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HomeMy WebLinkAboutPermit D19-0067 - FRANZ BAKERY - ADD OVERHEAD DOORFRANZ BAKERY 18298 ANDOVER PARK W UNIT B 019-0067 Parcel No: Address: �~^�x» ^�� Tukwila ~~U~� n�o n U�ovm��na Deportment ofCommunity Development 63OOSouthcenterBoulevard, Suite #10n Tukwila, Washington BG1O8 Phone; 206'431'3670 Inspection Request Line: 2V6-438'935O Web site. httr)://www.TukwilaWA.gov DEVELOPMENT PERMIT 3523049018 Permit Number: O19'0067 l8Z98ANDOVERPARK VYUnitD Issue Date: 5/10/2019 Permit Expires On: 11/12/2819 Project Name: FRANZ BAKERY Owner: Name: Contact Person: Address: Contractor: Name: License No: Lender: Name' ,,WA, ELLSVVORTHBUILDERS, INC, 8435 219TH5TSE#100 VVQ0D|NV|LLE'VVA 98072-8084 CBRE|N[ 2O4l57ZNDAVE S#ZlOC/O 5TOCKBR0GECAPITAL GP, KENT,WA, 98O]2 Phone: (206)408'8641 Phone; Expiration Date: 2/14/2020 DESCRIPTION OFWORK: ADDITION OF THE NEW 12'WIDE X 14'HIGH DRIVE. -IN SECTIONAL OVERHEAD DOOR IN EXISTING WALL Project Valuation: $30,000.00 Type ofFire Protection: Sprinklers: YES Fire Alarm: YES Type cfConstruction: V8 Electrical Service Provided by: Fees Collected: $1,212.24 Occupancy per IBC: O Water District: Sewer District: 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: VVACities Electrical Code: VYA[296468: VVAState Energy Code: 2017 2017 2817 2015 Public Works Activities: [hanne|izadon/5trip|nA: 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: Permit Center Authorized Signatur Volumes: Cut: 0 Fill: 0 Number: 0 No dot& Date: 5/611 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to theonditions attached to this permit. Signature: Print Name: 1^Dwe,2 p c ,, 4-te-7MA-x6V Date: -51/4212-019 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: When special inspection is required, either the owner or the registered design professional in responsible 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 a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (IU6'4]l']67U). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. D: VALIDITY 0FPERMIT: The issuance orgranting ofapermit shall not beconstrued tobeapermit for, oran 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 ofthe City ofTukwila shall not bevalid. The issuance ufapermit based nnconstruction documents and other data shall not prevent the Building Official fromreqvihngthecorpectioncfennnin the construction documents and other data. lS: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall beextended, altered oraugmented asnecessary tumaintain and continue protection whenever the building isaltered, remodeled oradded to. Alterations tnfire protection systems shall bedone inaccordance with applicable standards, (|F[9Ol.4) 13: Sprinklers shall beinstalled under fixed obstructions over 4feet (l2m)wide. (NFPA1]'8.6.5.3.3)(EXTEND SPRINKLER PROTECTION TOBENEATH ROLL UPDOOR WHEN |NOPEN POS[r0Nj 12: All new sprinkler systems and all modifications v»existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications tosprinkler systems involving more than 5nheads shall have the written approval ofFactory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior tosubmittal tothe Tukwila Fire Prevention Bureau. Nnsprinkler work shall commence without approved drawings. (City Ordinance No. 24]6). 14: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436and #Z437) 16: Any overlooked hazardous condition and/or violation of the adopted Fire o, Building Codes does not imply approval ufsuch condition nrviolation. 17: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at(2V6)575-44D7, PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206)43g'935O 1700 8U|LD|NGF|NAL~~ 1400 FIRE FINAL 4040 S|'EPDXY/EXPCON[ CITY OF TIM ,A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pea No. 1)19 P7 Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans roust be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 8700210020 Site Address: 18290 Andover Park West Suite Number: Bldg. 8 Floor: 1 F Tenant Name: Franz Bakery PROPERTY OWNER Name: Clarion Partners / CBRE Address: 20415 72nd Avenue South, Suite 210 City: Kent State: WA Zip: 98032 CONTACT PERSON — person receiving all project communication Name: Nadia Azarova Address: 1200 5th Ave City: Seattle State: WA Zip: 981101 Phone: (206) 408-8641 Fax: Email: NAzarova@nelsonww.com GENERAL CONTRACTOR INFORMATION Company Name: T.B.D. Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: New Tenant: 0 Yes ARCHITECT OF RECORD Company Name: Nelson: Nelco Architecture, Inc Architect Name: Adam Segalla Address: 1200 5th Ave City: Seattle State: WA Zip: 98101 Phone: (206) 408-8510 Fax: Email: ASegalla@nelsonww.com ENGINEER OF RECORD Company Name: Shutler Consulting Engineers Engineer Name: John Headland Address: 12503 Bel -Red Road City: Bellevue State: WA Zip: 98005 Phone: (425) 450-4075 Fax: (425) 450-4076 Email: johnh@shutler.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: 2 ov/s .i i 44 41_4 Soul% / cult, 2 City: ke4 i State: Tag- Zip: 9y032. 11: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 8-9-11 .docx Revised: August 2011 bh Page I of 4 BUILDING PERMIT INFORMATIO 06-431-3670 Valuation of Project (contractor's bid price): $ 30,000 Describe the scope of work (please provide detailed information): Addition of the new 12'Wx 14'H drive-in sectional overhead door in existing wall Existing Building Valuation: $ Will there be new rack storage? ❑ Yes ®.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of ( Construction per IBC Type of Occupancy per IBC I't Floor 9,936 0 0 0 Existing B/S-1 2"d Floor 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 I8 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes FIRE PROTECTION/HAZARDOUS MATERIALS: Compact: Handicap: No If "yes", explain: Sprinklers [....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Existing Condd Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2- x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ .......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 - 0-9-1 I.docx Revised: August 2011 hh Page 2 of 4 PUBLIC WORKS PERMIT INFOOATION - 2 16433-0179 Scope of Work (please provide detailed information): None Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District fl „.Tukwila 0..Water District # I 25 0 ...Water Availability Provided Sewer District El ...Tukwila 0 ...Sewer Use Certificate • Highline El _Valley View .. Renton 0...Sewer Availability Provided .. Renton .. Seattle Septic System: 0 On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): Li ...Civil Plans (Maximum Paper Size - 22" x 34") 0 ...Technical Information Report (Storm Drainage) LI Geotechnical Report Ej . „Bond L3 .. Insurance 0 Easement(s) Maintenance Agreement(s) Proposed Activities (mark boxes that apply): El ...Right-of-way Use - Nonprofit for less than 72 hours ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way Cl Non Right-of-way 0 El ...Total Cut rj ...Total Fill cubic yards cubic yards 0 ...Traffic Impact Analysis ...Hold Harmless - (SAO) 0 ...Hold Harmless - (ROW) .. Right-of-way Use - Profit for less than 72 hours D .. Right-of-way Use - Potential Disturbance .. • Work in Flood Zone .. • Storm Drainage El ...Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Grease Interceptor El ...Cap or Remove Utilities 0 .. Curb Cut D .. Channelization 0 ...Frontage Improvements 0 .. Pavement Cut 0 .. Trench Excavation 0 _Traffic Control 0 .. Looped Fire Line 0 _Utility Undergrounding El ...Backflow Prevention - Fire Protection 77 Irrigation Domestic Water Li ...Permanent Water Meter Size... „ WO # 0 ...Temporary Water Meter Size .._ If WO # 0 ...Water Only Meter Size " WO # 0 ...Deduct Water Meter Size 0 ...Sewer Main Extension Public El Private 0 El ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: State Zip City H: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - I .olocs Revised: August 2011 Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105,3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT, BUILDING OWNER OR AUTH RIZED GE Signature: Print Name: Nadia Azarova Day Telephone: (206) 408-8641 Date: 02/22/2019 Mailing Address: 1200 5th Ave, Suite Seattle WA 98101 City Slott Zip 11: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 8-9-11.docs Revised: August 2011 1,5 Page 4 of 4 Cash Register Receipt city of Tukwila Receipt Number DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $749.98 D19-0067 Address: 18298 ANDOVER PARK W UnitB Apn: 3523049018 $749.98 DEVELOPMENT 715,46 PERMIT FEE R000.322,100.00,00 0,00 690.46 WASHINGTON STATE SURCHARGE B640.237,114 0,00 $25.00 TECHNOLOGY FEE $34.52 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17676 R000.322.900.04.00 0.00 $34.52 $749.98 Date Paid: Friday, May 17, 2019 Paid By: ELLSWORTH BUILDERS, INC. Pay Method: CHECK 23828 Printed: Thursday, May 16, 2019 4:33 PM 1 of 1 T SYSTEMS Receipt Number DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY . PAID $462.26 D19-0067 Address: 18290 ANDOVER PARK W 8 Apn: 3523049018 $462.26 Credit Card Fee $13.46 Credit Card Fee R000.369,908.00.00 6.00 $13.46 DEVELOPMENT $448.80 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R16964 R000.345.830.00.00 0.00 $448.80 $462.26 Date Paid: Monday, February 25, 2019 Paid By: KRISTINE BURT Pay Method: CREDIT CARD 013535 Printed: Monday, February 25, 2019 8:00 AM 1 of 1 CO TUKNILx ETRAKIT 6200 S0UTH[ENTER 8LVD TUKWILA' WA 98188 286'433'1870 CITY OF TUKWIL4 Date: 02/25/2019 07:59:32 4M CREDIT CARD SALE VISA CARD NUMBER: **********51,06 K TKAN AMOUNT: $462.26 APPROVAL [D: 013535 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy INSPECTION RECORD Retain a copy with permit DIl -ZV67 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 Permit Inspection Request Line (206) 438-9350 Pro Ty - •f Inse,n: � , Address: /22ff 7structions: ate Ca led: Special ( - I / - „B' Date Wanted:4 Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: lnspectoz Date: 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. POST -INSTALLED ANCHORS REPORT MAYES TESTING ENGINEERS Alienzeart Report Number: Service Date: Report Date: M8191170.0001 06/04/19 06/05/19 10029 S. Tacoma Way Ste E2 Tacoma, WA 98499-4686 . 253-573-9939 Client Ellsworth Builders Inc Attn: Brian McCormick 8425 219th St SE Woodinville, WA 98072-8040 Project Franz Bakery Tukwila 18290 - 18298 Andover Park West Tukwila, WA Project No.: M8191170 Permit No.: D19-0067 Weather: Clear Onsite to perform post installed anchor inspection of the following: Contractor is installing 18 each 5/8 X 6" wedge anchors for wall cutout support. Inspector confirmed the torqueing per approved drawing at 90 ft. lbs. with a calibrated torque wrench. All anchors are installed per approved drawings. No discrepancies found. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspection/Materials Testing Mayes Testing Engineers Rep.: Thomas Callea Reported to: Contractor: Ellsworth Builders Report Distribution: (1) Ellsworth Builders Inc, Brian McCormick (1) Terracon Consultants, Inc., Paul Davis (1) City of Tukwila, Budding Official Reviewed By: RECEIVED CITY OF TUKWILA JUL 0 3 2019 PERMIT CENTER Paul Davis The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 10-16-13, Rev.10 Page 1 of 1 A f♦ _ SHUTLER - CONSULTING = —= ENGINEERS, Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425) 450-4075 FAX (425) 450-4076 JOB SSBP BLDG 8 -NEW OPENING SHEET NO. COVER OF CALCULATED BY NP DATE 2/6/2019 CHECKED BY JH SCALE JOB NUMBER 19-01.08 DATE STRUCTURAL CALCULATIONS FOR: SEATTLE SOUTH BUSINESS PARK, BUILDING 8 18298 SEGALE PARK DRIVE A. TUKWILA, WASHINGTON ARCHITECT: NELSON/CRAFT 1200 FIFTH AVENUE, SUITE 1300 SEA 1-1 LE, WASHINGTON (206) 408 - 8500 DESIGN CRITERIA: CODE WIND LOAD 3EI D1 OFrol CODE COMPLIANCE APPROVED MAR 15 2019 City of Tukwila BUILDING DIVISION F E INTERNATIONAL BUILDING CODE, 2015 EDITION 110 MPH ZONE, EXPOSURE'B' ATION: Ss = 142.2% Sds = 0.948 S1 = 53.1% Shc = 0.531 Ie = 1.0 SITE SOIL CLASS `D' SEISMIC DESIGN CATEGORY `D' OCCUPANCY CATEGORY= II RECEIVED CITY OF TUKWILA FEB 2 5 2019 PERMIT CENTER /MIMI SHUTLER 1111.1h MIMI CONSULTING Imp ENGINEERS, INC. 12503 Bel -Red Road, Suite 100 Bellevue, WA 98005 (425) 450-4075 ' FAX (425) 450-4076 JOB 550,P SHEETNO. • CALCULATED BY iE DATE OF SCALE WIND LOADS - MAIN WIND FORCE RESISTING SYSTEM Simplified Design Wind Pressure based on Section 28.6 of ASCE 7-10 Wind Criteria: Risk Category, I, II, Ill or IV Basic Wind Speed Exposure Average roof height Roof angle = A= Minimum wind pressure, Ps, for Zones A and C is +16 Ps for Zones E, F, G and H are equal to zero psf. Ps=A*KiiLf *PS30 11 110 B 27.50 0° to 5° 1.00 1.00 MPH ft. (See Table 1.5-1 of ASCE 7-10) (See Figure 26.5-1A, B or C of ASCE 7-10) (See Section 26.8 and Figure 26.8-1 of ASCE 7-10) PSF, Zones B and D is +8 PSF, while assuming (Section 26.6.4 of ASCE 7-10) Load Case 1 Load Case 2 Zone Ps3o PS A 19.20 PSF 19.20 PSF B -10.00 PSF -10.00 PSF C 12.70 'PSF 12.70 PSF D -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 GoH -25.30 PSF -25.30 PSF 4/o/zui u.o. oetsmic uesign tvtaps > t%•• '‘....Y.-,.."! .... ' •-....''''';', OoAeriz,e::.` '...1 `bi ' -- - ' Factored 'iliiiisiiii)kiiiila abefiteibtleiii•iiakie. (0eakEltatirid'ACCeleratiOn). '-' : - ' ' ••' , 7,-- " •-" '-,,:', -,..5=•;;.i':ii=7.'--.....c;1.;:).N.....ni,,T-ifi*j=r4A.r4='==.- ".=•=rt‘' PFtsiii- ' " iipOe‘ifi4tu0.0160'',01k`;'4.°"OffiOtintAt:Pt(04 pen° s''',..::::. \ ,,,,,.. ..,:.4,,!, ,. " '-', *..'';"'"7:::,',--..),..:-.:,''7.• ',;:i...y-..f.,.,... 'L. :'..--.-..•,,,..).-=,'..:=:.: : -..-:..-.‘ .., , , . 6006441110.0thki4k4efflei0fitlat,*i341ri00.pft.::4:.,:z„, :• -.4.--,.:7,,,....:..._,:i...-..-..pm-,,„,-, ,..-,....., z-,---';.;:,--,-,,,,--',4J.-_..:...,:, • ---: ':,; I 'V-, ;;*::,-^",,C".:..., ;.: ,'----. .- i::- ,,-.-.. ' ,.,,',.-:, ,‘,--,, ,,,-;?:-..t.'.••• :.:.: : r: • :. - ' ' "....;::::.:.,:,'...,•,-:,`..t,,:?;:7,,, . :,..47,..,,,"----1,,,c“' - - ' Latitude, Longitude: 47.435955, -122.255487 • Emerald City 7E /Moving & Storage Ca Google i Date Design Code Reference Document (b. ade Pacific Flocitin 1 OSH PD Rainier IndUstres Emser Tile Seattle Certifit Auto BodyParts' Map data ©2019 Google 2/5/2019, 3:58:16 PM ASCE7-10 I Risk Category II Site Class D - Stiff Soil Type Value Description 1 SS 1.422 MCER ground motion. (for 0.2 second period) 1 St SMS SM1 SDS 0.531 MCER ground motion. (for 1.0s period) 1.422 Site -modified spectral acceleration value 0.796 Site -modified spectral acceleration value 0.948 Numeric seismic design value at 0.2 second SA Sot 0.531 Numeric seismic design value at 1.0 second SA Type Value Description SDC 0 Seismic design category 1 Site amplification factor at 0.2 second 1.5 Site amplification factor at 1.0 second PGA 0.583 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAM 0.583 Site modified peak ground acceleration Long-perlod transitior period in seconds SsRT 1422 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.494 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration -•- T•A .•- Ss0 - 3.054- Factored deterministic acceleration value. (0.2 second) ' • ' $1RT:- . :Q;531 Probabilistic risk -targeted ground rnotion.(1.0 second) . o. • 1P171 0 568 ..Factored uniform hazard(2% probability of exceedance in 50 years) spectral acapleration, • , ,0;075`; actored deterMiriistIC eabeiiiiratiOnVakie:,(1 .0 second) • - • • -_ SHUTLER M- CONSULTING INPIIM ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB see 9.-0 I . og' SHEET NO, S" 3 OF CALCULATED BY 11/4)9 DATE SCALE =Egan ERE sammelm MINIM MN= Irommimm mmummomml M • mmmmmmmm mom= MI MEM M IMMO MI mml Ill mom Ism • mm m • ME MIMIAMMEMJIMM m mommimm m Rams • m itimmilimmomem m MEI MIIMEMMEEN Essimmi ORM WM MO IIMM=Pm MEM MEMMEMM Millif M M Im MIMMEMMEMM MO 4MMI MU 1111 IIMMEMPAN M MO INIMMEMENEMMEM II EMI ....6..d.. I'm mm .. ..... M M • • nil MI . • • ....,....11 .. • . ........ Immo ilm imp um imp ....... ....... .. I' mill imam • Immerim arm =Blum . ..... ............ .. .. Emmaus= ma . mum ""righ .... 1 m III... • imil ow E m mom mm mu =Igo mommimmisms IWO miliMM MIME • EEO SHUTLER ENE CONSULTING 111111,111111111•11 ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 JOB ssere 8129 S SHEET NO. CALCULATED BY 0 P DATE 2- - .5 / 1 OF FAX (425) 450-4076 b ... , cir 94-6 L.0 z., /V.,PADJ - 0 ,...---- 0 5LL v. •,.. -- ri * : ,---__ _ - g sli - o z 3 , ., ------ . _ a, 2_ ., ----? 1.7 11> / 09 w i Detk tmetEd ACt 319-14 Anctxir: sfis't0 CS Strong Bolt 2; Fmom:3 57 Effective Er teddtient depth: 2 750 ktd1:;: Ccriaet : Ner7.4411 096t State: C .filed Campre40e sherlgth: 2500 pst Se4ir c design Yes 9ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0067 DATE: 02/25/19 PROJECT NAME: FRANZ BAKERY SITE ADDRESS: 18290 ANDOVER PARK W X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Pr 3 u tel Public Works PRELIMINARY REVIEW: kV( AUC, 3dini-11-11 Fire Prevention lir Structural ittft fning Division Permit Coordinator Not Applicable (no approval/review required) DATE: 02/26/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (le: Zoning Issues - DUE DATE: 03/26/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire E Ping D PW E Staff Initials: 12/18/2013 Home Espaiiol Contact Safety & Health Claims & Insurance Washington State Department o 41.111ki Labor & Industries A-Z Index Help My.t.&1: Workplace Rights Trades & Licensing ELLSWORTH BUILDERS INC Owner or tradesperson Principals ELLSWORTH, THOMAS ALLEN, PRESIDENT HOLLIMON, HEATHER MARIE, SECRETARY ELLSWORTH, ANNA L, SECRETARY (End: 01/08/2014) Doing business as ELLSWORTH BUILDERS INC WA UBI No. 601 283 383 8425 219TH ST SE STE 100TH WOODINVILLE, WA 98072 425-482-2904 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. ELLSWBI099CF Effective — expiration 02/06/1991— 02/14/2020 Bond OHIO CAS INS CO Bond account no 2917483 $12,000.00 Received by L&I Effective date 02/14/2002 02/06/2002 Expiration date Until Canceled Insurance West American Ins Co Policy no. BKW52030787 $1,000,000.00 Received by L&I Effective date 01/28/2019 02/06/2013 Expiration date 02/06/2020 avings 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. Help us improve ABBREVIATIONS J 1 It AB AC A/C ACP ACT ADH ADJ AF AFF AHJ AL ALT ANGLE CENTER LINE DIAMETER OR ROUND NUMBER OR POUND PENNY PERPENDICULAR PLATE ANCHOR BOLT ACOUSTICAL AIR CONDITIONING ACOUSTICAL CEILING PANEL ACOUSTICAL TILE ADHESIVE ADJACENT. ACCESS FLOOR AT/ABOVE FINISH FLOOR AUTHORITY HAVING JURISDICTION ALUMINUM ALTERNATE AP ACCESS PANEL APC ACOUSTICAL PANEL CEILING APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT BD BOARD BETW BETWEEN BLK BLOCK BLDG BUILDING BM BEAM BRG BEARING BOT BOTTOM BSMT BASEMENT BUR BUILT UP ROOF CAB CB CBU CEM CER CFM CFT CG CHBD CI CJT CLF CLG CJ CLK CLO CLR CMU CNTR CO COL CONC CONSTR CONT CORR CPT CT CTR CY DBL DEPT DF DIA DIAL DIM DISP DN DR DTL DWR DS DW DWG EA EB EJ EL ELEC ELEV EM EMER ENCL EP EWC EPX EQ EQUIP EST EX EXIST EXT FA FBO FCIC FCTY FD FDN FE FEC FF FIN FL FLG CABINET CATCH BASIN CEMENTITIOUS BACKER UNIT CEMENT CERAMIC CUBIC FEET PER MINUTE CONDUCTIVE FLOOR TILE CORNER GUARD CHALK BOARD CAST IRON CONTROL JOINT CHAIN LINK FENCE CEILING CONSTRUCTION JOINT CAULKING CLOSET CLEAR CONCRETE MASONRY UNIT COUNTER CLEANOUT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR CARPET CERAMIC TILE CENTER CUBIC YARD DOUBLE DEPARTMENT DRINKING FOUNTAIN(W/O COOLER) DIAMETER DIAGONAL DIMENSION DISPENSER DOWN DOOR OR DRAIN DETAIL DRAWER DOWNSPOUT DISHWASHER DRAWING EAST EACH EXPANSION BOLT EXPANSION JOINT ELEVATION ELECTRIC ELEVATOR ENTRY MAT EMERGENCY ENCLOSURE OR ENCLOSED ELECTRICAL PANEL ELECTRIC WATER COOLER EPDXY EQUAL EQUIPMENT ESTIMATE EXPANSION EXISTING EXTERIOR FIRE ALARM FURNISHED BY OTHERS FURNISHED BY CONTRACTOR INSTALLED BY CONTRACTOR FACTORY FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FACTORY FINISH FINISH FLOOR FLASHING FLUOR FM FOC FOF FOIC F010 FOS FS FT FIG FTIC FTIO FURR FUT FUTURE- RIO GA GALV GB GC GL GLB GND GR GWB HB HC HDR HDWD HDWE HM HORIZ HR HT HTG HVAC HWH BDC EC FGC HM N NCL NSUL NT PC JAN JT KIT KO KS LAM LAV LB LF LG LH LINO LKR LT MACH MATL MAX MECH MEZZ MFR MH MIN MIR MISC MLD MRGWB MTD MTL MULL N NIC NO/# NOM NTS OA OC OD OFF OH OPH OPNG OPP PERP PFN PL PLAM PLYWD PNL PNT PR FLUORESCENT FACTORY MUTUAL FACE OF CONCRETE FACE OF FINISH FURNISHED BY OWNER INSTALLED BY CONTRACTOR FURNISHED BY OWNER INSTALLED BY OWNER FACE OF STUD FULL SIZE FEET FOOTING FURNISHED BY TENANT INSTALLED BY CONTRACTOR FURNISHED BY TENANT INSTALLED BY OWNER FURRING FUTURE FUTURE ROUGH IN ONLY GAGE GALVANIZED GRAB BAR GENERAL CONTRACTOR GLASS OR GLAZING GLU-LAM BEAM GROUND GRADE GYPSUM WALL BOARD HOSE BIB HOLLOW CORE OR HANDICAP HEADER HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING HEATING/VENTILATION/ AIR CONDITIONING HOT WATER HEATER NTERNATIONAL BUILDING CODE NSIDE DIAMETER/ DIMENSION NTERNATIONAL ELECTRIC CODE COUNCIL NTERNATIONAL FIRE CODE NSULATED GLAZING NSULATED HOLLOW METAL NCH NCLUDE NSULATION NTERIOR NTERNATIONAL PLUMBING CODE JANITOR JOINT KITCHEN KNOCK OUT KNEE SPACE LAMINATE LAVATORY LAG BOLT LINEAL FOOT LENGTH LEFT HAND LINOLEUM LOCKER LIGHT MACHINE MATERIAL MAXIMUM MECHANICAL MEZZANINE MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MOLDING MOISTURE RESISTANT GWB MOUNTED METAL MULLION NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER/ DIMENSION OFFICE OVERHEAD OPPOSITE HAND OPENING OPPOSITE PERPENDICULAR PREFINISHED PLATE OR PROPERTY LINE PLASTIC LAMINATE PLYWOOD PANEL PAINT PAIR PS PAINT SYSTEM PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED PTD PAPER TOWEL DISPENSER PTD/R PAPER TOWEL DISPENSER AND RECEPTACLE PTN PARTITION PTR PAPER TOWEL RECEPTACLE PVMT PAVEMENT QT QUARRY TILE R RISER RA RETURN AIR RAD RADIUS R&S ROD & SHELF RB RESILIENT BASE RCP REFLECTED CEILING PLAN RD ROOF DRAIN RD/0 ROOF DRAIN OVERFLOW REBAR REINFORCING BAR REF REFERENCE REFR REFRIGERATOR REINF REINFORCED REQ'D REQUIRED REV REVISION RH RIGHT HAND OR ROBE HOOK RESIL RESILIENT RM ROOM RO ROUGH OPENING RT RESILIENT TILE RUB RUBBER RW RAIN WATER RWL RAIN WATER LEADER S SOUTH SC SOLID CORE SCD SEAT COVER DISPENSER SCHD SCHEDULE SD SOAP DISPENSER SECT SECTION SF SQUARE FEET SHTG SHEATHING SIM SIMILAR SNK SINK SLR SEALER SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SPEC SPECIFICATION SQ SQUARE SST STAINLESS STEEL SSK SERVICE SINK ST STONE/STONE TILE STA STATION STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STOR STORAGE. STRL STRUCTURAL SUSP SUSPENDED SV SHEET VINYL SYM SYMMETRICAL T TREAD TB TOWEL BAR T&B TOP & BOTTOM TG TEMPERED GLASS THK THICK TIG TEMPERED INSULATED GLAZING TO TOP OF TOC TOP OF CONCRETE TOP TOP OF PAVEMENT TOS TOP OF STEEL TOSL TOP OF SLAB TOW TOP OF WALL TPD TOILET PAPER DISPENSER TPH TOILET PAPER HOLDER TPTN TOILET PARTITION TS TUBULAR STEEL TV TELEVISION TYP TYPICAL UL UNDERWRITERS LABORATORY UNF UNFINISHED UON UNLESS OTHERWISE NOTED UR URINAL VAR VARIES VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE VIN VINYL VWC VINYL WALL COVERING W WEST W/ WITH W/0 WITHOUT WC WATER CLOSET WD WOOD WF WIDE FLANGE WG WIRE GLASS WHSE WAREHOUSE WP WATER PROOF WR WATER RESISTANT WSCT WAINSCOT WT WEIGHT XFMR <TRANSFORMER YD YARD SYMBOLS 107E 11 (492) 11/ COLUMN LINE/GRID LINE DOOR/RELITE NUMBER CORRESPONDS TO ROOM ENTERING KEY NOTE PARTITION TYPE REVISION NUMBER REVISION CLOUD AROUND REVISION MATCH LINE SHADED PORTION IS THE SIDE CONSIDERED WORK POINT, CONTROL POINT OR DATUM POINT EQUIPMENT NUMBER BUILDING SECTION SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL SECTION SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL OR ENLARGED PLAN DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN GENERAL NOTES WINDOW SYMBOL INTERIOR ELEVATION(S) ELEVATION IDENTIFICATION SHEET WHERE ELEVATION IS DRAWN TITLE1, ROOM IDENTIFICATION TITLE2 \ TITLES ROOM NAME ROOM ROOM NO. +8'-6" 78 71 PROJECT NORTH FINISHED CEILING HEIGHT PROPERTY LINE NEN OR FINISHED CONTOURS EXISTING CONTOURS TOP OF WALL TOP OF CURB TOP OF PAVEMENT PROJECT NORTH 9'-0" DENOTES CHANGE IN ELEVATION 7'-0" FINISH SYMBOL 1. THE GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS, PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS, AND FOR COMPLIANCE WITH O.S.H.A. SAFETY STANDARDS. ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 2. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THEY ARE TO SUBMIT WRITTEN OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND/OR DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS SUCH AS SIGNS, & OWNER FURNISHED ITEMS, WHICH ARE BEING DONE BY OTHERS. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. ALL WORK IN THAT AREA SHALL BE HELD UNTIL SUCH DISCREPANCIES ARE RESOLVED. 5. SEPARATE PERMITS, WHEN , IN NATURE DESIGN BUILD WHEN WORK ITEMS ARE AND/OR REQUIRED SHALL BE OBTAINED BY THE CONTRACTOR FOR Q / / MECHANICAL, PLUMBING, FIRE SPRINKLERS, ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER/TENANT/ARCHITECT FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR REQUIREMENT FOR DESIGN/BUILD FIRE SPRINKLER SYSTEM. SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE AUTHORITY HAVING JURISDICTION FOR FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION. ALL WORK SHALL COMPLY WITH CURRENT GOVERNING CODES. 6. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE BUILDING OFFICIAL. 7. ALL WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS. THE APPROVED, PERMITTED, STAMPED PLANS ARE TO REMAIN ON SITE AT ALL TIMES. ANY MODIFICATIONS TO WORK SHALL BE INDICATED ON FIELD "AS -BUILT" SET OF DOCUMENTS. 8. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UON. 9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. 10. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF QUESTIONS CAN NOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 11. GENERAL CONTRACTOR SHALL PROVIDE OWNER AND ARCHITECT WITH DETAILED CRITICAL PATH SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO START OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER AND ARCHITECT. 12. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH CURRENT GOVERNING CODES. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED AS TO PERMIT WORK WHICH IS NOT CONFORMING TO CURRENT GOVERNING CODES. 13. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICE PROVIDERS, PUBLIC AND/OR PRIVATE. 15. FIRE BLOCKING SHALL BE PROVIDED AT ALL FRAMED WALLS AT 10'-0" O.C. AND ALSO AT ANY LOCATION WHERE WALL FRAMING PENETRATES CEILINGS. REFER TO IBC SEC. 708 FIRE BLOCKING AND DRAFT STOPS FOR CONSTRUCTION. 16. PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEILINGS THAT ARE ADJACENT TO AND AFFECTED BY NEW CONSTRUCTION. 17. ASBESTOS AND HAZARDOUS WASTE EXCLUSION: THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITECT HAS NO PROFESSIONAL LIABILITY OR OTHER INSURANCE, (AND IS UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TO PERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT LIMITED TO, THE PREPARATION OF REPORTS, DESIGNS, DRAWINGS, AND SPECIFICATIONS, AND RELATED TO THE INVESTIGATION DETECTION. PROJECT DIRECTORY ARCHITECT/CONTACT: OWNER: TENANT: GENERAL CONTRACTOR: STRUCTURAL ENGINEER: NELSON WORLDWIDE, LLC. 1200 5TH AVE, STE. 1300 SEATTLE, WASHINGTON 98101 CLARION, SEATTLE SOUTH BUSINESS PARK CBRE PROJECT MANAGEMENT FRANZ BAKERY COMPETITIVE BID SHUTLER CONSULTING ENGINEERS VICINITY MAP NTS TAX PARCEL # 8700210020 LEGAL DESCRIPTION TUKWILA BSIP L17-0011 PLAT BLOCK: PLAT LOT: 2 CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: CODE/ZONING INFORMATION GOVERNING BUILDING CODES: 2015 IBC 2015 UPC 2015 IFC 2009 ICC/ANSI A117.1 (ACCESSIBILITY) 2015 IECC REGULATIONS & ORDINANCES 2015 WASHINGTON STATE AMENDMENTS 2015 WASHINGTON STATE ENERGY CODE 2015 IMC 2017 NEC ZONING DISTRICT: EXISTING OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM: FLOOR AREAS: OFFICE (EXISTING) (B) WAREHOUSE (EXISTING) (S-1) TOTAL FLOOR AREA: HEAVY INDUSTRIAL B (OFFICE)/S-1 (WAREHOUSE) V-B FULLY SPRINKLERED 1,681 SQ FT 8,255 SQ FT 9,936 SQ FT DOOR R-VALUE = 4.75, AS REQUIRED TO MEET CURRENT WA STATE ENERGY REQUIREMENTS; NO OTHER BUILDING ENVELOPE MODIFICATIONS ARE PROPOSED. PLUMBING FIXTURE REQ'S NADIA AZAROVA (206) 408-8641 NAZAROVA@NELSONWW.COM PATRICE JENSEN (253) 398-9004 PATRICE.JENSEN@SBRE.COM TBD JOHN HEADLAND (425) 450-4075 JOHNH@SHUTLER.COM APPROVED BY: Initials Date FILE COPY Permit No. tet- Plan review approval is subject to errors and omissions. Approval of construction documents does not auth .rite the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: eta w ' - . a— 1-��'iN+'!,�'t+J Date: 5 lie 2019 Cit of Tukwila BUILDING DIVISION SITE/BUILDING PLAN NTS AREA OF WORK PROJECT DESCRIPTION TENANT ALTERATION CONSISTING OF: NEW OVERHEAD DOOR IN EXISTING EXTERIOR WALL WITHIN EXISTING WAREHOUSE INDEX OF DRAWINGS T1.1 GENERAL.. INFORMATION & SITE PLAN A2.1 ENLARGED FLOOR PLAN AND DOOR DETAILS _ 0 O Lk 't? A%"r k 0 {A p `fi G;tk'G.9•A tio'I'S.s A to tz ..c..\-i044.s SEPARATE PERMIT REQUIRED FOR: E ' Mechanical [r Electrical Pr Iumbing WY Gas Piping City of Tukwila BUILDING DIVISION Nelco Architecture, Inc. 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONonline.com OZ w� m m� coNJ� a0 CC cc �1U � 18290 ANDOVER PARK W TUKWILA, WA 98188 -CONSULTANT REVISIONS No changes shall be made to the scope of work witnout pnor approval of the Tukwila Building Division. t- NOTE: Revisions will require a new plan submittal and may include additional plan review. PARKING REQUIREMENTS NOTE: PARKING STALLS ARE EXISTING. SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE INCREASES. REVIEWED FOR CODE COMPLIANCE APPROVED • MAR 15 2019 A—T M City of Tukwila BUILDING DIVISION SEPARATE PERMIT SUBMITTALS ELECTRICAL LIGHTING REQUIREMENTS NO CHANGES ARE BEING MADE TO THE INTERIOR LIGHTING AND SPACE USE NOT CHANGED RECEIVED ENERGY REQUIREMENTS CITY OF TUKWILA FEB z s 2019 PERMIT CENTER NOTE: PLUMBING FIXTURES ARE EXISTING; SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE AMENDMENTS AND DOES NOT INCREASE FIXTURE REQUIREMENTS. • Submittals/Revisions: Sheet Title: GENERAL INFORMATION AND SITE PLAN Date: 02/21/19 Design: Drawn: Project No: Approved: Building No: 19.00476.00 AS Sheet No: T1.1 COPYRIGHT NELSON/CRAFT 2019 48'-0" 32'-0" r Lam, --T1—rT1—r7-1 r 11111111✓ 1 1 1 1 1 1 1 I� L_ ELEC. EXISTING WAREHOUSE r: I EXISTING OFFICE 1/4 / / OVERALL TENANT FLOOR PLAN 1/8" = 1'-0" 1/8 I 1 0 1 N d- CV 0 N b 0 ;r 4 2 3/4" 4 .o 4 EXIST. CONCRETE TILT —UP WALL PANEL NEW METAL ANGLE CHAMFER AS REQUIRED AT NEW OPENING DRIP PAINT TO MATCH EXISTING NEW OPENING IN EXISTING PANEL SEE STRUCTURAL FOR REINFORCIP AT PERIMETER NEW UNINSULATED SECTIONAL DOOR ON 3" HEAVY—DUTY TRACK IN NEW OPENING NEW DOOR TRACK i ti SECTIONAL DOOR HEAD 1 1/2"=1'-0" EXIST. CONC TILT —UP WALL PANEL 5/8" LEAD EXP BOLT STL ANGLE PER STRUCTURAL FILL VOID © CHAMFER W/ SEALANT PAINT INSIDE NEW OPENING TO MATCH EXISTING NEW OPENINMG IN EXISTING CONC. PANEL, SEE STRUCTURAL FOR DETAILS 3/8" BENT PLATE. PAINT SAFETY YELLOW WEATHER SEAL UNINSULATED SECTIONAL DOOR ON 3" HEAVY DUTY TRACK 2 3/4" SECTIONAL DOOR JAMB 1 1/2"=1'-0" SILL O.H. DOOR 1 1/2"=1'-0" EQ. EQ. TRACK BEYOND SECTIONAL DOOR (PAINTED) PAINT AROUND NEW OPENING, SEE STRUCTURAL FOR OPENING DETAILS WEATHER SEAL EXIST. CONCRETE SLAB AND APRON PER STRUCTURAL ENLARGED PLAN a NEW DOOR 1/4" = 1'-0"' GENERAL NOTES: 1. PATCH CONCRETE TILT —UP PANEL AS REQUIRED TO HAVE CLEAN OPENING LINES; CHAMFER AS REQUIRED 2. PAINT INSIDE CUT—OUT AND AROUND NEW OPENING AS REQUIRED TO MATCH EXISTING FINISH KEY NOTES: O 1. NEW DRIVE—IN SECTIONAL DOOR 12'W X 14'H BY NORTHWEST DOOR SERIES 900 OR APPROVED EQUAL. INSTALL TRACK GUARD. 2. NEW HSS STRONGBACK — SEE STRUCTURAL 3. EXISTING SEMI —HEATED WAREHOUSE SPACE; UNIT HEATERS PROVIDING • FREEZE PROTECTION ONLY; EXISTING GAS FIRED HEATING UNIT(S) . WITH....: THERMOSTAT SET TO 45 DEGREES MAXIMUM. 4. EXISTING CONDITIONED OFFICE SPACE DOOR SCHEDULE NOTES: 1. DOOR TO BE STEEL, 20 GA, GALVANIZED, PRE —PRIMED AND SHOP — FINISHED WITH BAKED ON EPDXY AND POLYESTER TOP COAT; PROVIDE WETHER SEAL. DOOR STILES TO BE 18 GA, GALVANIZED AND SHOP —FINISHED DOOR HARDWARE NOTES: TYPE A: SECTIONAL OVERHEAD DOOR HARDWARE, LATCH ABOVE TRACK GUARD REVIEWED FOR CODE COMPLIANCE APPROVED MAR 15 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF T UKWILA FEB 2 5 2019 PERMIT CENTER Neico Architecture, Inc. 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONonline.com oI—z o»o mY0 m m < coNjm ap Cr cc ULL'� 8290 ANDOVER PARK W TUKWILA, WA 98188 CONSULTANT 1 Submittals/Revisions: Sheet Title: ENLARGED FLOOR PLAN AND DOOR DETAILS Date: 02/21/19 Design: Drawn: Project No: Approved: Building No: 19.00476.00 AS A0.1 Sheet No: COPYRIGHT NELSON/CRAFT 2019 32'-0" GENERAL NOTES CODE: INTERNATIONAL BUILDING CODE, 2015 EDITION BUILDING RISK CATEGORY = II 8' -0" 24'-0" Ed i /c / o` PARTIAL FOUNDATION PLAN SCALE: 3/8"=1'-0" NOTES: 1) VERIFY EXISTING CONDITIONS AND DIMENSIONS IN FIELD. NOTIFY ARCHITECT AND ENGINEER OF DIFFERENCES. 32'-O" 8'-0" 24'-0" / A-1.0 ETD STRONGBACK PER PLAN 3 En 3 27'-6" 24'-0" 20'-0" 16'-0" 12'-0" 4p 8'-0" 4'-0" 4 0'-0" 4'-6" 12'-0" 4'-6" NEW OPENING 6" THICK PANELS 1'-6" ADJACENT CORNER PANEL PANEL ELEVATION AT GRID 0 0 N DET. as DET. a (E)P.C. PANEL Y4" CAP PLATE L4x4x3/ex0'-4" ® 48"o.c. BOTH SIDES w/5/"d EXP. BOLT (EMBED 33/8") HSS STRONGBACK PER PLAN TY2x9x1'-0" w/2-5/8" o EXP. BOLTS (EMBED 33/8") (E)CONCRETE SLAB IIlliII_ DETAIL a SECTION A-1.O SCALE: 3/4"=1 -0" 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„ li = 110 MPH V„sd = 85 MPH EXPOSURE "B" X= 1.00 KzL=1.00 SEISMIC DESIGN INFORMATION: Ss = 142.2% SDs = 0.948 SI = 53.1% SD] = 0.531 IE = 1.0 SITE SOIL CLASS = D SEISMIC DESIGN CATEGORY = D ANCHORAGE TO CONCRETE: EXPANSION BOLTS INTO CONCRETE SHALL BE SIMPSON STRONG -BOLT 2 AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. SPECIAL INSPECTION AND INSTALLATION PER ICC-ES REPORT ESR-3037. ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER. ANCHORAGE SUBSTITUTION REQUESTS REQUIRE ADDITIONAL ENGINEERING SERVICES. STRUCTURAL STEEL: RECTANGULAR AND SQUARE HSS SECTIONS SHALL CONFORM TO ASTM A500, GRADE C (Fy 50,000 psi). ALL OTHER 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 FILLET MINIMUM. ALL WELDS TO BE IN ACCORDANCE WITHAWS D1.1 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. SPECIAL INSPECTION SHALL BE PROVIDED FOR EXPANSION ANCHORS. 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) 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. 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 THAT ALL 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 APPROVAL PRIOR TO ALL FIELD CHANGES. REVIEWED FOR CODE COMPLIANCE APPROVED LIAR 15 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 25 2019 PERMIT CENTER 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www. crafta rch itects. com SSBP BLDG 8 FRANZ BAKERY T z 0 Irk 12 18290 ANDOVER PARK W 00 00 r 00 0) z 0 H 0 z Z CONSULTANT SHUTLER CONSULTING ENGINEERS Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425) 450-4075 FAX: (425) 450-4076 All rights reserved. No part of this document may be reproduced, in any form or by any means, without permission in writing from Shutter Consulting Engineers, Inc. 2019 © Digitally signed by John Headland Date: 2019.02.12 11:48:52-08'00' Submittals/Revisions: 2/12/2019 PERMIT SET Sheet Title: FOUNDATION PLAN, GENERAL NOTE & SECTIONS Date: Design: Drawn: Project No: Approved: Building No: 02/06/19 NP JL, AL 19-01.08 JH SCALE: Y8"=1'-0" Sheet No: S 1 1 of 1 COPYRIGHT CRAFT ARCHITECTS 2018