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Permit D19-0158 - SHASTA BEVERAGES - REMOVE QUALITY CONTROL ROOM AND 2ND FLOOR CONTROL ROOM
SHASTA BEVERAGES, INC 1227 ANDOVER PARK E Apn: 3523049072 FINALED 05/06/2021 D19-0158 Parcel No: Address: ��^�xx ^�� Tukwila ^~�~� x�n v K�nxw��oa Department of Community Development 6300SouthcenterBoulevard, Suite #2OO Tukwila ,VVashinQton9818G Phone:206'431'3670 Inspection Request Line: 206'438'9360 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3523049072 Permit Number; D19-0158 Project Name: SHASTA BEVERAGES, INC Issue Date: 5/22/2019 Permit Expires On: 11/18/20I9 Owner: Name: Address; Contact Person: Name: Address: Contractor: Name; NATIONAL BEVERAGE CORP 8100SVV10THSTSTE4000' PLANTATION, WA, 33324 D4V|DKEMLE Phone; (206)433-8997 19l680N4|RDRSW, SEAJTLE,WA, 98116 AFFIDAVIT -ARTHUR HANDREHAN Phone: ''~ License No: Expiration Date: Lender: SHASTA BEVERAGES, INC Address l227ANDOVERPARK E'TUKVV|LA, WA, 98188 DESCRIPTION OF WORK: REMOVE AN EXISTING 156 SQ FT QUALITY CONTROL ROOM INCLUDING A SECOND FLOOR CONTROL ROOM OF I569QFT. PATCH AND REPAIR WALLS, SLAB, ETC 46REQUIRED. MAKE SPACE FOR FUTURE EQUIPMENT (SEPARATE PERMiUPER PLANS. Project Valuation: $4,00U00 Type ofFire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: U|B Electrical Service Provided by: TUKWILA Fees Collected: $327.05 Occupancy per IBC: Fl Water District: TUKVV|LA Sewer District: TUKWILA Current Codes adopted bythe City ofTukwila: international Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: international Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical [ode: YVAC29O40B: vVAState Energy Code: 2017 2017 2017 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Da I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: zZ 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: 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. 2: 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. 3: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. `II Date Application Accepted:: Date Application Expires: (For officeuse 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 OCATION Site Address: 1227 Andover Park East Tenant Name: Shasta Beverage Inc King Co Assessor's Tax No.: 352304-9072 Suite Number: Floor: New Tenant: 1 Yes ..No PROPERTY OWNER Name: Shasta Beverage Inc Address: 1227 Andover Park East City; Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: David Kehle, Architect Address: 1916 Bonair Dr SW City: Seatttle State: WA Zip: 98116 Phone: (206) 433-8997 Fax: (206) 246-8369 Email: dkehle@dkehlearch.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: David Kehle, Architect Architect Name: David Kehle Address: 1916 Bonair Dr SW City: Seattle State: WA Zip: 98116 Phone: (206) 433-8997 Fax: Email: dkehle@dkehlearch.com ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Shasta is funding Address: City: State: Zip: \ Applications Vorm-Applications On Linek2011 Applications \Penna Application Revised - 8-9-11.docs Revised: August 2011 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 4,000 Describe the scope of work (please provide detailed information): Remove an existing 156 sf quality control room including a second floor control room of 156 sf. Patch and repair walls, slab, etc as required. Make space for future equipment (separate permit) per plans. Will there be new rack storage? c6 Yes Existing Building Valuation: $ 1,300,000 O.. 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 1' Floor 107,649 156 III-b F1,B rd Floor 1,920 -156 0 III-B B 3rd Floor Floors thni Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 193,170 Floor area of principal dwelling: 0 Floor area cif accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number ofParking Stalls Provided: Standard: Will there be a change in use? ..... Yes 49 FIRE PROTECTION/DAZARDQUS MATERIALS: Sprinklers Automatic Fire Alarm Compact: Handicap: 2 0 No If "yes", explain: 156 sf office to factory __None ..... „Other (specifY) Will there be storage or use of flammable, combustible or hazardous materials in the building? EZ Yes D 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 D.. ..... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplicationsWorms-Applications On Line \ 2011 ApplicationsTermit Application Revised - 8-9-11,docx Revised: August 2011 bh Page 2 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 perrnit 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 ID APPLY FOR THIS PERMIT. BUILDING 0 Signature: ZED AGENT: Date: 05/15/2019 Print Name: David Kehle Day Telephone: (206) 433-8997 Mailing Address: 1916 Bonair Dr SW Seattle WA 98116 City State Zip 11:1Applications1Forms-Applications On Line12011 Apphcalions1Permit Application Revised - 8-9-11.docs Revised: August 2011 bb Page 4 of 4 Cash Register Receipt Receipt Number City of Tukwila 1117708 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $211.84 D19-0158 Address: 1227 ANDOVER PARK E Apn: 3523049072 $211,84 Credit Card Fee $6.17 Credit Card Fee R000.369.908.00.00 0.00 $6.17 DEVELOPMENT $197.07 PERMIT FEE R000.322,100.00.00 0.00 $172.07 WASHINGTON STATE SURCHARGE 9640.237.114 0.00 $25.00 TECHNOLOGY FEE 8.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17708 R000.322.900.04.00 0.00 $8.60 $211.84 Date Paid: Wednesday, May 22, 2019 Paid By: NICHOLAS HEATON Pay Method: CREDIT CARD 022498 Printed: Wednesday, May 22, 2019 3:26 PM 1 of 1 YSTEM5 CO TUKWILA ETRxKIT 6200 S0UTHCENTER 8LV» TUKWIL4, WA 98188 206'433'1870 CITY OF TUKwILA Date: 05/22/2019 03:25:52 PM CREDIT CARD SALE VISA CARD NUMBER: +*********9037 K TR4N AMOUNT: $21I.84 APPROVAL [D: 022498 RECORD #: 000 CLERK ID: Bill Thank you/ Customer Copy DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $115.21 D19-0158 Address: 1227 ANDOVER PARK E Apn: 3523049072 $115.21 Credit Card Fee $3.36 Credit Card Fee R000.369.908,00.00 0,00 $3.36 DEVELOPMENT $111.85 PLAN CHECK FEE R000.345.830,00.00 0.00 $111.85 TOTAL FEES PAID BY RECEIPT: R17670 $5.2 Date Paid: Thursday, May 16, 2019 Paid By: NICHOLAS HEATON Pay Method: CREDIT CARD 016556 Printed: Thursday, May 16, 2019 10:19 AM 1 of 1 YSTEMS 0 CO CITY OF TUKWzLA Date: 05/16/2019 1::18:23 4M CREDIT CARD SALE VISA CARD mVnDE»: ^****+***9037 K TRAN AMOUNT: $115.2I APPROVAL {D: 016556 RECORD #: 000 CLERK ID: Dill Thank you/ Customer Copy Permit Number: D19-0158 Applied: 5/16/2019 Approved: 5/21/2019 Issued: 5/22/2019 Finaled: 5/6/2021 Status: FINALED Parent Permit: Parent Project: Details: Description: SHASTA BEVERAGES, INC Site Address: 1227 ANDOVER PARK E City, State Zip Code:TUKWILA, WA 98188 Applicant: SHASTA BEVERAGES, INC Owner: NATIONAL BEVERAGE CORP Contractor: AFFIDAVIT - ARTHUR HANDREHAN REMOVE AN EXISTING 156 SQ FT QUALITY CONTROL ROOM INCLUDING A SECOND FLOOR CONTROL ROOM OF 156 SQ FT, PATCH AND REPAIR WALLS, SLAB, ETC AS REQUIRED. MAKE SPACE FOR FUTURE EQUIPMENT (SEPARATE PERMI) PER PLANS. (!fegait I NSPEGTIONS SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS FRAMING Bill Centen Notes: SI-EPDXY_EXP CONC Bill Centen Notes: SI-REINF STEEL - WELD Bill Centen Notes: SI-STEEL CONST Bill Centen Notes: SI-WELDING Bill Centen Notes: 10/15/2020 10/15/2020 1 SI-WELDING Lee Sipe NOT APPROVED I Notes: 10/15/2020 10:52:36 AM (Lee Sipe) Inspection not approved. No one in the plant is aware of inspections. Going forward all inspections shall have professional and responsible charge on site at inspections. Plans and permits are not available for inspection. No special inspection reports available at time of inspection. Printed: Friday, 17 September, 2021 1 of 2 SUPERION 10/15/2020 zn/ s/zVzA SI-STEELcnwST Lee Sipe moTAppxovsu Notes: 10/1s/2OZuzmsayomw(Lee Sipe) Inspection not approved, No one in the plant is aware vfinspections. Going forward all inspections shall have professional and responsible charge vnsite atinspections. Plans and permits are not available for inspection. Nospecial inspection reports available attime ofinspection. uVz5/ZU2O �Vl�2OZO �|'xc|mpsrcs� vxcLn Lee Sipe NOT APPROVED - Notes: 10/15/oozoon:szuomw(Lee Sipe) Inspection not approved. Nnone inthe plant |saware n[inspections. Going forward all inspections shall have professional and responsible charge oosite atinspections. Plans and permits are not available for inspection. No special inspection reports available at time vfinspection. 10/15/2020 10y15/2020 FRAMING Lee Sipe mOT^PpnOvED moone inthe plant ivaware ofinspeci wmru Inspection not approved. moone inthe plant uaware ofinspections. Going forward all inspections shall have professional and responsible charge on site at inspections. Plans and permits are not available for inspection. 10/15/ -�uuo �o/ 5/2uzo s/'srox,_sxp cowc Lee Sipe NOT APPROVED Notes: 10/15/2u2n1n:szyamw(Lee Sipe) Inspection not approved. mpone inthe plant ivaware vfinspections. Going forward all inspections shall have professional anurespnn,ib|echargevnsueatm,puct\ons. Plans and permits are not available for inspection. No special inspection reports available attime v[inspection. 10/20/2020 Am zV/ao/ oao uu/um|wGr|wxL~~ Lee Sipe moTxppxovso u«»so Notes: Corrections required. met with Bob- construction contractor and David Kehle professional and responsible charge. woCity stamped approved plans available. Plans need tvberevised toshow removal vfstairs and support ofexisting cat walk. Eyewash station will need tnberelocated out of the way pf the existing stair case that has being removed. 12/17/202$ AM12/17/2VIO 8V/Lo|wGF|mxL~, Lee Sipe NOT APPROVED Need revised plan submitted for review. Notes: Need revised plans submitted mPermit Center for review of steel catwalk with welding. s/s/ ouz PM s/s/ nzz ou|Lo/wsnwxL°~ Lee Sipe xppxovsm «7*suy'o1sz'Neil Johnson wc*w,: Printed: Friday, 17September 2021 SH UTLI t MEI 1111111.= CONSUI TING MMI ENGINE RS, Inc. 12503 Bel -Red Road, Suite 00 Bellevue, Washington 98 5 (425) 450-4075 FAX (425) 4f 4076 JOB SHASTA TI SHEET NO. COVER OF CALCULATED BY AH DATE 9/21/2020 CHECKED BY JH DATE SCALE JOB NUMBER 10-23.15 STRUCTURAL CALCULATIONS FOR: FILL ROOM EXIS FING PLATFORM SHASTA TI 1227 ANDOVER I ARKWAY EAST TUKWILA, WASHINGTON ARCHITECT: David Kehle Architect 1960 Bonair Drive SW Seattle, Washington 98116 (206) 433-8997 * Fax (206) 246-8369 REV1SON N.On DESIGN CRITERIA: FL_-1 L RECEIVED CITY OF TUKWILA OCT 1 3 2629 PERMIT CENTER CODE INTERNATIONAL EXISTING BUILDING CODE 2015 LIVE LOAD 40 PSF WIND LOAD 110 MPH ZONE, EXPOSURE GB' SEISMIC DESIGN INFORMATION: REVIEWED FOR CODE COMPLIANCE . APPROVED OCT 20 2020 City of Tukwila BUILDING DIVISION Ss = 143.2% S1 = 53.4% = o2.5 Ie = 1.0 SITE SOIL CLASS `D' SEISMIC DESIGN CATEGORY `D' Sds = 0.955 Sd1 = 0.534 otSC SHUTLER _�- CONSULTING _-- ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 JOB S45T6 T'I SHEET NO. 5-, CALCULATED BY R 44 OF DATE g ID) /aoao NE In Iliii ri-ei . ie alidadil 1 ii oliplimi 1 a. g %Pill 1 1 ill lillikePrii NI 1 rialliIIIIIPPII iii li II I 1 1 miyirimppla Li lani ireptillilli .11 1 liali pi Egli III ria: in i IIEL %Ili • • AMIAIMMEMI SHUTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB f }I) STA purr SHEET NO. S CALCULATED BY OF DATE I/ 9 I aoao SCALE .4. li • • I.1 _ .9— 1 5 ' 11 O. A 181 ±2, L -, • X. g . A LiIIii l . ' do • IN, A I II 11111111P' Steel Beam. Shutler Consulting Engineers, Inc. 12503 Bel -Red Road III MIN Suite 100 Bellevue, WA 98005 (425) 450-4075 Fax (425) 450-40 6 DESCRIPTION: Catwalk Support CODE REFERENCES Project Title: Engineer: Project ID: Project Descr: Se- 3 Printed: 21 SEP 2020, 8:56AM File: Quick Catcs.ec$ Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 SHUTLER CONSULTING ENGINEERS Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : IBC 2018 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Fy : Steel Yield : E: Modulus : 36.0 ksi 29,000,0 ksi Span = 5.0 ft Applied Loads Beam self weight NOT internally calculated and added Load(s) for Span Number 1 Point Load : D = 0.60 k @ 2.0 ft Point Load : D = 0.30 k 4.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = i Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.221 : 1 Maximum Shear Stress Ratio = C4x4.5 0.840 k-ft 3.808 k-ft +D+H 2.000ft Span # 1 Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.000 in Ratio = 0 <360 0.000 in Ratio = 0 <360 0.031 in Ratio = 1906 >=180 0.000 in Ratio = 0 <1 80 Overall Maximum Deflections Design OK 0.074 : 1 C4x4.5 0.480 k 6.467 k +D+H 4,014 ft Span # 1 Load Combination Span Max. "-" Defl Location in Span Load Combination Max. n+" Defi Location in Span D Only 1 Vertical Reactions Load Combination Support 1 0.0315 Support 2 2.457 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Overall MAXimum 0.420 Overall MINimum 0,252 +0+1-1 0.420 +0+1.4H 0,420 +0+Lr+H 0,420 4104-S41 0,420 +0+0.750Lr+0.750141 0.420 +0+0.750L+0.750S+H 0.420 +0+0.60W+H 0.420 +0+0.70E+1-1 0.420 0.480 0.288 0.480 0.480 0.480 0.480 0.480 0.480 0.480 0.480 +0+0.750Lr+0.750L+0.450W+H 0,420 0.480 +0+0.750L+0.750S-60.450W410.420 0.480 +040.750L+0.750840.5250E+H 0.420 0.480 +0.60D+0.60W+0.60H 0.252 0.288 +0.60D+0.70E+0.60H 0.252 0.288 _ _ . .__ _ _ _ SHUTLER Ilan MEN CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 JOB ti•Py 571-I- MEMO. CALCULATED BY A ti OF DATE I/ ki I a_oa o FAX (425) 450-4076 M-t • 11 L. LSISt AAIUN trai& mimmillO Mg MI MUM . IC : 9 t IMMO , 1111 hill I ' 1.1. I .. 1 .11 . 1111 hill 1111 M . il i l I I , .11111I1 11111.111 ...... r Ium111..+II.1Il. 1111I. r 1 11 II II l• .............e...M ......... II IMME MMMME IIII1 IMM •IMIM 11111111 •11111 111111 111111 II1.111.1111I M1MMIM14 svp . pap_ ...... . .... 11 •.. 111 9/21/20'. U,S. Seismic Design Maps S -5 Lati ide, Longitude: 47.44298692, -122.25219699 hasta Beverages jcoco chocolate OSHPD 0 rn Port Plastics Google Map data 02020 z . . Date 9/21/2020, 9:01:57 AM I Design Code Reference Document ASCE7-10 _ I Risk Category 11 Site Class D - Stiff Soil ,... . . . , . Type Ss S M Sos Value 1.432 Description MCER ground motion. (for 0.2 second period) 0.533 MCER ground motion. (for 1.0s period) 1.432 Site -modified spectral acceleration value 0.8 Site -modified spectral acceleration value 0.955 Numeric seismic design value at 0.2 second SA Sol 0.533 Numeric seismic design value at 1.0 second SA Type Value SDC Fa 1 PGA FpGA PGAM TL SsRT SsUH SsD S1RT S1UH S1 D PGAd CRS CR1 Description Seismic design category Site amplification factor at 0.2 second 1.5 Site amplification factor at 1.0 second 0.588 MCEG peak ground acceleration 1 Site amplification factor at PGA 0.588 Site modified peak ground acceleration 6 Long -period transition period in seconds 1.432 Probabilistic risk -targeted ground motion. (0.2 second) 1.509 Factored unifomi-hazard (2% probability of exceedance in 50 years) spectral acceleration 3.115 Factored deterministic acceleration value. (0.2 second) 0.533 Probabilistic risk -targeted ground motion. (1.0 second) 0.572 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. 0.996 Factored deterministic acceleration value. (1.0 second) 1.119 Factored deterministic acceleration value. (Peak Ground Acceleration) 0.949 Mapped value of the risk coefficient at short periods 0.932 Mapped value of the risk coefficient at a period of 1 s MINIM= SHUTLER Mali Min CONSULTING Mr MINIM ENGINEERS, INC. 12503 Bel -Red Road, Suite 100 Bellevue, WA 98005 (425) 450-4075 * FAX (425) 450-4076 JOB 911)516- SHEET No. *19 CALCULATED BY F)1 DATE SCALE OF CALCULATION OF SEISMIC DESIGN PARAMETERS BASED ON SECTION 12.8 OF ASCE 7-10 Seismic Criteria: Risk Category, I, II, Ill or IV (Table 1.5-1 of ASCE 7-10) Seismic importance factor, I, (Table 1.5-2 of ASCE 7-10) Mapped spectral response for short periods, S5 (Site specific) Mapped spectral response acceleration at a period of 1 second, Si (Site specific) Site soil class (From soils report) Response modification factor, R (Table 12.2-1 of ASCE 7-10) 12, (Table 12.2-1 of ASCE 7-10, footnote g for flexible diaphragms) Ct (Table 12.8-2 of ASCE 7-10) Average roof height Long period transition period, TL (Figure 22-12 of ASCE 7-10) Ta = Ct * (h,)x, X = 0.75 Fa(Table 11.4-1 of ASCE 7-10) F, (Table 11.4-2 of ASCE 7-10) Maximum spectral response acceleration at short periods, SMS = Fa * Maximum spectral response acceleration at 1-second, SM1 = F, * Design spectral response acceleration at short periods, Sos 7-- 2/3 * SMS Design spectral response acceleration at 1-second, SDI = 2/3 * SM1 Seismic Design Category based on short period response acceleration Seismic Design Category based on 1-second period response acceleration Seismic Design Category, choose most severe of above two. Cs Sos / ( RI I, ) If T < TL then Cs( - S0 / T * (R/I)) If T > TL then Cs(max) = SDI *TL ( 1-` (R /1 )) Cs(min) = 0.044 * Sos * I > 0.01 If Si is equal to or greater than 0.6g, then Cs(r„(,) = 0.50 * S / ( R/I ) Seismic Design Force V=Cs*W = 0.191 W Diaphragm Shear force Fpx (mie) = 0.2 S*DS * WPX F 0.4 * Sps * le * Wpx px (max) = ASCE 7-10 section 12.10.1.1 = 0.191 Wpx = 0.382 WPX = 1.000 = 1.500 = 1.432 = 0.801 = 0.955 = 0.534 D = 0.191 Controls = 0,371 = N.A. = 0.042 = N.A. File:Seismic cover ASCE 7-10.xls, modified 7-25-13 SHUTLER MINIM= CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 JOB Sit4 A, SHEET NO. 6 -7 CALCULATED BY 6 H DATE la! fa0,0) FAX((425) 4 0-4076 t At k I 4 1 t 1111 El IIIII 111% ll *111 MI 11 I 11 I , a II 11 iu 11 Iv 4 I llllllllillili 11 111 al III II MI • a lIIlIIIl1liUIlII1IIIIlllIIl1IlI IISIIIISM I NI1 I .I111ME IA M ! 111im 11111:11 I. 1111I1 1Illimii1111 i1Lll I1I• I11 I 1 6-S WW1 • .. 1.n r • • 1 "‘•-, • i•• .. 1 i 1 r .. i \ / / 111 ill " ::/ \ • • .\ \ \, / , . As - • • , ft ISM 1111111k IMF III= Steel Beam DESCRIPTION: Lateral Support Stru Shutter Consulting Engineers, Inc. 12503 Bel -Red Road Suite 100 ellevue, WA 98005 425) 450-4075 * Fax (425) 450-4076 CODE REFERENCES Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : IBC 2018 Material Properties Analysis Method : Allowable Strength Design Beam Bracing Completely Unbraced Bending Axis Major Axis Bending Project Title: Engineer: Project ID: Project Descr: copydght ENE Printed: 21 SEP 2020, 11:55AM Fite: Cturci-C-6.0. ALC, INC. 1983-2020, Build:12.20,5.31 - - . SHUTLER CONSULTING ENGINEERS Fy : Steel Yield : E: Modulus : 46,0 ksi 29,000.0 ksi HSS2x2x1/4 Span = 5.0 ft E(0.08) Applied Loads Service loads entered, Load Factors will be applied for calculations. Beam self weight NOT internally calculat Load(s) for Span Number 1 Point Load : E = 0.080 k @ 3.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection d dded 0.076 : 1 HSS2x2x1/4 0.168 k-ft 2.213 k-ft +D+0.70E+1-1 0.000ft Span # 1 0,115 in 0.000 in 0.080 in 0.000 in Maximum Shear Stress Ratio = Ratio = Ratio = Ratio = Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 1 ,046 >=360 0 <360 1495 >=180 0 <180 Design OK 0.006 : 1 HSS2x2x1/4 0.0560 k 10.020 k +D+0.70E+H 0.000 ft Span # 1 Overall Maximum Deflections Load Combination Span Max. "-" Dell Location in Span Load Combination Max, °+" Dell Location in Span E Only Vertical Reactions 0.1147 5.000 Support notation Far left is #1 0.0000 Values in KIPS 0.000 Load Combination Support 1 Support 2 Overall MAXimum Overall MINimum +040.70E+H +040.750L+0,750S96.5250E+H 40.60D+0,70E+0.60H E Only H Only 0.080 0,042 0.056 0,042 0.056 0.080 Envelope Summary ENV -SUM 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Jun 2016 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write -protected Project Title: D - - ElY. - *FOS& - ' Date DO II - - " Applicant Information. Provide contact information for individual who can respond to inquiries a compliance form information provided. For BuiIdin Depart nt Use .___ , , , . , — -, , .. 1 Company Name: ir • ... CompanyAddress: .....- r,' 95T Applicant Nam Ettte Applicant Phone: it, .4.33 ftj74ri REVIEWED FOR CODE COMPt IANCF Applicant Email:Meli c A1241~154 . aim Project Description 0 New Building 0 Addition Dif Alteration APPROVED Occupancy Type Selection required to enable forms. it All Commercial 0 Group R - All R1 and R2, R3, R4 o er 3 storitay I 1 "710 Envelope Compliance Path Selection required to enable forms. 0 p .ptive 0 Component Perforrnance City of Tukwila Component Performance BU I DIVISION - Calculation Type 0 Standard 0 Change of Occupancy/Conditionin 0 Selection required to enable ENV-UA and ENV-SHGC forms. 0 Additional Efficiency Package Option - C406.8 Enhanced Envelope To comply, demonstrate building thennal envelope performance is 15% lower than the Target UA. Air Barrier Testing 0 Air barrier testing per Section C402.5.1.2 0 Air barrier testing not required included in project scope 0 Additional Efficiency Package Option - C406.9 Reduced Air Infiltration To comply, demonstrate that measured air leakage of building envelope does not exceed 0.25 ofm/ft2 (air barrier surface area) under test pressure of 0.3 inch w.g. Vertical Fenestration and 1 Skylight Area Calculation Prescriptive Path Enter for Total Vertical Gross Exterior Fenestration Above Grade % Vertical (rough opening) divided by Wall Area times 100 equals Fenestration - values vertical fenestration, skylights, gross walls and roof on this ENV -SUM wokshoeL ÷ X 100 = Component Performance - Enter values in ENV-UA and/or ENV-UA-GROUP-R These values from Gross Exterior Roof Total Skylight divided by Area times 100 equals % Skylight worksheet. auto -fill ENV-UA and are write -protected on ENV- 14/114r ÷ X 100 = Fenestration Area Compliance Vertical nPoEivaT) Fenestration CITY OF TUKWIL0 Area Wit. - MAY 16 2019 Skylight Area PERB11:1" C'MT Vertical Fenestration Alternates 0 High perforrnance fenestration U-factors and SHGC per C402.4.1.3 0 Dedicated outdoor air system per C402.4.1.4 and C403.6 Show locations of qualifying daylight zone areas and ft2 on project plans. For Daylight Zone Area Calculations - a) Sidelight areas include primary + 0 In buildings a 3 stories, 25% or more of NET floor area is in daylight zones per C402.4.1.1 In buildings .q 3 stories, 50% or more of CONDITIONED floor area is within daylight zones per Q C402.4.1.1 Daylight Zone Calculations secondary dayight zone areas. b) Include overlapping toplight and Daylight Zone Fenestration Alternate Not Selected. No Calculations Required Sidelight Daylight Zone Area Toplight Daylight 1 Percent Daylight Zone Area Zone Area sidelight daylight zone areas under Toplight. Ct c) Refer to Chapter 2 for net floor area 0 ( g Spaces in Single Story Building Requiring Skylights Code requires a minimum of 50% of the floor area to be within a skylight daylight zone for enonifir enora hunt Rafpr ft" r.402 4 2 fnr . List all enclosed spaces that exceed 2,500 ft2, have ceiling height greater than 15 it, and are space types required to ,comply with this provision. Space Area (1t2) DLZ Area (ft2) SRR or Aperature Exception - it fil sr a "Ad Ligh ng Su mary LGT-SUM Energy C 20 a$hin oject Into Compliance forms do not require a password to use. Instructional and calculating cells are wrote - protected. oject Description n Name: Phone: Fo uding R2, R ,R4o ❑ New Building 0 Addition PRO.J-SUM hxm (included in enve 3 stories and at R eration Re Au 2016 0 Plans Induded g compili Building Additions Refer to Section C502.2.6 for requirements. Com Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance Addition is combined with existing: For interior lighting projects, include new + existing interior lighting fixture wattage in Proposed Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE form. For exterior fighting projects, include new + existing exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG-EXT form. Interior and Exterior Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope o; the retrofit project. if project includes a combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or rime of the fixtures are replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. efer to Section C503.6 for additional uirements. Alcomirrl'l aa��y palrbe CODE COMPLIANCE APPROVED uses and configuration are not changed. Lighting Power ore of existing are replaced Interior lighting Parking garage 0 erior lighting ess than 50% of existing are replaced El Lamp and/or ballast replacement only — existing total wattage not increased ❑ 50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total LPA per Sections C405.4.2 and C405.5.2. include new + existing -to -remain fixtures in Proposed Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form. Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total installed wattage for exterior luminaires. Lighting Controls New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) New or moved lighting panel Interior space is reconfigured - luminaires unchanged or relocated on New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C40521, daylight responsive contr c is per C405 2.4 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. Interior lighting ❑ Parking garage 0 0 New or moved panel - Provide all applicable fighting controls as noted for New Wiring and automatic time switch 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 spaces. Change of Space Use ❑ Fxssting 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. i9-Oi58 t ;K:CE?VED CITY OF T U I WELA MAY 16 2019 PERMIT CENTER City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director October 25, 2019 David Kehle 1916 Bonair Dr SW Seattle, WA 98116 RE: Request for Extension #1 Permit Number D19-0158 Dear Mr. Kehle, This letter is in response to your written request for an extension to Permit D19-0158 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 permits through May 18, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Rache le Ripley Permit Coordinator File: Permit No, D19-0158 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov avid kehle October 10, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: RE: Mr. Jerry Hight Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement QC DEMO D19-0I158 Request for Extensior, # Current Expiration Date: 1//1537f7 Extension Request: 'Approved for IBC) days Denied (provide explanation) Signature/Initials 1A--5 RECEIVED CITY OF TUKWILA OCT 1 1 2019 PERMIT CENTER Dear Mr. Hight, 8 As the Design Professional In Responsible Charge, I am requesting an extension for the above permit based on the following: 1. There are several sequential items that need to take place before other permitted projects can proceed. Timing is causing delays for some construction and final inspections. 2. There are on going reviews of some projects (Glycol Room, and revised drawings for Breakroom and QA lab) that have been submitted to the city 3. There are on going reviews of the projects waiting for our responses or city reviews. 4. We have been working with Lee on several of the permits and inspection processes. For the above reasons, I am requesting the permit be extended. If you have any questions, please let me know. David Kehle 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com / \ City of Tukwila Department of Community Development 10/ /2019 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Permit No. DI9-0158 SHASTA BEVERAGES, INC 1227 ANDOVER PARK E Dear Perrnit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code ancUor the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null arid void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/18/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is deterrnined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/18/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: DI9-0158 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 devid kehle IVO 0 (4C) May 15, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Mr. Jerry Hight RE: Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Demo Existing QC Lab. Dear Mr. Hight, As the Design Professional In Responsible Charge, I have reviewed the attached permit submittal, and drawings for the removal of an existing two story QC Lab. There is not change to the building envelope and existing lighting is being removed. I believe these are adequate for permit submission and initial review. Please accept for permit review. David Kehle RECEIVED CITY OF TUKWILA MAY 16 2019 PERMIT CENTER ftoisd 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0158 DATE: 02/2020 PROJECT NAME: Shasta Beverages SITE ADDRESS: 1227 Andover Park E Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # 1 after Permit Issued DEPARTMENTS: A uiC_ Zd Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 10/13/20 Structural Review Required DATE: P APPROVALS OR CORRECTIONS: Approved T Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 12/08/20 Approved with Conditions Fire Fees Apply Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg LJ Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0158 DATE: 05/16/19 PROJECT NAME: SHASTA BEVERAGES, INC SITE ADDRESS: 1227 ANDOVER PARK E X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AU) C 9 Building Division le Work/ 7)4.11 PRELIMINARY REVIEW: Not Applicable (no approval/review required) A-1A AYA- Fire Prevention Structural 1 ijL P/A-- 3'17-17 Planning Division if Permit Coordinator DATE: 05/21/19 Structural Review Required REVIEWER'S IN ALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 06/18/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Ej Fire Ej Ping 0 PW E Staff Initials: 12/18/2013 City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http/Lwlvw.citukwila.wa.us Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Data: OP* Plan Check/Permit Number: p' F lev r Response to Incomplete Letter # Response to Correction Letter # Revision # 1 after Permit is issued ❑ Revision requestediby a City Building Inspector or Plans Examiner Project Name:`/f �J 1. - [[��� & Project Address: 17.0 6VNQ igpJG fikt Contact Person: ciVNQ *Ma Phone Number: fla4.7.13� �1 Sununary of Revision: 6 136tmai tom' tit& -e) -tom itibrW ' g•i b Abu. 44 lie 1445. - VeVtNaJ RECEIVED CITY OF TUKWILA OCT 13 2U2 PERMIT CENTER Sheet Number(s): 14V Nee. '' ,0 (z/ ' ftliettiOnt. ow...1 l.7i "Cloud" or highlight all areas of revision inclufing date of revision Received at the City of Tukwila Permit Center by: A �J Entered in Permits Plus on /C1 /l/,it �applicetions'fprms-applications on line\revisioo submittal Created: 8-13-2004 Revised: r' 1 \_J STATE OF WASHINGTON) ) ss. COUNTY OF KING ) a f14 c) 2 `D , din% n 04"/ , states as follows: [please print name] CITY OF TLTKWILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplan@ci.tukwila.wa.us Permit Center/Building Division 206 43i-367o Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: I) 19 - ©/ SO E 19-ogo 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.ogo of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number 13 , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might6iherwise have under state law in any decision to engage an unregistered contractor to perform constructio work. r/• ersAgent Signed apd sworn to before me this ay of , 20 J . Nth AR PUBLIC in and for the State of Washington Residing at / 1 F II , County Name as commissioned: 1'%Jer e My commission expires: f'S1 9I- - 18.27.040 Exemptions. The registration provisions of this 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed chapter do not apply to: by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; , 7 • ,,, 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform, plumping work that is incidentally, direatly, and immediately .; appropriate to the like -in -kind replacementof a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician whileVerforming plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of ecemptions. E.1 C.1 EXISTING BUILDING ADDITION I 22' 6"j - - — ALLS RCH - - ---- - 12 '-6" - SEE INLARGEt CATW THIS LK PLA 3HEET AB PER --- 0 -- - L---- A-E—DEMOLISHED t321'-0" -ON- OVERALL BUILDING PLAN SCALE: 1 "=40'-O" NOTES: SECTION A-1.0 SCALE: 3/4"=1,-0., 6'-0"o.c: __ - -TYP. - O O O O l V4x3xO'-4EXP 2-% 0 SSBOLTS (EEXTEND EXISTING GUARD RAIL TO PC PANE EXISTING CATWALK Z:176- STRUCTURE (E}CHANNEL -� SUPPORT BEAM L3x3xY4x0'-9w PBOLTS :OLUMN }/ Y 1Y" 16" i 1Y" (E)GRATING (N)HSS BRACE PER SUPPORT — SECTION C=1.0 - - - - - MEMBER GRATING i C-tA A-1.0 C-1.0 B-1.0 (E)PC WALL— l - ENLARGED CATWALK PLAN SCALE: Y4"=1'-O" NOTES: 1) VERIFY EXISTING CONDITIONS IN THE FIELD, NOTIFY ENGINEER OF DIFFERENCES PANEL SECTION B-1.0 SCALE: 3/a"=1'-O" iSET W/Z-l•2 P tXt'.. tfULiJ PLAN (BED 3Y2") C (E)TILT PANEL - EXISTING XISTING METAL GRATE _EXISTING — -ty —�� 1 `TYP. 6V HSS2x2xYa STRUT ® LOCATIONS EXISTING PER PLAN CATWALK STRUCTURE SECTION C-1.0 SCALE: 3/4"=1'-O„ GENERAL NOTES CODE: INTERNATIONAL EXISTING BUILDING CODE, 2015 EDITION C• HEq� BUILDING RISK CATEGORY = II LIVE LOADS: UNIFORM LOADS: LOCATION LIVE LOAD REDUCIBLE SLAB ON GRADE (SEE SLAB ON GRADE NOTES) �fsSrOHAI ROOF 25 PSF (SNOW) NO WIND DESIGN -H WIND LOADS ON THE MAIN WIND -FORCE RESISTING SYSTEM(MWFRS) WAS DETERMINED Digitally signed USING THE ENVELOPE PROCEDURE. by John Headland WIND SPEED (BASED ON TABLE 1609.3.1 OF IBC 2015): V„ 11= 110 MPH V, = 85 MPH EXPOSURE"B" A= 1.0 K,, L00 Date: 2020.09.23 0 _I SEISMIC DESIGN INFORMATION: 08:56:29-07t00t :14 SEISMIC FORCE RESISTING SYSTEM IS A BEARING WALL SYSTEM WITH SPECIAL REINFORCED CONCRETE SHEAR WALLS. THE STRUCTURE WAS ANALYZED USING THE EQUIVALENT LATERAL FORCE PROCEDURE. R=5.0 9,=2.0 Ss = 143.2% SDS = .955 SI = 53.4 % SDI = .534 IE=1.0 o s SITE SOIL CLASS = E t7 r= SEISMIC DESIGN CATEGORY = Dce c a Y ANCHORAGE TO CONCRETE: W W o o N E .S w EXPANSION BOLTS INTO CONCRETE SHALL BE HILTI KWIK BOLT TZ AS MANUFACTURED BY F ti N HILTI, INC. SPECIAL INSPECTION AND INSTALLATION PER ICC-ES REPORT ESR-1917. O Z o ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER. ANCHORAGE U W m k E' d SUBSTITUTION REQUESTS REQUIRE ADDITIONAL ENGINEERING SERVICES. I •o `9 " o w NEW ANCHOR INSTALLATIONS SHALL BE INSPECTED ON A PERIODIC BASIS BY A THIRD n a € wE PARTY, REPORTS PER. SPECIAL INSPECTION SECTION OF THE GENERAL NOTES. 2 Z r o o STRUCTURAL STEEL:IS SQUARE HISS SECTIONS SHALL CONFORM TO ASTM A500, GRADE C (Fy = 50,000 psi). ALL "` o v OTHER STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 (Fy = 36,000 psi) OR ASTM A992 ( v N = A GRADE 50 (Fy = 50,000 psi). APPLY PRIMER COATS PER ARCHITECTURAL SPECIFICATIONS. O a € WELDS NOT SPECIFIED SHALL BE 3116" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE IN ACCORDANCE WITH AWS CIA 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 Z TESTING AGENCY FOR REVIEW. THE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING O E_ AGENCY APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING INSPECTIONS SHALL a BE PROVIDED AS A MINIMUM; ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING v DEPARTMENT SHALL ALSO BE PERFORMED. JOB SITE VISITS BY THE ENGINEER DO NOT td CONSTITUTE AN OFFICIAL INSPECTION. - d 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 ARCHITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC. MECHANICAL FIRE PROTECTION AND ELECTRICAL SYSTEMS: IT SHALL BE THE GENERAL CONTRACTOR AND/OR SUB -CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY ENGINEERING AND CONSTRUCTION DOCUMENTS FOR THEIR SCOPE OF WORK. THIS SHALL INCLUDE THE DESIGN OF THEIR SYSTEM AND ANY REVIEW AND MODIFICATIONS OF THE BASIC STRUCTURAL SYSTEM SHOWN ON THESE CONSTRUCTION DOCUMENTS AS WELL AS ANY ADDITIONAL STRUCTURAL SUPPORT REQUIRED BY THEIR SYSTEM. STAIRS: STAIRS TO BE DESIGNED BY OTHERS. SHOP DRAWINGS ALONG WITH STRUCTURAL CALCULATIONS STAMPED BY A LICENSED WASHINGTON STATE PROFESSIONAL ENGINEER SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. STAIR STRINGERS SHALL BE C12 X 20.7 MINIMUM. STAIR LANDING SUPPORT POSTS SHALL BE HSS 3 X 3 X 3/16 MINIMUM. FILE COPY PermR No. D19-0l i Plan review approval Is subject to errors and omissions. Approval of construction documents does -'tot authorize the violation of any adopted Code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By. Date: City o/T.K la BUILDING DIVISION _. RcvitVVED FOR CODE COMPLIANCE APPROVED [E4PAE PERMIT W OCT 2 2020 �' yl ED FOR: echanicalleclrinal City of Tukwilalumbing BUILDING DIVISIONas Pipingof TukwilaNG DIVISION RECEIVED CITY OF TUKWILA REVISION NO, OCT 13 2020 PERMIT CENTER i REVISIONS Nq.changes shall•, matle to Ine Of IJofk wdnout prior aPWOvaI of the �ukw#a Building Division. RSOYG: F e" ragUWO a n oto subm and MaY "Witi fe additioh� MM f Tr F g tY w Q. U) W W - W D 20 � W >gp0 > 0 � ('D W CL 0 m J S '"� Z ~ a �f� Z Z � < TT- e Z (D roo v) 06 U) Z 0 W U) ENGINEER: AH CHECKED BY: JH DATE: 9-18-20 JOB No.: 10-23.16 SHEET No.: 1 OF1 NORTH f t I I APPROX LOCA710N OF EXISTING BUILDING I OVERALL SITE PLAN SCALE: V = 20' WATEt� - VALVE\\ ,r VALVE SEWER MANHOLE A RIM = 23.82 12' PIPE N = 16.49 12'PIPE S=16.53 W PIPE E = 16.53 8" PIPE W = 16.53 (PIPES OR D.i.) \5IREET LIGHIGH T \� EX. FIRE HYDRANT WATER VALVE PROJECT STATISTICS: BUILDING CODE= 2015 IBC ZONING: TUC CONSTRUCTION TYPE: III B ESFR SPRINKLER OCCPANCY GROUP: FI,S1,B TOTAL BLDG AREA: 107,649 SF EX. OFFICE (B) 3,317 SF EX, FACTORY (Fl) 1J4,332 SF AREA OF DEMO 156 SF FIRST FLOOR,156 SF SECOND FLOOR PARKING: 51 (NO CHANGES) LEGAL DESCRIPTON� POR OF GRIDLINE 1 IN NE 1/4 OF SECTION 35-23-04- BEGIN NE CORNER OF GRIDLINE 1 THEN N 87-44-08 W ALING N LINE OF GRIDLINE 1 449.48 FT THEN S 01-51-39 W 458.87 FT THEN N 99-08-21 W 30 FT TO TPOB, THEN 01-51-39 W 411 FT THEN N 88-08-21 W 470 FT THEN N 01-51-39 E 411 FT THEN S 88-08-21 E 470FT TO TPOB T,4X EARCEL NUMUIR 3523049012 SCOPE OF WORK REMOVE EXISTING TWO STORY QC LAB (156 SF PER FLOOR), PATCH AND REPAIR AS REQUIRED AND PER PLANS REVISIONS No changes shall be made to the scope Of Work without poor aporOval of the Tukwila Building Division, NOTE: Revisions will require a new plan . subtnlbaf and may include additional plan reviser. 51TE ,4DI)RE65 1221 AMD O VE F ir41RKW,4 *i� E,45 T SEPARATE PERMIT REQUIRED FOR: MMechanical CiK Electrical Plbg 5H,45T,4 5E ER,4GE INC X C7�GasPiping City of Tukwila 1221 ,4NE)OVER �,4�<W,4�' E,45T BUILDING DIVISION STRUCTURAL FOR FOOTINGS SHUTLER CONSULTING ENGINEERS 18503 BEL-RED ROAD BELLEVUE, WA 98005 eurM VC SEWER MANHOLE A RIM = 25.39 12" PIPE N - 18.16 1, NO CHANGES TO EXISTING SITE 12" PIPE S = 18.20 2, NO CHANGES TO EXISTING PARKING OR PAVING 8' PIPE E = 1820 6" PIPE w = 1820 3. NO CHANGES TO BULDING ENVELOPE (PIPES PVC OR D.I.) 4, NO CHANGES TO EXISTING LIGHTING FIRE HYDRANT EX. SEWER MANHOLE A RIM = 25.39 12'PIPEN=18.16 12' PIPE S = 18.20 8' PIPE E = 18.20 8' PIPE W - 18.20 (PIPES PVC OR D.I.) FILE COPY ParinnItNo. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and Conditions is acknc wl By Date: t� City of TUNWiIa BUILDING DIVISION Kt:vIEVVED FOR CODE COMPLIANCE APPROVED MAY 212019 kwila 3UILD NG IVISION RECEIVED CITY OF TU lilhi ILA MAY 16 2019 PERMIT CENTER soI (711 00 00, M d' d' N 00 vv W X d W to i 2A by �r 2a EX. TANKS TO REMAIN Syrup, SyruG Syrup EX. FIRST I Tank I Tank Taek ( FLOOR QC LAB TO I n EX. PLATFORM TO BE 'I REMAIN I MDYED 'AND EX. STAIRS ctri nt Etectricat I Ri 0 EX. TANKS TO REMAIN syrup, Syrup Syrup i �e I #n oa I T¢rv4 �� is k T k EX. PLATFORM TO REMAIN AND EX. STAIRS O EX. SECOND 1 FLOOR - QC LA8 TO REMOVE EX. WALLS, DOORS AND WINDOWS FIRST FLOOR REMOVE EX. WALLS, DOORS AND WINDOWS SECOND FLOOR ADD STEEL GUARDRAIL AT DOOR OPENING TO MATCH EXISTING FI F,&T ELOOS ELAN- CSC LA5 F_)E10 NORTH SCALE: 1/0" = 1'-0" D 1"1® NOTES- 1. REMOVE EXISTING WALLS, DOORS AND WINDOWS FROM BOTH FLOORS OF THE EXISTING QC LAB 2. REMOVE EXISTING CEILINGS, LIGHTING, ETC. FROM 50TH FLOORS 3. REMOVE EXISTING HVAC AND SPRINKLERS 4. REMOVE EXISTING ELECTRICAL OUTLETS AND DATA FEEDS, PULL TO EITHER EXISTING PANELS OR PUT IN J-50X AT ROOF STRUCTURE WITH PANEL NUMBER AND CIRCUIT NUMBER 5. ANY EXISTING PLUM5ING TO 5E TERMINATED IN ADJACENT WALLS OR AT ROOF STRUCTURE, WITH SHUT OFFS. WASTE TO 5E REMOVED TO BELOW SLAB, CAPPED AND THEN NEW CONCRETE PATCH FLUSH WITH ADJACENT SLA5 ro. PATCH AND REPAIR ADJACENT WALLS, ROOF STRUCTURE, AND EXISTING 5LA5 1. EXISTING METAL PLATFORM AND STAIRS ARE TO REMAIN. ADD GUARD RAILS AS REQUIRED, MATCH EXISTING AREA OF WOR< �— EX. PROPERTY LINE EX. FENCING NO CHANGE DRIVE-IN � RAMP (' i Irl - oC0 11 I OHD If I?1 r I) - XIT <'T- - FIRE DEFT ACCESS ZZI f WWW Wm i �' ili(Y■)rE'_7.�1atiril�- .:{:��i,L��i�LiTl�lT'�� -: - lad ( �'�6. ,a�i.s:a..r. +EEi■■■■Y��iE...ri■r�uG���� :- 1- -1---- I� t_L�m RE OVIE j j # 6 j I E I I j I j ac rog LAD aA ° as _, 1 #18A I T°.9k f v>t.� I� (`—� I T4�k �1 I Tank f �y+ i5'��—,��) L.----�J � II j i LL (� mxTank#BJ I'Ir1 F-1 -w.� I 'vflu #8----� L—J Future New � pas 014B I ._ II I CHAIN INK FENCE ENCLO URE I I�==j ---- j €P I ' #5 & #6 OVEFA L FLOOF, FL/ NORTH P E tIl0 SCALE: 1" = 20' ■ .I AP D MAY 1' ■C4 of Tukwila -O x W M nECEIVED CITY OFF i U IVNILA MAY 16 2019 PERMIT CENTER 6T w � p = Q e v 0 m m w z o co 00 m z C W z H� cr O � W E-+ z E aG LY"'t5 DEMO