11/18/1994— 01/21/2020 Bond DEVELOPERS SURETY & INDEM CO Bond account no. 178017C Received by L&I 12/07/2001 Insurance WESTERN NATIONAL MUTUAL INS Policy no. CPP119931300 Received by L&I 11/13/2018 $12,000.00 Effective date 11/1812001 Expiration date Until Canceled .$1,000,000.00 Effective date 11/18/2018 Expiration date 11/18/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts 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. License Violations No license violations during the previous 6 year period. 51TE ANb ul)mF-)IN(f:; STAT15TIG5 BUILDING CODEt IBC 2015 ZONING: C/LI 51TE AREA: 139,000 eF APPROX. FX. BUILDING A$9A: 68.800 SF NEW 1-14K SALES: 11;00 SR WAREHOUSE, 14,5I5 5F OFFICE 2,685 SF EX. SEARS 51,600 SF BULK RETAIL: 14,124 SF OFFICE 1,192 SF WAREHOUSE : 35,684 5F NO CHANGES TO USE TYPE OF CONSTRUCTION: IIIB 5PRINKLERED PARKING: EX. SHOWN: 56 STALLS PARKING: NEW STALLS: 9 STALLS PARKING TOTAL : 61 STALLS N.C. STALLS NEW 4 STALLS PARKING REQ"D:OFFICE 3,511 51=9 1/300 13 CARS WAREHOUSE 50,199O 1/2000 25 CARS BULK RETAIL 14,124 SF e 2.5/100ty -- 36.81 CARS TOTAL REQUIRED 15. CARS ?PE: TO REMOVE EXISITNG NON BEARING WALLS AS SHOWN, CONSTRUCT' "I.EW NON SEARING WALLS ADD NEW DOORS AND HARDWARE PER PLAN, REPAIR EXISTNG SUSPENDED CEILING AN15 RELOCATE '-IGHTS AS SHOW NEW FINSIHES THROUGHOUT. NO CHANGE IN BUILDING ENVELOPE ADA COMPLIANCE I. PER WA5H. STATE AMENDMENTS, 100,1.1, A MINIMUM OF ONE ACCE55150E MEANS OF EGRESS 15 REQUIRED WITH EXCEPTIONI, "ACCES5I5LE MEANS OF EGRE55 ARE NOT REQUIRED IN ALTERATIONS TO EXISTING BUILDINGS". Gt_vERSHIP C;/O CBRE 12126 GATEWAY DR SUITE 206 TUKWILA, WA 98168 ATTN: MR GREG COLEMAN 206-431-8336 SEPARATE PERMITS: ELECTRICAL HVAC PLUMBING SPRINKLER TAX 11D NU1 15ER: 1888S0-0155-I06 LEGAL IDE5GRIPTION 50UTHCENTER SOUTH INDUSTRIAL PARK LOTS 19 AND 20 AMEND TUKWILA SHORT PLAT NO MF 18-19-55 RECORDING NO 15012101e8 5D PLAT DAF- BEG 51W COR LOT 16 PLAT OF SOUTHCENTER 50UOTH INDUSTRIAL PARK THEN N 18-36-10 W 360 FT, TH N 11-23-50 E 59825 FT, TH ALG CURVE TO RGT RAD 110 FT ARC D15T 112AS FT THRU C/A 90-00-00, TH 5 18-36-10 E 450 FT, TH ALG CURVE TO RGT RAD 110 FT ARC DIST 112.19 FT THRU CIA 90-00-00, TH 5 11-23-50 W 64625 FT, TH ALG CURVE TO LFT RAD 50 FT ARC D15T 18.54 FT THRU CIA 90-00-00 TH N 18-36-10 W T POB. I W W n I V l REMOVE EXISTING i P.1L� 4(oV VACATED RAIL EASEMENT BETWEEN BUILDING& 30'-0" FIL Paartnit No. o. Plan review approval Is subject to errors and omissions. Approval of construction documents es�""`""""-" not authorize the violation of any adopted code r ordinance. Receipt of approved Field Copy an con dt 5 le d: z ey. Date t_ _ City or 7ukwifa BUILDING DIVISION - —L—REftleNg - -' No cr:aPpes shall be made to the sco of work wnnour pr,.O' approval of t� Tukwila Building Dwlslon @ NOTE: Revisions will reduue a new ' n pi 4bmdtal and may include addlhonal olarM view. I 30 ry �- o a _ o 1 I sEPARATH PER IT I R�uM ohao t (�j EIBGVtGeI piumbin)W a Gas Pi ng b ° a ° a City of Tu In NEW BULK RETAIL EX. WAREHOUSE suttOtN�ot stoN v N T A A � � in 14,124 SR 35b84 5F. A H 5E 45 S 85 P. t^ IL IL m O I I b a e b (n0� EX. OFFICE FIRST 0I °I 1,192 S.F. ( t0 co q r EX. OFFICE SECOND N 64 5F OF r I'm S.F. ry <( a o o a z� J / N N 0 l.t.l I vv Mco w Ox - - _ <q 0 W 0 I _ 16'-O" 24' CONCRETE SIDEWALK,-- W LK D SPH LT LE L @ 0 I VAN H.C. c. C. Q -6' 8' 8' 2m85'=11' 24'-0" 1-0 '-01 '-0' EXISTING8�8'-6"=68'r,' � ° NOCNANCxESING El i� 18360 a c c c e w O t--J — — P.L. 410' — — — — — — J EX. CURB CUT EX. CURB CUT E- RECEIVED AVENUE SOUTH CITYOiTIUKWILA 0 �o OCT 0.9 2019 t-401T CENTER l--1 5. 180TH W a a Z 51TE FLAN 517E MDUWAMISH EANDERS RIVER9 SCALE: I"=20' g 0 "° 18 co D 101 2-4 w 00 d ' = REVIEWED FOR RECEIVED 9 ODE COMPLIANCE CITY OF TUKWILa1 �{ sf APPROVED OCT 0 9 2019 �� >u' 6` NOV 0 5 2019 PERMIT CENTER J �- S• 184 ry City of Tukwila T 1 U BUILDING DIVISION 3 !`.{h.,......a..s...,.,wc..u........tnt .......vn_-..__-.nnrunnnm......n...-.-.-...... .-.. ... .t.-.. ..... ............... ...... .. ._..-_ _ _._ .__._ ._ _.___. RIM Ri HALL T I OFFICE ol SAW CUT 6LA5 AND FOR NEW %OCK LEA VERIFY SIZE 48'-10" REMOVE EXISTING DOOR AND FRAA REMOVE EXISTING POOTION OF WALL NEW DOOR—n REMOVE ONCE FROTION OF EX. WALL FOR NEW ENTRY Rig OPEN OFFICE ADA REMOVE EXISTING 12 DOOR AN[) WINDOW,_ PROVIDE OVERHEAD HEADER 6" BELOW 11 LOWEST CEILING REMOVE EXISTING DOOR AND SIDE JAf58 OPEN OFFICE REMOVE EXISTING - DOOR AND SIDE JAM55 AND PORTION OF WALL FOR NEW OPENING AND DOOR WI Wl m / I 35'-3" OFFICE OFFICE RR OFFICE I) u} I II\ \ \ II 1 I I NK 5ALE5 OVERALL FLOOF FLAN IDMO SCALE 1/8" = 1'-6" NOTES: 13,4, 1. CAP ALL UN USED PLUMBING 2. REMOVE ALL ELECTTRICAL IN DEMO AREA, PUT IN J-50X AT CEILING AND LABEL AS TO CIRCUIT AND PANEL. 3. REMOVE ALL EXISTING FINISHES IN DEMO AREA, REMOVE ADHESIVE, ETC 4. SALAVAGE DOORS AND JAMBS AND LOCATE PER OWNER 5. REMOVE ALL EXISTING CABLE AND TELEPHONE THROUGHOUT SPACE. E*5TIN6 DO6 SCHEDULE: REPLACE EXISTING HAR0WARk WITO LEVER H4gDLE6 E1 EXISTING VXl' H. MTL DOOR, NO CHANGE E2 EXISTING 3'Xl' STOREFRONT DOOR NO CHANGE E3, IJE, EXISTING 3'Xl' Sr- WOOD, WOOD JAMB, TO BE REMOVEd E5A,11,12, EXISTING 3'Xl' SC WOOD, NO CHANGE 13,16,1 E6,9,10,14 EXISTING 3'Xl' SC WOOD WITH EATHERSTRIP, NO CHANGE NEW DOOR SCHEDULE: REUSE EXISTINGs DOORS, MATCH EXISTING,1°ROVIDE LEVER HANDLES NI-N4 NEW OR REUSED 3I-0"X1'-0" _5C WOOD DOOR: AND WOOD JAM66 TO MATCH EXISTINGs, 11/42 PAIR BUTTS, LOCKE&, SILENCERS, WALL STOP NEW WALL SCHEDULE: I NEW 3 5/8" X 20 GA STEEL STUDS; AT 24" O.C., T14RCZH GRip AND GRACE TO ADJACENT WALL OR TO ABOVE, SOUND GATT INSULATION, 5/8" GY ED EACH SIDE NEW ROOM SCHEDULE: m REMOVE:XIS1 INCH FLOORING T1�1ROU*IOUT,_ ;9 - OFFICES TO RECEIE NEW. CARPET, RUEeEIR SASE, N BEW WALL PAINT - RESTROOMS TO RECEIVE NEW SHT VINYL WITH 6" COVE SASE, NEW PLASTIC LAM WAINSCOT, AND NEW PAINT EX._WINpOW SCl•1EDULE: EXTERIOR Nd CHANGES WI EXTERIOR STOREFRONT WINDOWS NO CHANGE NO -CHANGES TO BUILDING ENVELOPE N 4K 54LE5 0 z OVERALL FLOOR PLAN N5W 09-24-113 SCALE: 1 /8" = 1'=0" RECEIVED CITY OF TUKWILA OCT 0 9 2019 PERMIT CENTER FOR WALLS GREATER THAN S'= 0" IN 2A WOOD STUD WALL (SEE SCHEDULE) WIDTH WITHOUT AN INTERSECTING WALL, — 2x WOOD BLOCKING PROVIDE FLAT STUD - TYPICAL WALL 2 1/2" WOOD C41k. - STAINED TO ADJACENT WALL OR FRAMING STRUCTURE ABOVE I I/V x WOOD JAMS - STAINED AND TOP OF WAL SEE f�FLEC7ED 5/8" GYP. BD• (TYPE 'X' - FIRE 5/8" x WOOD STOP - STAINED CEILING PLAN ATTACH 50TTOM TRACK TO CONC. RATED WALLS) FLOOR W/ POWDER ATTACH TOP BRACE DRIVEN ANCHORS ACOUSTICAL 5LANCET TO TRACK AT 24" O.C. a SOUND WALL. WITH 2 = "6 x 1 US" LONG CONC. SLAB ON GRADE 2 1/2" RUBBER SCREWS AT 2'-tD" O.C. SASE -CARPET ~'� o TYPICAL STUDS - 3 5/8 a a 20GA. STEEL - 24" O.C. SOLID CORE WOOD DOOR (FOR WALL INSULATION SEE CAULK GYP. BD. TO FLOOR STAINED PLAN) 5/6" GYP. 50. E;4. o ALL SOUND AND INSUL. SIDE (FLUSH FINISH). WALLS 5/5" GYP BD. EACH SIDE RE;VICEWED FOR nTYF. WALL TO REFLECTED CEILING n TO SLAB WOCO � CODOMPLIANCE t 1LUALL M TAI SCALE: I" • 1'-0` SEG71 SCALE. I-V2' = 1'•0` SECTI SCALE: 1-V2' - 1'-0' TI m (0 V) CA M I- 00OD I I r7 0S� N ry V) Q� C�Ot�D z '- 00 vv M J 1--o �~ o x V) � . EL 0) mu meo z 0 Z W z rUr-� O + FD w 0 H U1 E- 0 4 0 E- P-1 W a Z W a Q E � �/�rEy a0 0 co Co0�D a .=3 U) E- nvr v .-.- City of Tukwila BUILDING DIVISION cl. i'Pcib cn„T4nn�=n uov c:. T-2 vG LIGHT FIXTUI;ms OFFI.GE, REFLECTED CEILING PLAN • • SCALE 1/5" = 1'-0" DEMO NOTES: I. REMOVE 15 EXISTING 2X4 FLUORESCENT LIGHTS, TO SERE LOCATED 15X88=1,320 WATTS, REMOVE 3 2X2 FLUORESCENT LIGHTS 3X66= 198 WATTS_ TOTAL REMOVED 1,518 WATTS 2. REPAIR EXSITING GRID, LEVEL, ETC 3. REPLACE DAMAGED CEILING TILES TO MATCH EXISTING z REFLECTED CEILING PLAN NEW SCALE: i /W = I'-0" NEW NOTES: 1. RELOCATE 5 EXISTING FLUORESCENT LIGHTS, TO BE RE LOCATED 2. PROVIDE NEW SWITC 4ING AS REQUIRED FOR NEW SPACES, PROVIDE OCCUPANCY SENSORS IN NEW ROOMS 510R.835K221.1210410" DIA RECESSE15 LED 11X24= 264 WATTS 24R5Lf3ZA061DEWN SURFACE STRIP LED 5X126= 630 WATTS RELOCATE 12X2 1X66 = 66 WATTS RELLOGATE 2 2X4 2X88 m;116 1�4-76 1,136 WATTS REMOVED 2X4 15X88 = 1,320 WATTS REMOVED 2X2 3X66 = W WATT TOTAL WATTS REMOVED 1,518 WATTS PROVIDE OCCUPANCY s1=NSORs IN FIRST ROW OF L16HTS REVIEWED FOR CODE COMPLIANCE APPROVED NOV 05 2019 City of Tukwila BUILDING DIVISION W m F mUj p a a o o U o N.-0) CD(D cnto 0000 I I N t0 CD cc (N N W O X 0 o=� �U) Q Z M J �co � Q - V) 0) z Q Q x z W d ��D E- E—+ 0 Q W N z Z r� Q E-, o � co0E- a � �U)E RECENED CITY OF TUKWILA OCT 0 9 2019 r ERN)IT CENTER T_3 #4 �r @ 24"o.c. (E) PAVING (E) CONT #4 CONT. TRIM ELEV.mbmw ( POCK LEVELER Q4x4x'/6 CONT. j j TRIM w/ Y2 ox6" ET.W.H.S @12"o.c..-- a I ' W4 NOSING II III YII 6" CONC. SLAB w/#4 @ 12' o.( EACH WAY — PANEL CUT (E)SLAB AS REQ'D NEW CONC. SLAB TO MATCH (E)SLAB w/#4 @ 12"o.c. E.W: #4x2'-O" @ 12"o.c. EPDXY GROUT 6" MIN INTO EXISTING SLAB— T �gg� 0 �.. I I IPTI II ° #4 @oW. 12"o.c.?N� 2-#4 n SECTION A-1.0 SCALE: 3/4"=l'-O" II- (E) SLAB- w o #4 DOWEL EQ '-EPDXY GROUT #4 DOWELS EQ. 6" MIN. INTO TO MATCH (E) PANEL HORIZ. REINF. IN PIT WALLS n lof #4 VERT. J @ 12"o.c. DETAIL a Y4"=l'-O" DOCK LEVELER BY OTHERS SPECIAL: INSPECTION PROGRAM STRUCTURAL, STf>EI, Special inspections and non -distill etive testing ofstructuml steel elements in buildings, structures and portions thereof shallbe in :accordance with thequality assurance Inspection requirements ofAISC 360; REQUIRED SPECIAL INSPECTIONS AND TEST OF CONCREI[ECONSTRUCTION .JYPE. CONTINUOUS. PERIODIC -- REFERENCED - -- . REFERENCE WSPECTiONS INSPECTIONS STANDARD 1 {{Inspection ofminforc ag steel; including prestressing tendons, X ACI 318:3.5, 7.1 7.7 1908.4 (and placement. 2. 'Reinforcing barwelding; - ia Verify weladability ofieitforc ug bars other than ASTbI A706 X AWS 61.4 Jb.Inspectsingle-passfilletwakls, inawnuni 5/16";and X A318:264.4 CI Ic. inspect all othermelds_ _ _.-. _..... X.._. .._... ,_. ..,. ...... _... 3..ihispection ofamchors castor concrete -- X AC131817.8.2 --- 4. jTns Pect auction; P ost installed inhardened concreteniembers. ja Adhesive anchors installed in horizontally orupwatdly X - -- --- ACI 318:17.8.2.4. - niched orientations to resist sustained tension bads lb. Mecbanical anchors inid adhesive michois not defineed it 4.a. X _ 5'- 3IS: Ch. 19; 26A.3; 1904.1, 1904.Z Verifying use ofregnled design mix __ . XACI 26.4.4 1903.2, 1908.3 6; iPriorto concrete placement, fabricate specimens forstrength test ASTM C172,ASTM 1perfomn slump -and aireouteat test, and detentin the toIniperahue X -- C31, ACI 318:26.4,. 1908.10 {ofthe concrete 26.12' 7.,-jhtspectioi ofconcrete mid shotcrete placement forproper - X - ACI318: 26.5 1908.6, 1908.7.. lapplicai�tricchnktues; 1908$' S. 'Verify maintenance ofspecifred caring teiaperature and X ACI 318:26.5.3- 1908.9 I techniques. 26.5.5 REQ11,111SED SPECIAL INSPECTIONS AND TESTS OF SOILS. TYPE CONTINUOUS PERIODIC INSPECTIONS INS PECTIONS. 1. jVerifymaterials below.shallowfoundations are adequate to ' _ X jachievethedesign beazitg capacity:. 2__.' Verify excavations are eitemled to proper depth and have teached propermaterial.. W X.. .. _ .__ . _ ..... ..-_.- ',. _ 3:,. IPerfoniiclassification and testing of compacted fiIlmaterials. - X 4: Verify use ofpropermaterials,densities and lift thicknesses Y _ !during placement and compaction of compacted£ill _ 5.,. IPriorto placement ofcompacted Fill, inspect subgrade and verify -- Y itliatsite has been prepared properly. Special Inspection/Testing Pioerur Notes. j I '- 1.,.lihespecialinspector shallbe a qualified person who shalldenronstrate competence to the satisfaction oftbe Building Officialforthe type jofinspections listed. -. _ -.( -.... � I -._-- _. 2: {Ifnecesvary; the contlactorshallarmut e apre coiistmetion meet rig wth theAsh ect; Engineer, Building Offe al Test rig Agency to rev zw!] e ..... , . -r_ . , _...� _ ._._ -. . ....-._.._. . . �. . .�speciatiuspection progmrn. ( _ �� _1-.. ... 3. 1buties of -the Special Inspector include, but are not limited to: j la ;Observe the work for conformance vvHh the approved peniit plans and specifications. Discrepencies shallbe brought to the attention of the Contractor for correction. if unconeeted. them to the attention of the Archnect, Eng ineer, and Building Official b. i Issue Inspection Reports for each Inspection to the Coutiacton Arch iiect, Ergmeer, and Building Official as a minimum. The reports sh allbe 'issued it a finely manner. ,c. ;The Special inspector shall submit a for al report stating whether the walkrequiring special inspection uas inspected, witethertlre vwrkwas 1 !completed ii confo mmice wib the approved plans mid specifications: and'a tether the Nvorkwas in conformance with any applicable Iwvoikmanship provisions of the applicable code or standard. 4.., SSpecial inspections and testing requirements apply equally to allbidderdesigned components. 5. ;F b icators shallsubmit a celtifinate ofcompliance to the Building Official stating that w ,rk was completed in accordance with the approved 1 -astill ctiaim documents. I N PARTIAL FOUNDATION PLAN SCALE: Y4"=l'-O" NOTES: 1) VERIFY CONDITIONS AND DIMENSIONS IN THE FIELD. NOTIFY ARCHITECT AND ENGINEER OF DIFFERENCES. GENERAL NOTES CODE: INTERNATIONAL BUILDING CODE, 2015 EDITION BUILDING RISK CATEGORY = II WIND DESIGN INFORMATION: WIND LOADS ON THE MAIN WIND -FORCE RESISTING SYSTEM(MWFRS) WAS DETERMINED USING THE ENVELOPE PROCEDURE: WIND SPEED (BASED ON TABLE 1609.3.1 OF IBC 2015): V„ It = I10 MPH Vs:a = 85 MPH EXPOSURE"B" A= 1.00 K,,t 1.00 SEISMIC DESIGN INFORMATION: SS = 142.2 % Sos = 0.948 St - 53.0 % Sm 0.530 I,, = 1.0 SITE SOIL CLASS = D SEISMIC DESIGN CATEGORY =D FOUNDATIONS: SOIL BEARING CAPACITY ASSUMED TO BE 1500 PSF. SOILS ENGINEER TO VERIFY IN FIELD ALL FOOTINGS SHALL BEAR ON UNDISTURBED EARTH OR SOIL COMPACTED TO 95 MODIFIED PROCTOR PER ASTM D-1557. ALL EXTERIOR FOOTINGS SHALL BE 18 INCHES MINIMUM BELOW LOWEST ADJACENT GRADE. CONCRETE: ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE, HAVING A UNIT WEIGHT OF APPROXIMATELY 145 POUNDS PER CUBIC FOOT. 28 DAY COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS: - CONSTRUCTION & EXPOSURE MAX W/C AIR CLASS RATIO CONTENT INTERIOR SLAB ON GRADE 3,500 PSI FQ SO, WO, CO N/A N/A CONCRETE SUBMITTALS SHALL CONFORM TO ACI 318 CHAPTER 26. MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE IBC AND ACI CODE 31 S. PROPORTION OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX, WITH A MAXIMUM SLUMP OF 51NCHES, WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. ANCHORAGE TO CONCRETE: EPDXY FOR FASTENING ANCHOR BOLTS AND REBAR INTO EXISTING CONCRETE TO BE SIMPSON SET-XP EPDXY ADHESIVE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. SPECIAL INSPECTION AND INSTALLATION PER ICC-ES REPORT ESR-2508. ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER. ANCHORAGE SUBSTITUTION REQUESTS REQUIRE ADDITIONAL ENGINEERING. SERVICES. REINFORCING STEEL: ALL REINFORCEMENT SHALL CONFORM TO ASTM A615. ALL REINFORCING SHALL BE GRADE 60 (Fy = 60,000 psi; Fs = 32,000 psi). LAP CONTINUOUS REINFORCING BARS IN CONCRETE AS INDICATED BELOW. CORNER BARS (I'-7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES. MINIMUM LAP SPLICE LENGTHS FOR CONCRETE BAR SIZE Pc=3500 #4 26" #5 33" #6 40" THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT (UNLESS INDICATED OTHERWISE ON DRAWINGS): A) CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH........... ................................................................. .........3" EARTH FACE B) .CONCRETE EXPOSED TO EARTH OR WEATHER (CAST IN FORMS) #6 THROUGH #18 BARS ........:.......:.................__ ................... 2„ #5 BARS & SMALLER ...................:.................... ........... ......1-1/2" C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS & JOIST-#11 BAR & SMALLER.. .............. 3/4" BEAMS & COLUMNS............................................................. 1-1/2" STRUCTURALSTEEL: STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 (Fy = 36,000 psi) OR ASTM A992 GRADE 50 (Fy = 50,000 psi). APPLY PRIMER COATS PER ARCHITECTURAL SPECIFICATIONS. WELDS NOT SPECIFIED SHALL. BE 3/16" CONTINUOUS FILLETMINIMUM. ALL WELDS TO BE IN ACCORDANCE WITH AWS DLI AND D1.8 AND BY WABO CERTIFIED WELDERS. USE FRESH E70XX LOW HYDROGEN ELECTRODES. SPECIAL INSPECTIONS:. SPECIAL INSPECTIONS PER IBC SECTION 1705, A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS FOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, SHUTLER CONSULTING ENGINEERS, THE OWNER AND THE ARCHITECT BY THE TESTING AGENCY FOR REVIEW. THE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING AGENCY APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING INSPECTIONS SHALL BE PROVIDED AS A MINIMUM; ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING DEPARTMENT SHALL ALSO BE PERFORMED. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. SEE SPECIAL INSPECTION FREQUENCY TABLE ON THIS SHEET FOR BOTH ON SITE CONSTRUCTION AND OFF SITE FABRICATION. SHOP DRAWINGS: SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS CONSISTING OF REPRODUCTIONS OR COPIES OF ANY PORTIONS OF THE STRUCTURAL DRAWINGS WILL NOT BE ACCEPTED AS SHOP DRAWINGS NOR REVIEWED BY THE STRUCTURAL ENGINEER AS SUCH. 1) REINFORCING STEEL a)structural concrete elements i.e. beams, walls, col, figs, etc. 2) STRUCTURAL STEEL ITEMS THE ENGINEER of RECORD WILL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY. VERIFICATION OF DIMENSIONS AND QUANTITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE NOT GUARANTEED BY THE ENGINEER OF RECORD. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE AND TWO COPIES; REPRODUCIBLE WILL BE REVIEWED AND RETURNED. SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER. SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE STRUCTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THATALL CONSTRUCTION IS IN FULL. AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. SPECIAL CONDITIONS: THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION. DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECTS APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC. REVIEWED FOF CODE COMPLIAN, APPROVED NOV 05 2019 City of Tukwila DECEIVE BUILDING DIVISI, CITY OF TUKwILA OCT 0 9 2019 PERMIT CENTER C� V 2 V y `u c t�i o waw � O o m EE L W 3 c BAN y a v =cam n U W o ¢ - 3 n;,s of E-E z E I N CA c e c � � I I N m OQ�€ O a- N 0 In N w 0- o w ap 00 00 oo LL Z) Wp .0 0 <0 Qz w U) U rJ = U) aU) 0 Q 06 06 J = LtJ m Z COw 00 ~ O Z w z W ENGINEER: AH CHECKED BY: JH DATE: 10-1-19 JOB No.: 19-01.70 SHEET No.: I 1 OF 1