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HomeMy WebLinkAboutPermit D19-0022 - INNOVASIAN - 4 OPENINGS IN CONCRETE TILT-UP WALL FOR WINDOWS AND 2 PRIVATE OFFICESINNOVASION 116 ANDOVER PARK E D19-0022 ILA �~^�xx °~� ^U ""��� ��o Tukwila ����� ^ ' Boulevard, ' � '� ��� ��ou��uoncen�er*uue*zuu Tukwila, Washington Q818O Phone: --- ----- |nspe#|onRequestUne 206-438'5350 Web site: http://www.TukwilaWA.gov Parcel No: Address: 0223000060 I16ANDOVERPARK E Project Name: |NNOVA5iAN DEVELOPMENT PERMIT Permit Number: [)19-0022 Issue Date: 11/6/2019 Permit Expires On: 5/4/2020 Owner: Address Contact Person: Contractor: Address License No: Lender: BLAKELEY REAL ESTATE LLC 7QOOSE28THST#Z]6,MERCER ISLAND, WA, 98040 MIKE BAILY 6SZSlSTHAVE NYV 5UITE2ZO, S[xTTLE'VVA 98117 TEK{|NECONSTRUCTION INC 736S[H|CAGO ST,5EATTUE WA, 98108 TEKLK]962NF |NNOVAIk4N 116ANDOVERPARK E,TUKVV|LA,WA, 98188 Phone: (206)283-4764 Expiration Date; 6/3/2020 DESCRIPTION OFWORK: PROVIDE 4 NEW OPENINGS IN EXISTING CONCRETE TIL-UP WALL FOR NEW WINDOWS IN SECOND FLOOR OFFICE AREA. PROVIDE TWO PRIVATE OFFICES. Project Valuation: $20\000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: U|B Electrical Service Provided by: TUKWILA Fees Collected: $861.25 Occupancy per IBC: B Water District: TUKVV|LA Sewer District: TUKVV|L4 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: WACities Electrical Code: VVA[Z96-46B: 0/AState Energy Code: 2017 2017 Public Works Activities: Channe|izat\on/Striping: CurbCut/Access/S)dewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|inU/Oven|zeLuad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 8 Fill: O Number: B No Permit Center Authorized Signature, Date: �w, _ / ���� ~^ � ��� |hearbycertify that | have read a edthisponnitandknowthosametobet/ueandcur/ect. 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 cancelthe provisions ofany other state orlocal laws regulating construction orthe performance ufwork. |amauthorized tosign and obtain this development permit and agree tothe conditions attached tothis permit. Signature: Print Name: �y yi�wvE Date: // /' L —/; ~ / This permit shall become null and void if the work bnot commenced within 18Odays for the date ofissuance, orif the work is suspended orabandoned for aperiod oflO0days from the last inspection. PERMIT CONDITIONS: l: 'BUILDING PERMIT [ONDDlONS*** 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. AS[E7,Chapter 13. 6: Partition walls shall not betied toasuspended ceiling grid. All partitions greater than 6feet inheight shall belaterally braced tothe building structure. Such bracing shall beindependent ofany ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 0: 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 bedetermined hythe building inspector based onsatisfactory completion ofthis requirement, 9: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 17: 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) 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 14: 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). 19: 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) 18: 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) 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 4046 SI-EPDXY/EXP CONC 0406 SUSPENDED CEILING 0601 WALL INSULATION CITY OF TUKWA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Building Perm No. p I ON Project No. Date Application Accepted: ( ~-I'" 1 / 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: 116 ANDOVER PARK E King Co Assessor's Tax No,: 022300-0050,0060 Suite Number: Tenant Name: INNOVASIAN PROPERTY OWNER Name: BLAKELEY REAL ESTATE LLC Address: 7900 SE 28TH ST #236 City: MERCER ISLAND State: WA Zip: 98040 CONTACT PERSON — person receiving all project communication Name: MIKE BAILY - LDG ARCHITECTS Address: 6525 15TH AVE NW #220 City: SEATTLE State: WA Zip: 98117 Phone: (206) 399-0434 Fax: Email: MIKE@LDGARCHITECTS.COM GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Floor: 2 New Tenant: ❑ Yes ® ..No ARCHITECT OF RECORD Company Name: LDG ARCHITECTS Architect Name: ED LINARDIC Address: 6525 15TH AVE NW #220 City: SEATTLE State: WA Zip: 98117 Phone: (206) 283-4764 Fax: Email: ED@LDGARCHITECTS.COM ENGINEER OF RECORD Company Name: CT ENGINEERING Engineer Name: CRAIG ROBERTS Address: 180 NICKERSON ST #302 City: SEATTLE State: WA Zip: 98109 Phone: (206) 285-4512 Fax: Email: CROBERTS@CTENGINEERING.COM LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: l Address: (t J.t.--/e, a CityTo r_ ,y State: Zip: o t gg H:\Applications\Forms-Applications On Line\2011 Applicatrons\Pennit Application Revised - 8-9-11.doca Revised: August 2011 Page 1 of 4 UILDING PERMIT INFORMATION 6-4 -3670 20,000 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ 2,500,000 Describe the scope of work (please provide detailed information): PROVIDE 4 NEW OPENING IN EXISTING CONC TILT WALL FOR NEW WINDOWS IN SECOND FLOOR OFFICE AREA. PROVIDE TWO PROVATE OFFICES Will there be new rack storage? 0.....Yes 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 1s1 Floor 12 III-N SP B,S-1 2"d Floor 12 3 III-N SP B 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage AttachedCaqort 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: Compact: Handicap: Will there be a change in use? fl Yes D No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ie Automatic Fire Alarm EJ None El Other (specify) Will there be storage or use offlammable, combustible or hazardous materials in the building? D.__ Yes .....No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 paper including quantities and Material Safe Data Sheets. SEPTIC SYSTEM E] 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 - 8-9-11.docx Revised: August 2011 Page 2 of 4 PUBLIC WORKS PERMIT INFO 'ATION - 206433-0179 Scope of Work (please provide detailed information): Call before you ]Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ...Tukwila 0 ...Water District #125 El ...Water Availability Provided Sewer District j ...Tukwila 1=1 ...Sewer Use Certificate Highli:ne 0 ...Valley View El .. Renton 0 ...Sewer Availability Provided El .. Renton .. Seattle Septic System: O On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 1: ...Civil Plans (Maximum Paper Size — 22" x 34") El ...Technical Information Report (Storm Drainage) 0 ...Bond 0.. Insurance 0.. Easement(s) Proposed Activities (mark boxes that applv): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 El ...Total Cut 0 ...Total Fill cubic yards cubic yards • Geotechnical Report O .. Maintenance Agreement(s) 0.. Traffic Impact Analysis ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) LJ .. Right-of-way Use - Profit for less than 72 hours .. ▪ Right-of-way Use — Potential Disturbance o .. Work in Flood Zone O .. Storm Drainage Ej ...Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Grease Interceptor 0 ...Cap or Remove Utilities 0 .. Curb Cut 0 .. Channelization El ...Frontage Improvements 0 .. Pavement Cut El .. Trench Excavation El ...Traffic Control 0 .. Looped Fire Line D .. Utility Undergrounding ..• .Backflow Prevention - Fire Protection Irrigation Domestic Water 0 ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size .. WO # 0 ...Water Only Meter Size WO # 0 ...Sewer Main Extension Public 1:1 Private 0 ,.,Water Main Extension Public 0 Private 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 11 ...Water 0 ...Sewer D ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H: \ Applications Worms -Applications On Line \ 2011 ApplicationsTermit Application Revised - 8.9.11.docx Revised: August 2011 Page 3 of 4 PERMIT APPLICATION NOTES — e Value of Construction — In all cases, a value of construction amount should be entered by the applicant e 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 9(1 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). t , I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR 'AUTHORIZED AGENT: Signature: Date: 01/15/2019 Print Name: MIKE BAILY Day Telephone: (206) 399-0434 Mailing Address: 6525 15TH AVE NW #220 SEATTLE WA 98117 City State Zip H:\ApplicalionsWorms-Applications On Line \2011 ApplicationsTerrnit Application Revised - 8-9-11.docx Revised: August 2011 Page 4 of 4 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $541.51 D19-0022 Address: 116 ANDOVER PARK E Apn: 0223000060 $541.51 DEVELOPMENT $516.91 PERMIT FEE R000.322.100.00.00 0.00 $491.91 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $24.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18975 R000.322.900.04.00 0.00 $24.60 $541,51 Date Paid: Friday, November 01, 2019 Paid By: INNOVASIAN CUISINE Pay Method: CHECK 65607 Printed: Friday. November 01. 2019 1:14 PM 1 of 1 DESCRIPTIONS I ACCOUNT QUANTITY PAID PerrnitTRAK $319.74 D19-0022 Address: 116 ANDOVER PARK E Apn: 0223000060 $319.74 DEVELOPMENT PLAN CHECK FEE $319.74 R000.345.830.00.00 0.00 $319.74 TOTAL FEES PAID BY RECEIPT: R16534 Tx; $319.74 Date Paid: Friday, January 18, 2019 Paid By: LDG ARCHITECTS Pay Method: CHECK 6296 Printed: Friday, January 18, 2019 10:08 AM 1 of 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 roject: /40eVA/s.S7g://1, Type of nspec " n: i /V6 79' ddress: 22$ ar-A Date Ca led: Special ns c ns: CA74,/ Date Wanted: a. p.m. Requester: Phone No: Z454e -7 ct _ proved per applicable codes. Corrections required prior to approval. CO MENTS: ni-t3cA vieD 17A4-1-, ns pector: Date: 22 REINSF'ECTION 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 O\R-002z Project. Type of nspec on: Address: t te Arid F Special Instructions: gate Wanted: a.m. p.m. Requester: Phone. No: Approved per applicable codes. [I Corrections required prior to approval. COMMENTS: [0 ' a .- i✓ �'� i .+ 1 '` ."�'_"_ 11 �� nspec Date? REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali 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 Di 9 -agz Pro : Type of Insp/eccUon: Address: Ma 'Special Date Called: Ins Lions: Date Wanted: / 2 — 1' - � � a.m. p.m. Requiester: Z.— Phone No: 7 97 9 Approved per applicable codes. ns pector: Corrections required prior to approval. 9 REINSPECTION FEE REQUIRED. Prior to next inspe on. - e must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Lighting Summary LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Info Compliance fonns do not require a password to use. Instructional and calculating cells are Krite- protected. Project Title: INNOVASISN WINDOW ADDITION Da REV'PV11-15/,2019) .-- Applicant Information. Provide contact information for individual Kho can respond to inquiries about compliance form information provided, Fo z.n. 0.1.uS2A NI C E APPROVED FEB 2 5 2019 City of Tukwila Company Name: LDG ARCHITECTS Company Address: 6525 15TH AVE NW #220 Applicant Name: MIKE BAILY Applicant Phone: 206 399 0434 Applicant Email: MIKE@LDGARCHITECTS.COM Project Description SUILID:N3 DlVISION 0 New Building Ei Addition 0 Alteration 0 PLAY Included Include PROJ-SUM form (includedin envelope forms Korkbook) Kith lighting complliance forms. Building Additions Refer to Section C502,2.6 for additional requirernents. il % ,.., Fi..- Compliance Method I Interior lighting Exterior lighting , --i Lighting systems in addition area comply with all applicable I provisions as a stand alone new construction project 0 Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance I Addition is combined with existing: For interior lighting projects, include new + existing interior lighting fixture wattage Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE form. For exterior lighting projects, include new + existing exterior lighting fixture wattage Tradable and Proposed Non -Tradable Lighting Wattage fables in LTG-EXT fonn. 0 : ra ! in Proposed in Proposed Interior and Exterior Lighting Alterations Select al! Lighting Power and Lighting . Control elements mat applV to the scope of the retrofit project. If project includes a i..combination of spaces where less than 50% of the existing fixtures are replaced in some spaces and 50% or more of the fixtures are replaced in others, then provide separate lighting power g compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. Refer to Section C503.6 for additional requirements. All alteration lighting controls shall be commissioned per C408.3. FI No changes are being made to the interior or exterior lighting systems and existing space uses and configuration are not changed. Lighting Power ; Interior lighting ! Parking garage I Exterior lighting 50% or more of existing are replaced 1 Less than 50% of existing are replaced l , ; Lamp and/or ballast replacement only I ! — existing total wattage not increased ! 50% or more replaced - Total lighting power of total LPA per Sections C405.4.2 and C405.5.2. Proposed Lighting Wattage table in LTG-INT-8LP Less than 50% replaced - Total lighting power the total lighting power prior to alteration. Include Lighting Wattage table in LTG-tAITBLD, LTG-IIVT-SPACE 50% threshold applies to number of luminaires installed wattage for exterior luminaires. 0 rr, • new Include of for 0 1 , : I , 0 . - : . „ 0 , : . ! i 1 + existing-to-reinain fixtures shall comply new + existing -to -remain fixtures LTG-INT-SPACE or LTG-EXT form. new + existing-to-rernain fixtures shall new + existing -to -remain fixtures in the or LTG-EXT form. interior spacesand parking garages, 0 • in not Proposed and Kith exceed total Lighting Controls ! Interior . New wiring installed to serve added ! fixtures and/or fixtures relocated to I new circuit(s) . : . lighfing Ed I Parking garage ! Exterior lighting , . . EC I! 1 CI OF TUKWIllA . . 1 ! i New or moved lighting panel . . . : Interior space is reconfigured - luminaires unchanged or relocated i • 0 . . .. [AN 1 8 2019 . . , . PERMIT CENTER New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.24 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time swtch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured Change of Space Use 0 Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4,2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE form. bi 002_2 Lighting Summary, cont. 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R , R4 ove Revised August 2016 Project Title: INNOVASISN WINDOW ADDITION Date 1/15/2019 Interior Lighting System Description ADDING ADDITIONAL LED TROFFER TO MATCH TO ILLUMINATE OFFICE SPACE Interior Lighting Power Allowance Method • Building Area Method 0 Space -by -space Method Select method used in project Interior Lighting Controls • All C405.2.1- C405.2.8 Controls 0 C 40 5.2 Exception 5 Luminaire Level Lighting Control (LLLC) ri Additional Efficiency Package Option ' C406.4 Enhanced digital lighting controls To comply wth C406.4, no less than 90% of the total installed interior lighting po‘ner shall comply wth required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in thielling units comply vith: • 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA o C406.3 High Efficacy Lighting 0 Exterior Lighting System Description Interior Lighting - Space -By -Space Method LTG-INT-SPACE Revised August 2016 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Project Title: INNOVASISN WINDOW ADDITION Date 1/15/2019 Calculation Area NOTE 9 0 0 Addition - . Addition stand alone + existing o Spaces where <50% of 0 Spaces where ....: 50% of o luminaires are replaced luminaires are replaced For Building Department Use LPA Calculation Type 0 Additional Efficiency Package Option 111 Standard 0 C406.3 Reduced Interior Lighting To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA, Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage Location (plan #, room #) Space Type Ceiling Height tsK) TE 2 Gross interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) OFFICE Office: Open plan 8' 2600 0 , 780 2028 Lobby Art/Exhibit Display Allowance from LTG-INT-DISPLAY NI(DTE 8 Total Area Retail Display 2600 LTG-INT-DISPLAY Allowed Watts Allowance from 2028 Proposed Lighting Wattage NOTE 3 Location (plan #, room #) Fixture Description NOTE4, 8' 6 Number of Fixtures Watts/ Fixture "°TE7 Watts Proposed OFFICE LED TROFFER 16 40 640 Proposed Retail Disp ay Lighting from LTG-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 640 Interior Lighting Power Allowance COMPLIES Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category per from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7- For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw -in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 mitts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. Architect: Design Criteria: INC FI #19003 E Structural Calculations For: INNOVASIAN CUISINE PANEL OPENINGS AT 116 Andover Park East Tukwila, WA LOG Architects 6525 15th Avenue NW #200 Seattle, WA 98117 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512(V) (206) 285-0618(F) MNagamatsu@ctengineering.com REVIEWED FOR CODE COEITPLIANCE APPROVED FEB 2 5 2019 City of Tukwila BUILDING DIVISION RECEPIED CITY OF TUKWILA JAN18 2019 PERMIT CENTER IBC 2015 Live Load: Roof Snow Load = 25 psf Seismic: Ss = 145%, Si = 54.1 %, Sos = 0.967, R = 5, Cs = 0.193 Wind: Wind Speed = 110 mph (USD) 85 mph (ASD), Kzt = 1.00 Exposure B 1%.)1q 00Z2 Go ale Maps 116 Andover Park E Tukwila, WA T • Imagery ©2019 Google, Map data ©2019 Google 20 ft Coordinates: Latitude 47.459871 Longitude -122.249225 1 Fown9ftwimm N pmjec„ INNOVASIAN CUISINE - PANEL OPENINGS Nicketson Y.111.o 3112 Sohl t le, WA 91;101) l?.1$q PA X-. Pap NuinLicr: ......... 1,20.) 28S-LI6 . . Loads: Roof Dead Load Roof Live Load Wind (Ult) Seismic (Ult) Tributary Widths: Gravity Lateral Analysis: Roof DL Moment Roof LL Moment Wind Seimic 15.0 PSF 25.0 PSF 12.70 PSF 14.48 PSF 13.0 FT 7.0 FT 0.569 K-FT 0.948 K-FT 2.178 K-FT 2.483 K-FT DL + 0.6Wind DL + 0.7EQ DL + 0.75Snow + 0.75(0.6Wind) DL + 0.75Snow + 0.75(0.7EQ) Weq = Defl Crit (h/150) = = 5wL4/384E A = 105 PLF 1.12 IN 2.81 IN4 STRONGBACK DESIGN Opening: Type Size Location Wall: Thickness Height Gravity Eccentricity Window 10.0ft VV x 5ft H East Elevation 6.00 IN 14.0 FT 5 IN ASD Load Combination DL. 0.6Wind DL. +0.7EQ DL + 0.75Snow + 0.75(0.6Wind) DL. + 0.75Snow + 0.75(0.7EQ) ASD 1.88 K-FT 2.31 K-FT 2.26 K-FT 2.58 K-FT USD 2.20 K-FT 3.00 K-FT 3.33 K-FT 3.36 K-FT =HSS3x3x1/4 I = 3.02 IN4 Wt = 8.81 LB/FT Check Bending (Table 3-13 of AISC Manual) Mirb = 2.58 KIP -FT 5.69 KIP -FT CT ENGINEERING i„o00,INNOVASIAN CUISINE - PANEt OPENINGS ij rage Number:_ ISO Nickerson Si. Suite 302 Seattle, WA 98109 (206) 285,..+1512 FAX; (206) 285-06 I a "" .r ../ , „ -- / \Cs.1 -NEW INSULATED GLASS IN /-‘160 STOREFRONT FRAME TO MATCH EXISTING - STR STRONG BACKS AS REQ (TYP 4 PLACES) --.................„. ""--EXISTING MAN DOOR EAST ELEVATION ilrOAT3 L-Uu, 2..f7 C"O°44/44) 4 U“ • 0.0) 6 t6 VJ‘k--4-4--- (1.- {, vi_ (4. CLt6 vi,_, At r t4 YtV17:(1' 61e)t,i.c. eeAN1 CC) 14C- najCC4; INNOVASIAN CUISINE - PAL OPENINGS alentl Date: 180 Ntckecsun St. Suite 302 Seattle, WA 911109 (206) 265-451 Z 1 A X; Page Number: (206) 28S-0618 SIMI ON StrungTie Anchor DesignerTM Software Version 2.6.6794.21 1.Project information Customer company: Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-14 Units: Imperial units Anchor Information: Anchor type: Concrete screw Material: Carbon Steel Diameter (inch): 0.500 Nominal Embedment depth (inch): 3.250 Effective Embedment depth, he (inch): 2.350 Code report: ICC-ES ESR-2713 Anchor category: 1 Anchor ductility: No hmin (inch): 5.00 cep (inch): 3.56 Groin (inch): 1.75 Smin (inch): 3.00 Company: Date: 1/7/2019 Engineer: Page: Project: Address: Phone: E-mail: Recommended Anchor Anchor Name: Titen HD®- 1/20 Titen HD, hnom:3.25" (83mm) Code Report: ICC-ES ESR-2713 Project description: Location: Fastening description: Base Material Concrete: Normal -weight Concrete thickness, h (inch): 5.50 State: Cracked Compressive strength, fc (psi): 3000 tlic.v: 1.0 Reinforcement condition: A tension, B shear Supplemental reinforcement: Not applicable Reinforcement provided at corners: No Ignore concrete breakout in tension: No Ignore concrete breakout in shear: Yes Ignore 6do requirement: Not applicable Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 12.00 12.00 x 0.25 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www,strongtie,com 5 Anchor Designer TM Software Version 2.6.6794.21 Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: U = 0.9D + 1.0E Seismic design: No Anchors subjected to sustained tension: Not applicable Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No Service level loads: D E Strength level loads Na [lb]: 0 500 1250 Vax [lb]: 0 0 0 Vay [Ib]: 0 0 0 Mx [ft-Ib]: 0 My [ft-lb]: 0 Mz [ft-lbj: 0 <Figure 1> Oft-Ib Company: Date: 1/7/2019 Engineer: Page: Project: Address: Phone: E-mail: f250 b 0 lb -Y Oft -lb Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 6 Straterie Anchor Designer TM Software Version 2.6.6794.21 3. Resulting Anchor Forces Anchor Tension load, N. (lb) Company: Date: 1/7/2019 Engineer: Page: Project: Address: Phone: E-mail: Shear load x, V. (lb) Shear load y, V. (lb) Shear load combined, Ni(V.)2+(Vuar)2 (Ib) 1 2 625.0 0.0 625.0 0.0 0.0 0.0 0.0 0.0 Sum 1250.0 0.0 Maximum concrete compression strain (%0): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (Ib): 1250 Resultant compression force (Ib): 0 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 4. Steel Strength of Anchor in Tension (Sec. 17.4.1) Nse (Ib) qiNsa (Ib) 20130 0.65 13085 5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.2) ND = kt/laqrchelL5 (Eq. 17.4.2.2a) kc Pc (psi) her (in) Nb (Ib) 17.0 1.00 3000 2.350 3354 ONag =0 (kik/ ANcv) Wec,N Wed,N Wc N WcANNO (Sec. 17.3.1 8. Eq. 17.4.2.1b) Ale (1n2) Alyce (in2) ce,min (in) Wec,N Wecf,N Wc N 92.00 49.70 6.00 1.000 1.000 1.00 0.0 0.0 <Figure 3> Wcp,N No (Ib) 0 Ofticbg (Ib) 1.000 3354 0.75 4657 11. Results 11. Interaction of Tensile and Shear Forces (Sec. D.71? Tension Factored Load, N. (Ib) Design Strength, 0N, (Ib) Ratio Status Steel 625 13085 0.05 Pass Concrete breakout 1250 4657 0.27 Pass (Governs) 1/2"0 Titen HD, hnom:3.25" (83mm) meets the selected design criteria. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpscn Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 7 �wc INNOVASIAN CUISINE- PANEL OPENINGS iN}N ict-'ComS1. Smlo 102 Smk'i,Vm 9MM n»^: [2040 2H5~4'S12 «xX : (lin/i; hiKo(2(Ko 28S-0c,|K CALCULATION OF SEISMIC DESIGN PARAMETERS BASED ONSECTION 12J8 OFASCE7-10 Seismic Criteria: Risk Category, [ U' U| or|V(Table 1.5'1 ufA8CE7-10) = '�-~11 — Seismiuimportancefacbzr, |eOable 1.5-2ofA8CE7-10\ = 1.0] Mapped spectral � responsafnrohopehoda'8o/S�especific) = — % Mapped spectral response acceleration at period of second. 8, (Site specific) = 54.10 y6 ` Site soil class (From soils report) = ' Response modification factor, R (Table 12.2-1 of ASCE7-1O) =_5�00 `/o = 2 .50 {, (Table 12.8-2 ofASCE7-1O) = 0.02 Average roof height = 25.00 ft. Long period transition period, T (Figure 22'12ofA8CE7-1O) = 6,00� E(Table 11.4-1ofASCE7-10 F,(Table 11.4'2ofA8CE7-1O) Maximum spectral response acceleration etshort periods, Swo=Fa^Ss Maximum spectral response acceleration at1-aecond.Sm,=F,^S, = 1.000 = 1,500 = 1,451 = 0.812 Design spectral response acceleration adshort periods, 3na=2/3^Smn = 0.067 Design spectral response acceleration at1-seuund.So/=2/3°S", = 0.541 Seismic Design Category based onshort period response acceleration = D Seismic Design Category based on 1-second period response acceleration = O Seismic Design Category, choose most severe nfabove two. D���,� CS=Soo/(FUL) = 0183 Controls IfT<T then Cl(,,,,) =Go,/(T°(FN)) IfT>TLthen Cs_—.=S"1^T /(le°(R/|)) C"(.in)=O.O44°S"=^1,=>O.O1 |f8,ioequal hoorgreater than O.Gg.then Ca(mm)=O.5O°81/(R8) Seismic Design Force Diaphragm Shear force Fn,(mm=O2°3""^le°VVpx Fn"(mam=O4°Gos^|v°VVpx = 0.1B3 Wp Fi|e:Geismiucover ASCE 7-1U.xla. modified 7-25-13 ASCE7-1Osection 1Z1O11 = 0.484 8 Innovasian Cuisine 116 Andover Park E, Tukwila, WA 98188, USA Latitude, Longitude: 47.4598107, -122.24927200000002 Lowe's Home n Improvement FedEx Office Print & Ship Center Jollibee Evans Black Dr Google Date Design Code Reference Document OSHPD Embassy Suites byl, Hilton Seattie Tacoma::. ) 41) Ci) 1/7/2019, 6:56:03 AM IBC-2015 Map data ©2019 Google Risk Category II Site Class D - Stiff Soil Type Value Description , Ss 1.451 MCER ground motion. (for 0.2 second period) Si 0.541 MCER ground motion. (for 1.0s period) SNAG 1.451 Site -modified spectral acceleration value Sim 0.811 Site -modified spectral acceleration value Sos 0.967 Numeric seismic design value at 0.2 second SA SDI 0.541 Numeric seismic design value at 1.0 second SA y,--- Type Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2 second Fv 1.5 Site amplification factor at 1.0 second PGA 0.598 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAM 0.598 Site modified peak ground acceleration TL 6 Long -period transition period in seconds SsRT 1.451 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.535 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 3.286 Factored deterministic acceleration value. (0.2 second) S1RT 0.541 Probabilistic risk -targeted ground motion. (1.0 second) S1UH 0.582 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. S1 D 1.056 Factored deterministic acceleration value. (1.0 second) PGAd 1.188 Factored deterministic acceleration value. (Peak Ground Acceleration) 9 Type Va ue Description CRS 0.945 Mapped value of the risk coefficient at short periods CR1 0.929 Mapped value of the risk coefficient at a period of 1 s cc 1.5 1.0 0.5 0.0 MCER Response Spectrum 0 2 4 Period, T (sec) Sa(g) Design Response Spectrum 1.00 0.75 75') 0.50 co 0.25 0.00 0 6 2 4 Period, T (sec) — Sa(g) 6 PoWect: INNOVASIAN CUISINE - PANEL OPENINGS Nieker,un St. S%tite Ain ScgTle. WA 91W)) 1206) 2834:11Z Client! Ge Number: 2.K.S-06 LS nate,: WIND LOADS - MAIN WIND FORCE RESISTING SYSTEM Part 1: Enclosed & Partially Enclosed Low -Rise Buildings based on Section 28.2 of ASCE 7-10 Wind Criteria: Risk Category, I, II, Ill or IV = 11 (See Table 1.5-1 of ASCE 7-10) Basic Wind Speed 110 MPH (See Figure 26.5-1A, B or C of ASCE 7-10) Exposure Average roof height 25.00 ft. Roof angle 0° to 5° K2t = 1.00 (See Section 26.8 and Figure 26.8-1 of ASCE 7-10) A= 1.00 Minimum wind pressure, ps, for Zones A and C is +16 PSF, Zones B and D is +8 PSF, while assuming ps for Zones E, F, G and H are equal to zero psf. (Section 26.6.4 of ASCE 7-10) Ps = A * Kzt * Ps3o Load Case 1 Load Case 2 Zone Ps30 Ps A 19.20 PSF 19.20 PSF B -10.00 PSF -10.00 PSF C 12.70 PSF 12.70 PSF i -5.90 PSF -5.90 PSF E -23.10 PSF -23.10 PSF F -13.10 PSF -13.10 PSF G -16.00 PSF -16.00 PSF H -10.10 PSF -10.10 PSF EOH -32.30 PSF -32.30 PSF GOR -25.30 PSF -25.30 PSF Mitin Wind Force Resisting SYSTern Moho 2 h 5.; 60 It. Vigil:, 28.6-1 Desigii Wind Pressure nadir. it ..,-' ..---- ..,--. .....-- -----<-...... I: 17)•--- Case A Walls & Rook -,--- 0) „--- , - "j-j) _.(t7------.,%, 4-9,11 , t)...., 1 ' . . Case 8 File:Wind cover ASCE 7-10.xls 11 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director June 17, 2019 Mike Baily 6525 15th Ave NW Ste 220 Seattle, WA 98117 RE: Request for Permit Application Extension #1 Permit Number D19-0022 Dear Mr. Baily, This letter is in response to your written request for an extension to Application Number D19-0022. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit application through January 18, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, tAlz, Kandace Nichols Permit Technician File: Permit No. D19-0022 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 11111=1111111111211311TRIMI LINARDIC DESIGN DROUP 6525 15' AVE NW. A SUITE 220 A SEATTLE, WA 98109 TELEPHONE A 206-283-4764 June 13, 2019 Jerry Hight City of Tukwila 6300 Southcenter Boulevard #100 Tukwila, WA 98188 RE: D19-0022 Innovasian — 116 Andover Park E We are requesting an extension of the approved permit to provide new window openings for the building Corporate financing will become available at the start of the new fiscal year (August 2019) for the company to obtain the required capitol to further along the proposed work If there are any questions please do not hesitate to call. Sincerely, Linardic Design Group/Architects Mike Bally MB:Ib Request for Extension # Current Expiration Date: 7 - Extension Request: 1XApproved for days ..... Denied (provide explanacion) Signature C City of Tukwila Department of Community Development 5/31/2019 MIKE BAILY 6525 15TH AVE NW - SUITE 220 SEATTLE, WA 98117 RE: Permit Application No. D19-0022 INNOVASIAN 116 ANDOVER PARK E Dear MIKE BAILY, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your perrnit applied for on 1/18/2019, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 7/18/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Kandace Nichols Permit Technician File No: D19-0022 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 SERMIT COORD COPY o PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0022 PROJECT NAME: INNOVASIAN SITE ADDRESS: 116 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: A AWC im\231 Building Division lug J.J; t* Public Works DATE: 01/18/19 Revision # before Pei wit Issued Revision # after Permit Issued /111/4/1 Fire Prevention 1111 Structural tv 17 I Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 01/22/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 02/19/19 Approved with Conditions Denied (le: Zoning Issues Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire CI Ping E1 PW Staff Initials: )2/18/2013 wafflin ., sm=roe;:„u�rx�:m (Labor & Industries (https:1/Ini.we.00v) Contractors TEK-LINE CONSTRUCTION INC Owner or tradesperson Principals WATSON, TED K, PRESIDENT Doing business as TEK-LINE CONSTRUCTION INC WA UBI No, 601 840 962 736 S Chicago Street SEATTLE, WA 98108 206-246-4210 KING County Business type Corporation Governing persons TED K WATSON IAN EDENS; License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. TEKLICI962NF Effective — expiration 08/06/2004— 06/03/2020 Bond Lexon Ins Co Bond account no. 9805259 Received by L&I 04/04/2011 Insurance Developers Surety & Indem Co Policy no. BIS00027975-03 Received by L&I 05/01/2019 Active Meets current requirements. $12,000.00 Effective date 03/28/2011 Expiration date Until Canceled $1,000, 000.00 Effective date 05/12/2019 Expiration date 05/12/2020 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. Certifications & Endorsements TITLE INDEX LDG a archlt63cts PROPOSED TENANT IMPROVEMENT FOR: M1 '1111 1 111111111 ... IIIIIIIIII� III I� I p III 1 11 NEW OFFICE WINDOW OPENINGS TUKWILA, WASHINGTON CONSULTANTS ARCHITECT LINARDIC DESIGN GROUP 6525 15TH AVE NW #220 SEATTLE, WA 98117 (206)283-4764 STRUCTURAL ENG CT ENGINEERING 180 NICKERSON STREET p302 SEATTLE. WA 98109 (206)285-4512 TENANT INNOVASIAN 18251 B CASCADE AVE SO TUKWILA, WA 98188 (425)251-3706 9:Zil9LL0111011 BLAKELEY REAL ESTATE LLC DAVID R MOFFETT - MGR 7900 SE 28TH ST #236 MERCER ISLAND, WA 98040 (206)232-7502 LEGAL DESCRIPTION LOT A ANDOVER INDUSTRIAL PARK / 1 LESS N 200 FT LESS PARCEL PER US DIST CT W DIST OF WASH N DIV DEC OF TAKING CIVIL ig 6010 LOT B ANDOVER INDUSTRIAL PARK # 1 FOR NLY OF LN BEG SW CDR TR 6 TH N 00 DEG 12 MIN 09 SEC W AEG W LN SO TR 75 FT TO TPOB TH S 89 DEG 40 MIN 24 SEC E 273.28 FT TO ELY LN TR 6 LESS PARCEL PER US DIST CT W DIST OF WASH N DIV DEC OF TAKING CIVIL # 5010 VICINITY MAP ARCHITECTURAL A -DO COVER SHEET A-1.0 SITE PLAN A-2.0 SECOND MOOR PLAN ELEVATION / SECTIONS A-6.0 REFLECTIVE CEILING PUN STRUCTURAL S-1.0 STRUCTURAL DETAILS PROJECT DATA ING CCIDE� ISO 2015 SYMBOLS ABBREVIATIONS SITE IDADDRESS: 116 ANDOVER PARK E SITE AREA: LOT A: 22,270 SQ. FT. L ANGLE ELEV ELEVATOR NTS NOT TO SCALE LOT B: 31,380 SO. FT. A SECTION IDENTIFICATION CL CENTERLINE ENCL ELCLOSURE O.C. ONCENTER TOTAL: 53,650 SO. FT. A-t LOCATED ON SHEET L PERPENDICULAR EP ELECLPANEL 0/ OVER 6 POUND/NUMBER E0. EQUAL OPP OPPOSITE ZONING: TUC-TOD TUKWILA URBAN CENTER k AND EQUIP. EQUIPMENT P.I. POST INDICATOR 0 AT EXIST EXISTING P.P. POWERPOLE TAX NUMBER: LOT A: 022300-0050 A.B. ANCHOR BOLT EXPO EXPOSED Pt. PLATE LOT B: 022300-0060 DETAIL IDENTIFICATION ACOUS ACOUSTICAL EXT EXTERIOR PLYWD PLYWOOD I }� LOCATED ON SHEET ARE ABOVE FIN. OUR F.D. FLOOR DRAIN R. RADIUS/RISER OCCUPANCY: B. S-1 AGGR AGGREGATE F.E. FIRE EXTINGUSHER R.D. ROOF DRAIN ALUM ALUMINUM F.F. FINISH FLOOR REC. RECOMMEND OCCUPANT LOAD: 16,986 1 A ANOD ANODIZED F.X. FIRE HYDRANT REF REFERENCE / 00 = 169 APROX APPROXIMATE FLASH FLASHING RM ROOM ELEVATION IDENTIFICATION ARCH ARCHITECTUAL FLR FLOOR S. SOUTH EXITS REQUIRED 2 A A ASIDE! ASPHALT FLUOR FLUORESCENT S.C. SOLID CORE LOCATED ON SHEET Be. BOARD FOUND FOUNDATION S/V STAIN/VARNISH EXISTS PROVIDED: 3- A SUED BUILDING FRM'G FRAMING S/W SIDEWALK UBLOCK R FOOT/FEETS. SCHED SCHEDULE EXIT WIDTH REQ 0.2 PER PERSON 0.2 • 159 = 36.4" BLK'G BLOCKING FTC FOOTING SHY SHEET BM BEAM FURR FURRING SHT'G SHEATHING EXIT WIDTH PROVIDED IDEA 100 ROOM NUMBER BOT BOTTOM G.L. GENERAL CORI SIM SIMIUR OUR BUILT UP ROOFING GA GAUGE SPEC SPECIFACATION OFFICE ROOM NAME C.B. CATCH BASIN GALV GALVINIZED SQ. SQUARE CONSTRUCTION TYPE: III-N SPRINKLE REO C.J CONTROL JOINT GL GLASS STD STANDARD C.O. CLEAN OUT GND GROUND STL STEEL CAB CABINET GP GROUP STOR STORAGE BUILDING AREA: O DOOR NUMBER CEM CEMENT OR GRADE STIR STRUCTURAL FIRST FLOOR: 5,213 SO. FT. CH CHANNEL GWB GYPSUM WALL BOARD SUSP SUSPENDED SECOND FLOOR: 11,771 SQ. FT. CLG CEIUNG GYP GYPSUM SVC SERVICE TOTAL: 16,984 SQ. FT. CUR CLEAR H.B. HDSEBIB SYM SYMETRICAL COL COLUMN N.C. HOLLOW CORE T TREAD BUILDING HEIGHT: I A 1 GRID IDENTIFICATION CONC. CONCRETE HDCP HANDICAP T&G TOUNGERGROOVE 24'-0" Y CONN CONNECTION HDWD HARDWOOD T.0 TOP OF CURB PARKING: CONST CONSTRUCTION HDWR HARDWARE TEL TELEPHONE COMET CONTINUOUS HORIZ. HORIZONTAL THK THICK REQUIRED: OFFICE: 3 PER t000 CT CERAMIC TILE HR. HOUR TOP TOP OF PLATE RETAIL: 4 PER 1000 CENTER LINE CTR CENTER HT HEIGHT TO TOP OF PAVMENT WHSE: 1 PER 2000 CTSK COUNTERSUNK INST INSTALLATION TW TOP OF WALL D.S. DOWNSPOUT INSUL INSULATION TYP TYPICAL PROPOSED: DEL DOUBLE INT INTERIOR Use UNIFRM BUILDING CODE DEPT DEPARTMENT LAM LAMINATED UNF UNFINISHED FED EX TENANT 5,141 - 5141 / 1000 Or 5.1•4=20.4 (20) DIET DETAIL RETAIL: PROPERTY LINE CIA DIAMETER Le POUND LION UNLESS OTHERWISE NOTED ]63 - 7d3 / 1000 = .]4.3=2.2 (2) LOC LOCATION VERT VERTICAL OFFICE 23 W CIA DIAMETER M.H. MANHOLE W WEST TOTAL: elm DIMENSION M.R. MOISTURE RESISTANT W.P. WATERPROOF ON DOWN MATL MATERIAL W.R. WATER RESISTANT INNOVASIAN: DR. DOOR MAX MAXIMUM W/ WITH FIRST FLR: GWG DRAWING NEON MECHANICAL W/O WITHOUT WHSE; 3,400 - 3400 / 2D00 = 1.7 (2) E EAST MFR MANUFACTURE WD WOOD OFFICE: 1,813 - 1813 / 1000 Or 1.8.3=5.4 (5) REVISION CLOUD E.J. EXPANSION JOINT MIN MINIMUM WSCT WAINSCDTE EA EACH MISC MISCELLANEOUS WY WEIGHT IQ IDENTIFICATION NUMBER EL ELECTRICAL MTD MOUNTED SECOND FLOOR EL ELEVATION OFFICE: 11,771 -11 ]71 / 1000 = I1.703=35.1 (35) MTL METAL N NORTH TOTAL REQUIRED: 64 NIC NOT IN CONTRACT NO. NUMBER TOTAL PROVIDED: 72 GENERAL NOTES SCOPE OF WORK: ADD NEW EXTERIOR WINDOWS IN EXISTING CONC TILT PANEL / CREATE TWO NEW PRIVATE OFFICE 41. THE FOLLOWING ITEMS SHALL BE SUBMITTED AS DEFERRED SUBMITALS. DEFERRED DOCUMENTS AND PUNS SHALL BE SUBMITTED TO THE ARCHITECT, ENGINEER OR DESIGNEE WITH A NOTATION INDICATING THAT THE PUNS HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THIS BUILDING FIRE SUPPRESSION PUNS, ALARM PUNS, ELECTRICAL PUNS, RATED CONSTRUCTION JOINTS, RATED THROUGH AND MEMBRANE PENATRATIONS 42. THE JOB SUPERINTENDANT SHALL MAINTAIN AT THE JOB SHACK A LIST OF CERTIFIED WELDER PERFORMING WORK ON THIS JOB SITE. INCLUDED ON THE LIST WILL BE NAMES, DATE OF EXPIRATION OF CERTIFACATIONS AND TYPE OF WELDING THE INDIVIDUAL IS QUALIFIED TO PERFORM 43. THE JOB SUPERINTENDANT SHALL MAINTAIN A CURRENT LIST OF THE SPECIAL INSPECTORS CONDUCTING INSPECTIONS ON THIS JOB THE LIST SHALL INCLUDE NAME OF THE INSPECTOR, DATES AND TIMES PRESENT ON THE JOB SITE AND TYPES OF INSPECTIONS DONE 44. NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED FOR STORAGE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY "NO EXCEPTIONS". APPROVAL FOR OCCUPANCY IS ONLY GRANTED AFTER ACCEPTANCE BY PUBLIC WORKS, PLANNING. FIRE MARSHAL, AND BUILDING OFFICIAL. 45. SEPERATE PERMITS ARE REQUIRED FOR PLUMBING, MECHANICAL. ELECTRICAL, SIGNS, CARPORTS, FENCES, POOLS, UNDERGOUND OR ABOVE GROUND STORAGE TANKS, FIRE SPRINKLER, AND FIRE ALARM. 49. ALL REQUEST CHANGES TO THE APPROVED PLANS SHALL BE PREPARED BY THE PROJECT ARCHITECT AND SUBMITTED TO THE BUILDING OFFICIAL FOR APPROVAL. COPIES OF SUCH APPROVALS SHALL BE ON THE JOB SITE PRIOR TO COMMENCEMENT OF WORK. CHANGES INCLUDE BUT NOT LIMITED TO PROPANE TANKS,ADDITIONAL OPENINGS IN WALLS, EXTERIOR BUILDING MATERIALS, FENCE LOCATIONS, RETAINING WALLS, ROCKERIES, LANDSCAPING, PARKING LOTS, LOADING DOCKS, STC. A MINIMUM OF TWO TO FIVE WORKING DAYS SHALL BE EXPECTED FROM APPLICATION TO ISSUANCE OF APPROVAL OF CHANGES. 50. THE FINAL SIGNED REPORT FROM THE TESTING LAB SHALL BE RECIEVED BY THE BUILDING OFFICIAL PRIOR TO FINAL INSPECTION FOR OCCUPANCY. 53. ALL LANDSCAPING SHALL BE INSTALLED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY 55. ALL FIRE RESISTIVE DOOR ASSEMBLIES SHALL BE TESTED TO THE PROVISIONS OF THE 2015 I.B.C. STANDARDS PART ONE FOR FIRE RESISTIVE ASSEMBLIES 56. ALL CONSTRUCTION JOINTS FOR THE TOPS OF WALLS AND SMOKE BARRIERS SHALL COMPLY WITH SECTION 705 TABLE 7-D FOR CYCLIC LOADING 57. ALL PENATRATIONS THROUGH FIRE RESISTIVE HORIZONTAL ASSEMBLIES SHALL BE OF STEEL,. FERROUS OR COPPER CONDUIT AT A MAX SIZE OF 6" DIAMETER. THE TOTAL PENATRATION SHALL NOT EXCEED 144 SQ. IN FOR EVERY 100 SQ. FT.. SEE IBC REQUIREMENTS 59. NREC FORMS FOR MECHANICAL EQUIPMENT SHALL BE REQUIRED AT THE TIME OF MECHANICAL APPLICATION 59. BUILDING ASSEMBLIES USED AS DUCTS OR PLENUMS SHALL BE SEALED, CAULKED ANS CASKETED TO LIMIT AIR LEAKAGE LIGHTING COMMISSIONING REQUIREMENTS: FOR LIGHTING CONTROLS WHICH INCLUDE DAYLIGHT OR OCCUPANT SENSING AUTOMATIC CONTROLS, AUTOMATIC SHUT-OFF CONTROLS, OCCUPANCY SENSORS, OR AUTOMATIC TIME SWITCHES, THE LIGHTINF CONTROLS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONANTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN ACCORDANCE WIT HAPPROVED PLANS AND SPECS. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILLED WIT HTHE OWNER, DRAWING NOTES SHALL REQUIRE COMMISSIONING IN ACCORDANCE WITH SECTION 1513.7 OF THE 2012 WASHINGTON ENERGY CODE. Sf00e l 2 r e UND U!e T. , u,r.,..a a" Ilan renew linardic design group . architects 6525 15TH AVE NW #200 Seattle, Wa 98117 (206)283-4764 ASPORIGHTS STANDBDVE GEESND SPECIFICATIONS AND IDEAS ARRANGEMENTS NTT REPRESENT THEREBY AGE AND SN REMAIN THE PROPERTY OF E ARCHITECT. PART THEREOF SHALL BE REPRODUCED. COPED. ADOPTED. OROTHERWISE OR DISTRIBUTED TO OTHERS. PRgR USED WITHOUT WRITTEN CONSENT OF A ID APPROPRIATE COOMPENS IONETO THE SPECIF CAiIONS SHALL CONSTITUTE THEWITH ABOVE EVIDENCE OF AOWNARD: W THESE RESTRICTIONS TS rL 4DIT Cr IL CHO STATE OF WASHINGTON consultants: Per, Nr, ruv I a <�an0 O s 'r r s ORs R �" P T IIE PERMIT C >DIa " -. R: •r s z. RIL mbing ONES PlI aION GENERAL NOTES 1. PNDWfIRE ENARSHALL LIGHTING AT EACH EXITAND FIRE AURM SYSTEMS AS REVIEWED BY LOCAL BUILDING OFFICIALS 2. PROVIDE A MANUAL FIRE ALARM MOUNTED AT 52" ABOVE FINISHED FLOOR PER IFC 1007 WAC 51-30 3. HOT WATER PIPING AND ROOF LEADERS IN UNHEATED SPACES SHALL BE INSULATED WITH R-3 INSULATION (FLAMESPREAD 25 OR LESS) d. CONTRACTOR TO VERIFY ALL EXISTING SITE CONDITIONS 5. CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES IN THE CONTRACT DOCUMENT 6. SUBCONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING IN THIEF AREA. 7. REPETITIVE FEATURE MAY BE DRAWN ONLY ONCE . BUT SHALL BE PROVIDED AS IF DRAWN IN FULL S. TIGHTLINE DOWNSPOUT TYPICAL AND INSULATE AT PENETRATION OF OUTSIDE BUILDING ENVELOPE 9. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS, AND ROOF; AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED OR WEATHERSTRIPPED PER SECTION 502.4.1 OF THE 2015 EDITION OF THE WASH. ST. ENERGY CODE 0. ALL DUCT PENETRATIONS AT ONE HOUR RATED SHAFTS REQUIRE SMOKE DAMPNERS PER IBC CHAP 7 FIRE DAMPERS PER CHAPTER 7 OF GO, EftFEO RECEC IIiKWILA 1. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED OR MARKED BY AN APPROVED AGENCY CITY 3. CONCRETE WALK TO BE SMOOTH BROOM FINISH, SLOPE TO DRAIN, EXP JOINT O 20'-0" O.C. TJ O 5'-D" O.C. 4. ALL MATERIALS INSTALLED IN STAIRWAYS TO BE FLAME SPREAD I ALL MATERIALS INCORRIDORSTO BE FUMESPREAD It JAN 18 20I9 project title: PROPOSED PROJECT FOR: INNOVASIAN TENANT IMPROVEMENT 4 I /IV TUKWILA, WA sheet title: COVER SHEET PERMIT 15. ALL ROOF MOUNTED EQUIPMENT MUST BE APPROVED BY STRUCTURAL ENGINEER RESPONSIBLE FOR THAT AREA PERMIT WITH DRAWINGS SHOWING LOCATION AND TIEDOWNS PRIOR TO INSTALLATDN C 16. THE CONTRACTOR IS RESPOSIBLE FOR APPLYING AND SECURING ALL PERMITS EXCEPT THE BUILDING PERMIT 17. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED 18. PROVIDE HORIZONTAL AND �VJERTICAL FIRE BLOCKING IN ALL FRAMED WALL O 10' INTERVALS PER IBC 2015 SECTION 717 22. PROVIDE ND VNOT GREATER EHEN Ml2BE00WATHRESH0ILOHAT OF DOOR DOORWAYS TRAVEL DISTANCE NOT LESS THEN 4'-0" 23. PROVIDE ALL SIGNAGE RCEQUIRED BY CODE INCLUDING AN ADDRESS ON FACE OF BUILDING, L[ETI1TTJER SIZED PER CODE - 24.(ONEVEXTINGUSHERAFOR EVERYE 300E SIO. f5 OF RFLOOR AREAAWIBUILDING MAXIMUM I TRAVELD DFSTANCER OFA 75 FEET TO ANY EXTINGUSHER) 26. INSTALL ALL BACKFLOW PREVENTION DEVICES AS REQ. BY CODE AND LOCAL BUILDING OFFICIALS 27. ALL CONSTRUCTION SHALL CONFORM TO THE 2015 EDITION OF THE IBC 28. SPECIAL INSPECTIONS SHALL BE APPROVED BY THE BUILDING OFFICIALS PRIOR TO CONTRUCTION 29. AT BUILDING ENVELOPE WHERE INSULATION IS INDICATED ON PIAN9 PROVIDE A FIRF RPRICTWC rn VAPOR BARRIER AT WARM FACE OF INSULATION. THE FACINCT SHALL NET BE IN DIRECT CONTACT WITH WALL OR CEILING THE FUME SPREAD SHALL HAV A CUSS OF ONE. ALLOW 1' AIR SPACE FOR AIR MOVEMENT 30. PROVIDE ILLUMINATED EXIT SIGNS AS INDICATED ON DRAWINGS AND AS REQUIRED BY CODE AND LOCAL BUILDING OFFICIALS 31. TOILET ROOM TO HAVE SEPERATE AND INDIVIDUAL EXHAUST SYSTEMS IN A SEPERATE SHAFT SEE SEC 1203 IBC 32. SUSPENDED CEILINGS TO BE DESIGNED FOR EARTHQUAKE ZONE 3 n0: EeViBlone 33. INSPECTIONS SHALL BE PREFORMED PER IBC 104.4 THE PROGRAM SHALL INCLUDE SAMPLES OF INSPECTION REPORTS AND PROVIDE TIME LIMITS FOR SUBMISSION OF REPORTS 34. MECHANICAL AND ELECTRICAL SYSTEMS PER WASHINGTON STATE ENERGY CODE, UNDER SEPERATE PERMITS job no: 35. ALL STRUCTURAL COLUMNS THAT ARE EXPOSED ARE TO BE COVERED WITH 5/e" GAS TO CEILING, 36. ALL TRIMS WOOD AND METAL ARE TO BE CAULKED AND PAINTED III��� AAA draw: NO O / V , z checked: date: 5-19-19 5-19-2019 5 sheet no: A=0.0 ENERGY LEGEND LDG ° architects �q1 B1 1 IIJa a ATrn CI ACC !I I-n RR1 IN AREA OF WORK 2,663 SO. FT. WALL AREA 2,553 SO. FT. NEW WINDOW OPENING 200 SO. FT. WALL OPENING % 8% ENERGY REQUIREMENTS: WALL R-21 BATT GLASS U = 0.038 20' 1 20' METAL TRIM CONC TILT WALL NEW INSULATED GLASS IN ANOD— STOREFRONT FRAME TO MATCH EXISTING - STIR STRONG BACKS AS I RED (TYP 4 PLACES) i N EXISTING MAN DOOR STOREFRONTFRAMETO EBACKSAAJSH 20 a 1 EXISTING 0'/ - STRR 10' 1 RE (TYP 4 PLACES) j 220 OFFICE C 219C -2.0 OFFICE NEW INSULATED WALL m R-21 BATT INSULATION (TYP) -I IREMOVE EXISTING GWB, 1" I g OFFICE RIGID AND METAL FURRING I11I AND REPLACE PER SECTION NEW GWB PARTITION WALL N 221 219B 219A TO BOTTOM OF Ell77IIIIISTING OFFICE OFFICE OFFICE I I GRID I rol NEW 3'x7' DOOR NEW STOREFRONT OFFICE 219D TO MATCH EXISTING OFFICE PARTITION TO MA H 223 OPENING IN CONC ^ EXISTING OFFICE PANEL -NO STIR RED — zte 224 225 226 I F7i i i OFFICE I OFFICE STOR I CONF I II L I h11 Irk-----T 217 '-' OFFICE NLJ ----- I`------- EXISTING STOREFR NT L 7 OFFICE PARTITION AND DOORS 3'X9' TO E MATCHED WITH 216 OFFICE I I I I I I I I N N I I I I I I T I 1I I I I I I I T I I I I N I r1— T`—t-�r -T -T`-� r -'T 'T -T`-i 216 L I OFFICE I I I I I 1 1 I I I I I I N 228 I I I I ' I I I I I F { _ __� �_ _J J__ __.I STAIR r-1 F--T r-- �__t_ J [__y 1_ 2FIC L__1_ i__1_J L__�__. OFFICE -- I T T F r__ _{ -_I ---_ ___ -- �__J a;"A 215A H. `r�rrrY OFFICE lJ l'J lJ I rJr--T---T L _1 _1 I I r -y ____ JAN 213A OFFICE ® O O 6 202 2D6 ATH STOR I I STOR ]o O O H TES 212 OFFICE o- /k725 TES203HALL OFFICE OFICE COFDFEE CONF T. EO TES J - zoo STAIR EAST ELEVATION SCALE e1 A SECTION A-4.1 1/2•=1'-0- EXISTING ROOF STRUCTURE EXISTING CONC TILT WALL EXISTING SUSP CEILING - REWORK AS REQUIRED FOR NEW WALL NEW %" GWB OVER 2X6 24" O.C. NEW R-21 BATT INSUL WITH V.B. AT WARM SIDE NEW SEALANT AND BAKER ROD (TYP) NEW METAL DRIP REMOVE EXISTING CONC PANEL PER STIR DWGS REMOVE EXISTING INTERIOR WALL SHEATHING NEW INSULATED GLASS IN ANOD ALUMN STOREFRONT U=0.038 NEW STRUCTURAL STEEL STRONGBACK (BEYOND) PER STRUCTURAL DRAWINGS EXISTING FLOOR STRUCTURE linardic design group . architects 6525 15TH AVE NVV #200 Seattle, wa 98117 (206)283-4764 NOT AND SPECIFICATIONS ANED. ALL DTS NEARS DLSONS AND. THE D ARRANGEMENTS AND SHALL REMAIN THE PROPERTY CF THE ARCHITECT ' PART THEREOF 3 REPRODUCED. COPIED. ADAPTED. SCLOSEO OR DISTNBVIED TO OTHERS. SOLD. PUBUSHED OR HERWISE UWITHOUT THE WRITTEN CONSENT AND APPROPRIATE W TO THE ARCI VISUAL CONTACT W THE ABOVE DRAWINGS OR snewH ATION3'SHALL CONSTITUTE CONCLUSI EVIDENCE OF ACCEPTANCE OF THESE RESTRKrI EXISTING ROOF STRUCT consultants: NEW 3.5" M.S. ALT KICKERS AT 8'-O.C. ATTACHED TO STIR WITH A-35 CLIPS EXISTING CEILING GRID TO REMAIN IN A-35 METAL CLIP W-2 #8 SHEET METAL SCREWS PER FACE ALT 8' O.C. NO PHYSICAL ATTACHMENT TO METAL GRID SYSTEM 0 NEW %" GWB EA SIDE °i OVER 3.5" M.S. 0 24" O.C. (PAINT) �3.5" 20 GA FLOOR SCREW 0 EA STUD PWER DRRIIVENR AIL 0 24"OO TO %sSECTION -4.0 1/2"=r-0° project title: PROPOSED PROJECT FOR: INNOVASIAN TENANT EXISTING ROOF STRUCT IMPROVEMENT KEW 3.5" M.S. ALT KICKERS AT 8'-O.C. ATTACHED TO STIR WITH A-35 CLIPS EXISTING SUSP CEILING GRID TO REMAIN A-35 METAL CLIP W-2 #8 SHEET METAL SCREWS PER FACE ALT 8' O.C. NO PHYSICAL ATTACHMENT TO METAL GRID SYSTEM NEW TEMP GLASS WALL SYSTEM TO MATCH EXISTING (VERIFY) NEW VINYL SCREEN OVER GLASS TO MATCH EXISTING ALUMN STOREFRONT SILL (1) #8 STUD POWER DRIVEN NAIL `j O 24" OC TO EXISTING FLOOR SYSTEM RECEIVED CITY OF TuKWILA I/c� SECTION JAN182019 -4.0 1/20=1'-9" PERMIT CENTER TUKWILA, WA sheet title: DEMO PLANS job no: drew: checked: 9-2019 1 sheet no: A-2.0 \� v date: 5-19-19 Al B / B1 D �1 F1 SUSP CEILING GRID TO (TYIS) LED TROFFERS TO RELOCATE AS REQUIRED ICY SWITCHING HWAY LIGHTING TO 1' CANDLE MIN SECOND FLOOR REF CEILING PLAN SECTION C405 ENERGY CODE NOTES: LIGHTING ELECTRICAL FEWER AND LIGHTING SYSTEMS COUSIN GENERAL (MANDATORY). THIS SECTION COVERS LIGHTING SYSTEM CONTROLS, THE CONNECTION OF BALLASTS, THE MAXIMUM LIGHTING POWER FOR INTERIOR APPLICATIONS, ELECTRICAL ENERGY CONSUMPTION. MINIMUM ACCEPTABLE LIGHTING EQUIPMENT FOR EXTERIOR APPLICATIONS, AND MINIMUM EFFICIENCIES FOR MOTORS AND TRANSFORMERS. EXCEPTION: DWELLING UNITS WITHIN COMMERCIAL BUILDINGS SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS C405.2 THROUGH DAUBS PROVIDED THAT A MINIMUM OF 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHT FIXTURES SHALL BE HIGH EFFICACY LAMPS. WALK-IN COOLERS ANON WALK-IN FREEZERS SHALL COMPLY WITH "05.101 REFRIGERATED WAREHOUSE COOLERS AND REFRIGERATED WAREHOUSE FREEZERS SHALL COMPLY WITH C405.n. C405.2 LIGHTING CONTROLS (MANDATORY). LIGHTING SYSTEMS SHALL BE PROVIDED WITH CONTROLS AS SPECIFIED IN SECTIONS C405.2.1, C405.2.2, C405.2.3, CAQI AND C405.2.5. EXCEPTION: INDUSTRIAL OR MANUFACTURING PROCESS AREAS, AS MAY BE REQUIRED FOR PRODUCTION AND SAFETY, CA05.2.1 MANUAL LIGHTING CONTROLS. ALL BUILDINGS SHALL INCLUDE MANUAL LIGHTING CONTROLS THAT MEET THE REQUIREMENTS OF SECTIONS C405.2.1.1 ANO C405.2.1,2, C405.2.1.1 INTERIOR LIGHTING CONTROLS. EACH AREA ENCLOSED BY WALLS OR FLOOR-TO-CE1UNG PARTITIONS SHALL HAVE AT LEAST ONE MANUAL CONTROL FOR THE LIGHTING SERVING THAT AREA. THE REQUIRED CONTROLS SIULL BE LOCATED WITHIN THE AREA SERVED BY THE CONTROLS OR BE A REMOTE SWITCH THAT IDENTIFIES THE LIGHTS SERVED AND INDICATES THEIR STATUS. EXCEPTION 1.AREAS DESIGNATED AS SECURITY OR EMERGENCY AREAS THAT NEED TO BE CONTINUOUSLY LIGHTED. 2.UGHTING IN STAIRWAYS OR CORRIDORS THAT ARE ELEMENTS OF THE MEANS OF EGRESS. CO05.2.1.2 LIGHT REDUCTION CONTROLS. EACH AREA THAT IS REQUIRED TO HAVE A MANUAL CONTROL SHALL ALSO ALLOW THE OCCUPANT TO REDUCE THE CONNECTED LIGHTING LOAD IN A REASONABLY UNIFORM ILLUMINATION PATTERN BY AT LEAST 50 PERCENT. LIGHTING REDUCTION SHALL BE ACHIEVED BY ONE OF THE FOLLOWING ON OTHER APPROVED METHOD: I.CONTROLLING ALL LAMPS OR LUMINAIRES; SEXUAL SWITCHING OF ALTERNATE ROWS OF LUMINAIRES. ALTERNATE LUMINAIRES OR ALTERNATE LAMPS; 3.SWITCHING THE MIODLE LAND LUMINAIRES INDEPENDENTLY OF THE OUTER LAMPS; OR 4.SWITCHING EACH LUMINAIRE OR EACH LAMP. EXCEPTION: LIGHT REDUCTION CONTROLS NEED NOT BE PROVIDED IN THE FOLLOWING AREAS AND SPACES: 1.AREAS THAT HAVE ONLY ONE LUMINAIRE. MTN RATED POWER LESS THAN 100 WATTS. 2AREAS THAT ARE CONTROLLED BY AN OCCUPANT -SENSING DEVICE. 3.CORRIDORS, EQUIPMENT ROOMS, STOREROOMS. RESTROOMS. PUBLIC LOBBIES, ELECTRICAL OR MECHANICAL ROOMS. 4.SLEEPING UNIT (SEE SECTION C4O5.2.3). SSPACES THAT USE LESS THAN 0.6 WATTS PER SQUARE FOOT IBIS W/M2). BEXAYLJGHT SPACES COMPLYING WITH SECTION "05.2.2.3.2. C405.2.2 ADDITIONAL LIGHTING CONTROLS, EACH AREA THAT IS REQUIRED TO HAVE A MANUAL CONTROL SHALL AM HAVE CONTROLS THAT MEET THE REQUIREMENTS OF SECTIONS COO6.2.2.1. C405.2.2.2 AND C405.2.2.3. EXCEPTION: ADDITIONAL LIGHTING CONTROLS NEED NOT BE PROVIDED IN TIE FOLLOWING SPACES: I.SLEEPING UNITS. 2.SPACES WHERE PATIENT CARE IS DIRECTLY PROVIDED. &SPACES WHERE AN AUTOMATIC SHUTOFF WOULD ENDANGER OCCUPANT SAFETY OR SECURITY. 4.UGHTING INTENDED FOR CONTINUOUS OPERATION. CI05.2.2.1 AUTOMATIC TIME SWITCH CONTROL DEVICES. AUTOMATIC TIME WITCH CONTROLS SHALL BE INSTALLED TO CONTROL LIGHTING IN ALL AREAS OF THE BUILDING, AUTOMATIC TIME SWITCHES SHALL HAVE A MINIMUM T DAY CLOCK AND BE CAPABLE OF BEING SET FOR 7 DIFFERENT DAY TYPES PER WEEK AND INCORPORATE AN AUTOMATIC HOLIDAY 'SHUT-OFF" FEATURE, WHICH TURNS OFF ALL LOADS FOR AT LEAST 24 HOURS AND THEN RESUMES NORMALLY SCHEDULED OPERATIONSAUTOMATIC TIME SWITCHES SHALL ALSO HAVE PROGRAM BACK-UP CAPABILITIES, WHICH PREVENT THE LOSS OF PROGRAM AND TIME SETTINGS FOR AT LEAST 10 HOURS, IF POWER IS INTERRUPTED. EXCEPTIONS: (.EMERGENCY EGRESS LIGHTING DOES NOT NEED TO BE CONTROLLED BY AN AUTOMATIC TIME $WITCH. 21IGHTING IN SPACES CONTROLLED BY OCCUPANCY SENSORS DOES NOT NEED TO BE CONTROLLED BY AUTOMATIC TIME SWITCH CONTROLS. THE AUTOMATIC TIME SWITCH CONTROL DEVICE SHALL INCLUDE AN OVERRIDE SWITCHING DEVICE THAT COMPLIES WITH THE FOLLOWING: I.THE OVERRIDE SWITCH SHALL BE IN A READILY ACCESSIBLE LOCATION: 2. THE OVERRIDE SWITCH SHALL BE LOCATED WHERE THE UGHTS CONTROLLED BY THE SWITCH ARE VISIBLE; OR THE SWITCH SHALL PROVIDE A MECHANISM WHICH ANNOUNCES THE AREA CONTROLLED BY THE SWITCH; 3.THE OVERRIDE SWITCH SHALL PERMIT MANUAL OPERATION; 4.THE OVERRIDE SWITCH, WHEN INITIATED. SHALL PERMIT THE CONTROLLED LIGHTING TO REMAIN ON FOR A MAXIMUM OF 2 HOURS; AND 5.ANY INDIVIDUAL OVERRIDE SWITCH SHALL CONTROL THE LIGHTING FOR A MAXIMUM AREA OF 50 EXCEPTION: SO RE M2) FEET (A65 , EXCEPTION: WITHIN MALLS, ARCADES, AUDITORIUMS, SINGLE TENANT RETAIL SPACES, INDUSTRIAL FACILITIES AND ARENAS: 1.THE TIME LIMIT SHALL BE PERMITTED TO EXCEED 2 HOURS PROVIDED THE OVERRIDE SWITCH IS A CAPTIVE KEY DEVICE; AND LINE AREA CONTROLLED BY THE OVERRIDE SWITCH IS PERMITTED TO EXCEED 5,000 SQUARE FEET (ME M2), BUT SHALL NOT EXCEED 20,000 SQUARE FEET (1860 M2). CLO5.2.2.2 OCCUPANCY SENSORS. OCCUPANCY SENSORS SHALL BE INSTALLED IN ALL CLASSROOMS, CONFERENCE/ MEETING ROOMS, EMPLOYEE LUNCH AND BREAK ROOMS, PRIVATE OFFICES, RESTROOMS, WAREHOUSE SPACES, STORAGE ROOMS AND JANITORIAL CLOSETS, AND OTHER SPACES 300 SQUARE FEET (28 M2) OR LESS ENCLOSED BY FLOOR -TO- CEILING HEIGHT PARTITIONS. THESE AUTOMATIC CONTROL DEVICES SHALL BE INSTALLED TO AUTOMATICALLY TURN OFF LIGHTS WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE, AND SHALL EITHER BE MANUAL ON OR SHALL BE CONTROLLED TO AUTOMATICALLY TURN THE LIGHTING ON TO NOT MORE THAN 50 PERCENT POWER. EXCEPTION: TILL AUTOMATIC -ON CONTROLS SHALL BE PERMITTED TO CONTROL UIOHTING IN PUBLIC CORRIDORS, STAIRWAYS, RESTROOMS, PRIMARY BUILDING ENTRANCE ARIAS AND LOBBIES, AND AREAS WHERE MANUAL -ON OPERATION WOULD ENDANGER THE SAFETY OR SECURITY OF THE ROOM OR BUILDING OCCUPANTS. C405.2.2.3 DAYLIGHT ZONE CONTROL. DAYLIGHT ZONES SHALL BE DESIGNED SUCH THAT LIGHTS IN THE DAYLIGHT ZONE ARE CONTROLLED INDEPENDENTLY OF GENERAL AND LIGHTING AND ARE CONTROLLED IN ACCORDANCE WITH SECTION C405.2.2.3.2. EACH DAYLIGHT CONTROL ZONE SHALL NOT EXCEED 2,500 SQUARE FEET (232 M2). CONTIGUOUS DAYLIGHT ZONES ADJACENT TO VERTICAL FENESTRATION ARE ALLOWED TO BE CONTROLLED BY A SINGLE CONTROLLING DEVICE PROVIDED THAT THEY 00 NOT INCLUDE ZONES FACING NOTE MAE TWO FENESTRATION. CONTROLS SHALL: ADJACENT CARDINAL ORIENTATIONS (I.E., NORTH, EAST, SOUTH, WEST). THE PRIMARY DAYLIGHT ZONE SHALL BE CONTROLLED SEPARATELY FROM THE SECONDARY DAYLIGHT ZONE. DAYLIGHT ZONES UNDER SKYLIGHTS MORE THAN 15 FEET (4572 MR) FROM THE PERIMETER SMALL BE CONTROLLED SEPARATELY FROM DAYLIGHT ZONES ADJACENT TO VERTICAL LCONTRIM ONLY LUMINAIRES WITHIN THE DAYUT ABU. 2ANCORPORATE TIME -DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT LEVEL CHANGES OF LESS THAN THREE MINUTES. EXCEPTION: DAYLIGHT ZONES ENCLOSED BY WALLS OR CEILING HEIGHT PARTITIONS AND CONTAINING TWO OR FEVER LIGHT FXTURES ARE NOT REWIRED TO HAVE A SEPARATE SWITCH FOR GENERAL AREA LIGHTING. CAOS2,2.3,1 RESERVED. C405.2.13.2 AUTOMATIC OAYLIGMINO CONTROLS. SEROINT AND OTHER CONTROLS FOR CALIBRATION THE LIGHTING CONTROL DEVICE SHALL BE READILY ACCESSIBLE. OAYUCHMG CONTROLS OUNCE SHALL RE CAPABLE OF AUTOMTICALLY REDUCING I ME EMITTING MASON IN 1,0125Pg15E TO AVAILABLE DAry1Gi BT pTNFR ONE Of THE ftu "". dITIMKW DIMMING USING DIMMING BALLADS AMID OOIIPM_c[uauu,mu... _ _._. mvnl u.�w. _ AIR"Li __.. _. _A�... A.A..,n,. ,,,,.0 .DEN-LwEL swncxlNG AND DAnIGxT-spmxG c -_.___ __ILIA.._ AA, A"...,,,, EUNL COMIxLOUSLY TD LESS AUTOMATICALLY, THE SYSTEM SHALL PROVIDE A NMINUY Of iW0 CONTROL CHANNELS PER ZONE AND BE INSTALLED IN A MANNER MN THATA! TMAT AR CAPABLE Of REDUCING IIOxNXO POWER LEAST ME COMMIE STEP 15 BETWEEN 50 PERCENT AND 70 PERCENT OF DESIGN VENTING POWER AND ANOTHER CONTROL STEP IS NO CRGTER THAN 35 PERCENT of GERMN POWER, ANO THE MIEN 15 CAPABLE Of AUTCNATICAOLY TURNING THE SY51EY OPT. C405.2.2.3.3 RESERVED. C4O5.2.3 SPECIFIC APPLICATION CONTROLS. SPECIFIC APPLICATION CONTROLS SHALL BE PRO VS FOR TITS FOLLOWING: 1-DISPLAY AND ACCENT LIGHT SHALL BE CONTROLLED BY A DEDICATED CONTROL WHICH IS INDEPENDENT OF THE CONTROLS FOR OTHER LIGHTING WITHIN THE ROOM OR SPACE. WITHIN THE BOON OR SPACE. 21IGHTING IN CASES USED FOR DISPLAY CASE PURPOSES SHALL BE CONTROLLED BY A DEDICATED CONTROL WHICH a INDEPENDENT OF ME CONTROLS FOR OTHER LIGHTING 3.HOTEL AND MOTEL SLEEPING UNITS AND GUEST SUITES SHALL HAVE A MASTER CONTROL DEVICE AT THE MAIN ROOM ENTRY THAT CONTROLS ALL PERMANENTLY INSTALLED LUMINAIRES AND SWITCHED RECEPTACLES. WHERE A HOTEL/MOTEL INCLUDES MORE THAN 50 ROOMS, CONTROLS SHALL BE AUTOMATIC TO ENSURE ALL POWER TO THE LIGHTS AND SWITCHED OUTLETS ARE TURNED OFF WHEN THE OCCUPANT IS NOT IN THE ROOM. 4.SUPPLEMENTAL TASK LIGHTING, INCLUDING PERMANENTLY INSTALLED UNDER -SHELF OR UNDER -CABINET LIGHTING, SHALL BE AUTOMATICALLY SHUT OFF WHENEVER THAT SPACE IS UNOCCUPIED AND SHALL HAVE A CONTROL DEVICE INTEGRAL TO THE LUMINAIRES OR BE CONTROLLED BY A WALL -MOUNTED CONTROL DEVICE PROVIDED THE CONTROL DEVICE IS READILY ACCESSIBLE. SLIGHTING FOR NONVISUAL APPLICATIONS, SUCH AS PLANT GROWTH AND FOOD WARMING, SHALL BE CONTROLLED NY A DEDICATED CONTROL WHICH IS INDEPENDENT OF THE CONTROLS FOR OTHER LIGHTING WITHIN THE ROOM OR SPACE. &LIGHTING EQUIPMENT THAT IS FOR SALE OR FOR DEMONSTRATIONS IN LIGHTING EDUCATION SHALL BE CONTROLLED BY A DEDICATED CONTROL WHICH IS INDEPENDENT OF THE CONTROLS FOR OTHER LIGHTING WITHIN 111E ROM OR SPACE. 71JUMINAIRES SERVING THE EXIT ACCESS AND PROVIDING MEANS OF EGRESS ILLUMINATION REQUIRED BY SECTION 1006.1 OF THE INTERNATIONAL BUILDING CODE, INCLUDING LUMINAIRES THAT FUNCTION AS BOTH NORMAL AND EMERGENCY MEANS OF EGRESS ILLUMINATION SHALL BE CONTROLLED BY A COMBINATION DF LISTED EMERGENCY RELAY AND OCCUPANCY SENSORS, OR SIGNAL FROM ANOTHER BUILDING CONTROL SYSTEM, THAT AUTOMATICALLY SHUTS OFF THE LIGHTING WHEN THE AREAS SERVED BY THAT ILLUMINATION ARE UNOCCUPIED. EXCEPTION: MEANS OF EGRESS ILLUMINATION SERWNG THE EXIT ACCESS THAT DOES NOT EXCEED 0.05 WATTS PER SQUARE FOOT OF BUILDING AREA IS EXEMPT FROM THIS REQUIREMENT. C405.2.4 EXTERIOR LIGHTING CONTROLS. LIGHTING NOT DESIGNATED FOR DUSK -TO -DAWN OPERATION SMALL BE CONTROLLED BY EITHER A COMBINATION OF A PHOTOSENSOR AND A TIME SWITCH, OR AN ASTRONOMICAL TIME SWITCH. LIGHTING DESIGNATED FOR DUSK -TO -DAWN OPERATION SHALL BE CONTROLLED BY AN ASTRONOMICAL TIME SWITCH OR PHOMSENSOR, ALL TIME SWITCHES SHALL BE CAPABLE OF RETAINING PROGRAMMING AND THE TIME SETTING DURING LOSS OF POWER FOR A PERIOD OF AT LEAST 10 HOURS. C405.2.5 AREA CONTROLS. THE MAXIMUM LIGHTING FEWER THAT MAY BE CONTROLLED FROM A SINGLE SWITCH OR AUTO ATIC CONTROL SHALL NOT EXCEED THAT WHICH IS PROVIDED BY A 20 AMPERE CIRCUIT LOADED TO NOT MORE THAN 80 PERCENT. A MASTER CONTROL MAY BE INSTALLED PROVIDED THE INDIVIDUAL SWITCHES RETAIN THEIR CAPABILITY TO FUNCTION INDEPENDENTLY. CIRCUIT BREAKERS MAY NOT BE USED AS THE SOLE MEANS OF SWITCHING. EXCEPTION: AREAS LESS THAN 5 PERCENT OF THE BUILDING FOOTPRINT FOR FOOTPRINTS OVER f00DW FT2. C405.3 RESERVED. C405.4 EXIT SIGNS (MANDATORY). INTERNALLY ILLUMINATED EXIT SIGNS SHALL NOT EXCEED 5 WATTS PER SIDE. C405.5 INTERIOR LIGHTING POWER REQUIREMENTS (PRESCRIPTIVE). A BUILDING COMPLIES WITH THIS SECTION IF ITS TOIAL CONNECTED LIGHTING FEWER CALCULATED UNDER SECTION C605.5.1 IS NO GREATER THAN THE INTERIOR LIGHTING FEWER CALCULATED UNDER SECTION C405.5.2. C405.5.1 TOTAL CONNECTED INTERIOR LIGHTING POWER. THE TOTAL CONNECTED INTERIOR LIGHTING POWER (WATTS) SHALL BE THE SUM OF THE WATTS EQUIPMENT AS DETERMINED IN ACCORDANCE WITH SECTIONS C405.5.1.1 THROUGH C405.5.1.4. Of ALL INTERIOR LIGHTING EXCEPTIONS: I.THE CONNECTED POWER ASSOCIATED WITH THE FOLLOWING LIGHTING EQUIPMENT IS NOT INCLUDED IN CALCUTATIMD TOTAL CONNECTED LIGHTING FEWER. 1.1. PROFESSIONAL SPORTS ARENA PLAYING FIELD LIGHTING. 1.2. EMERGENCY LIGHTING AUTOMATICALLY OFF DURING NORMAL BUILDING OPERATION. 1.3. LIGHTING IN SPACES SPECIFICALLY DESIGNED FOR USE By OCCUPANTS WITH SPECIAL LIGHTING NEEDS INCLUDINR OE VISUALLY IMPAIRED AND OTHER MEDICAL AMID AGE -RELATED ISSUES. L& CASINO GAMING AREAS. 1.5. GENERAL AREA LIGHTING POWER IN INDUSTRIAL AND MANUFACTURING OCCUPANCIES DEDICATED TO THE INSPECTION OR QUALITY CONTROL OF GOODS AND PRODUCTS. DEVICEVICE:: 2.LIEQUIPMENT USED FOR THE FOLLOWING SHALL BE EXEMPT PROVIDED THAT IT M IN ADDITION TO GENERALOOHTING AND IS CONTROLLED BY AN INDEPENDENT CONTROL 2.1. TASK LIGHTING FOR MEDICAL AND DENTAL PURPOSES. 2.2. DISPLAY LIGHTING FOR EXHIBITS IN GALLERIES, MUSEUMS AND MONUMENTS. 3.1LIGHTING FOR THEATRICAL PURPOSES. INCLUDING PERFORMANCE, STAGE, FlLM PRODUCTION AMU VIDEO PRODUCTION, CLINTON) FOR PHOTOGRAPHIC PROCESSES. S.UGHTING INTEGRAL TO EQUIPMENT OR INSTRUMENTATION AND IS INSTALLED BY THE MANUFACTURER. STASK LIGHTING FOR PLANT GROWTH OR MAINTENANCE. RECE.IYED 7AADVERTISING SIONAGE OR DIRECTIONAL SIGNAGE. CITY EC IVED LA BIN RESTAURANT BUILDINGS AND AREAS, LIGHTING FOR FOOD WARMING OR INTEGRAL TO FOOD PREPARATION EQUIPMENT. 91IGHTING EQUIPMENT THAT IS FOR SALE. 10. UGHTING DEMONSTRATION EQUIPMENT IN LIGHTING EDUCATION FACILITIES. JAN 1 8 2919 11. LIGHTING APPROVED BECAUSE OF SAFETY OR EMERGENCY CONSIDERATIONS. INCLUSIVE OF EXIT LIGHTS. 12. LIGHTING INTEGRAL TO BOTH OPEN AND CUSS ENCLOSED REFRIGERATOR AND FREEZER CASES. 13. LIGHTING IN RETAIL DISPLAY WINDOWS, PROVIDED THE DISPLAY AREA IS ENCLOSED BY CEILING -HEIGHT PARTITIONS PERMIT CENTER 14. FURNITURE MOUNTED SUPPLEMENTAL TASK LIGHTING THAT IS CONTROLLED BY AUTOMATIC SHUTOFF. 15. LIGHTING USED FOR AIRCRAFT PAINTING LDG 0 architects linardic design group . architects 6525 15TH AVE NW #200 seottle, wa 98117 (206)283-4764 Or SHED. ALL RIGHTSRESERVED E ABOVE RAWINOS AND SRttIFICAFION9 AND GS E"S AND ANNOUNCEMENTS REPRESEA T� THEREBY NO AND SHALL REMAIN THE OF FNC THEREOF g REPRODUCED. COPIED. ADAPTED. DISCLOSED R DISTRIBUTED TO OTHERS OR OTHERWISE WINOUT LAVRI1XIIiN CONSENT OF N'0 APPROPRIATE COMPENSATION E TIE INGS OR SPECIFICATIONS SHACT. NNSUAL LL CONSTITUTE CONWIN ME CLUSIVMS E EVIDENCE OF ACCEFIANtt of BERE RESIBtmm FXROCHATE MAYESE AR FEE - l consultants: project title: PROPOSED PROJECT FOR: INNOVASIAN TENANT IMPROVEMENT Q TUKWILA, WA sheet title: REFLECTIVE CEILING SUBMITTAL job no: draw: checked: date: sheet no: AmI LDG a architects l ENGINEERING #19003 Structural Sketches For: INNOVASIAN CUISINE PANEL OPENINGS AT 116 Andover Park East Tukwila, WA I r9NlpbrR a. WOO SeWME WA "I" (me) W94II2m PNBU aslrtn A1Mylyma 0V07/2019 Architect: LDG Architects 6525 15" Avenue NW #200 Seattle, WA 98117 Design Criteria: IBC 2015 Live Load: Roof Snow Load IF 25 pef Seismic: Ss = 145%. St IF 54.1 %. SDB WE 0.967, R = 5, Ca = 0.193 Wind: Wind Speed = 110 mph (USD) 85 mph (ASCII KA = 1.00 ExpoaunB B C T .,G;JNNOVASIAN CUISINE - PANK OPENINGS to WfSPoru S,. wRN Bn 4Ma• WA WI" 0014 5lE mx: Google Maps 116 Andover Park E Tukwlle, WA Coordinates: Latitude 47A59871 Longitude-122.249225 Impey o2at9Gooyn mepaM aXg9 BOyY MIT d 1 — WIDE WHIMUEe,wn L. C T WIDE WE WHIN WA INNOVASL4N CUISINE-PANErL OPENINGS OEM: rrRM.E:�_ RDE12wsu M (,•;I,xT; Par NURSING: pOq>eSAOEe IL �e A61e 4'I*4 (3Y4- t-av Vak wnkCKT) I pC. (2R1.IC3 6iAWC.OY pA�I.�L Nrd.1 qc�6j f@)14Cn 1214CK tyu. RNrRI r.aIRRRI. ICBNaY,emm. O T S01b26 Y,IN4 WR VNImu 1NNOVASIAN CUISINE - PA %L OPENINGS a,r; "1N uxlms s,5 aRBRIw linardic design group . architects 6525 15TH AVE NW #200 Seattle, wa 98117 (206)283-4764 NOT O. ALL RIGHTS RESERVEAND SPECIFICATIONS AND IDEAS D. THE ABOVE ORAWS AND Exis REPRESENT SMALL R N Or TXEA HTECT.. ME PART THEREOF SHAD -BE REPR000CEO. COPIED. ADAPTED. DISCLOSED OR OISTRI VOI) TO OTHERS. GOLD. PUBLISHED. OR OTHERWISE USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPANGUXE COMPENSATION TO THE ARCXNEOT. VDIUAL CONTACT WITH SPECIFICATIONS TO SMALL CONSTITUTE CONCLUSIVE EVIDENCE OF ALCEPTANDE OF iNOE IRSIPoCMA consultants: project title: PROPOSED PROJECT FOR: INNOVASIAN TENANT IMPROVEMENT C. ., , - WK W I LA,' WA sheet title: STRUCTURAL DETAILS '.I IPERMIT SUBMITTAL 15-19-2019 I nECFiVEO CITY OF TUKWILA job no: sheet no: JAN 18 2019 PERMIT CENTER drew: Milk1.0 checked: date: 5-19-19