Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D19-0155 - SHASTA BEVERAGES - NEW FOUNDATION SLAB AND 2-HR RATED HAZMAT CONTAINERS
SHASTA BEVERAGE, INC HAZMAT FOUNDATION 1227 ANDOVER PARK E D19-0155 ��^�xx ^�� Tukwila *°�~� «�n " K�ovw�Uoa Department of Community Development *3uuSowmcenterBoulevard, Suite #1wo Tukwila ,wVashinDtongV1U8 �~ n�"""'�oa'u��'3srn ''--------- |nspecdnnRequesuUne;Z06-43O-9350 Web site: http://www.TukwilaWA.gov Parcel No: Address: Project Name: DEVELOPMENT PERMIT 3523049072 Permit Number: Issue Date: Permit Expires On: Owner: NATIONAL BEVERAGE CORP Address: 8100SVV10TMSTSTE4000' PLANTATION, WA, 33324 Contact Person: Name: Address: Contractor: License No: Lender: Name: DAV|DKEHLE l9I68ONA|RDRSW, 5EAlTLE,WA, 98116 SHASTABEVERAGE, INC 1227AMDOVEKPARK E,TUKVY|UA, WA, 98188 Phone: Expiration Date: DESCRIPTION OFWORK: CONSTRUCT NEW FOUNDATION SLAB FOR NEW 2 HOUR RATED HAZ MATERIAL STORAGE CONTAINERS OUTSIDE THE BUILDING, INSTALL NEW 2 HOUR RATED HAZMAT CONTAINERS ON FOUNDATION, REMOVE LANDSCAPING IN ISLAND ADJACENT, LOCATE HAZ MATERIAL STORAGE INSIDE THE BUILDING, ALL PER PLANS. Project Valuation: $40000l0 Type ofFire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: 1118 Electrical Service Provided by: TUKVV|LA Fees Collected: $1,480.66 Occupancy per IBC: F-1 Water District: TUNWILA Sewer District: TUKVV|LA Current Codes adopted by the City of Tukwila: International Building Code Edition: international Residential Code Edition: international Mechanical Code Edition: Uniform Plumbing [ode Edition: International Fuel Gas Code: National Electrical Code: VVACities Electrical Code: VVAC296468: VVAState Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Date: 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: y '�----- Date: czN Print Name: '`= `t-- .nCA^�v 3 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: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 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: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 7: All construction shaUbedone|nconhormanoawiththeWashingtonStateMvi|din8[odeandthe Washington State Energy Code. 8: Notify the City ofTukwila Building Division prior toplacing any concrete. This procedure is in addition to any requirements for special inspection. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center, 10: Preparation before concrete placement: Water shall beremoved from place ofdeposit before concrete b placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall beremoved from spaces tobeoccupied byconcrete. ll: VALIDITY OFPERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances ofthe City ofTukwila shall not hevalid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: A minimum of one approved portable fire extinguisher complying with Section 906 of the International Fire Code and having a rating of not less than 20-B shall be located not less than 10 feet (3048 mm) or more than 50 feet (15240 mm) from any Class 1 or 2 liquid storage area located outside of a liquid storage room. (|FC5704l7.5.Z) lZ: Portable fire extinguishers, not housed incabinets, shall beinstalled onthe hangers orbrackets supplied. Hangers orbrackets shall besecurely anchored tuthe mounting surface inaccordance with the manufacturer's installation instructions. Portable fire extinguishers having agross weight not exceeding 4U pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top isnot more than 3Jfeet (1O67non,)above the floor. The clearance between the floor and the bottom ofthe installed hand-held extinguishers shall not beless than 4inches (1O2mm). (|F[9O6Jand |F[ 906.9) 13: Fire extinguishers require monthly and yearly inspections, They must have atag urlabel securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall beemptied and subjected tothe applicable recharge procedures, |fthe required monthly and yearly inspections o{the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) lb: Visible hazard identification signs shall be placed at entrances to locations where hazardous materials are stored, dispensed, used o,handled inquantities requiring apermit. Individual containers, cartons or packages shall beconspicuously marked or labeled in accordance with nationally recognized standards. (|FC5O03.5)(NFPA7O4)) 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests, (City Ordinances #Z43§and #2437) 17: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ufsuch condition orviolation. 18: These plans were reviewed byInspector 51l. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(206)575~44V7. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2Va)438-9Q5O 1700 DU|LD|NGF|NAL" 0301 CONCRETE SLAB 1400 FIRE FINAL DZOl FOOTING 4037 S|fCAST'|N-PLACE 4000 5|-CONCRETEQONST 4046 8'EPDXY/EXP[ON[ t / 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. 155 Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 1227 Andover Park East Tenant Name: Shasta Beverage Inc 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.: King Co Assessor's Tax No.: 352304-9072 Suite Number: Floor: 1 New Tenant: LJ Yes ,.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: Fax: (206) 433-8997 Email: dkehle@dkehlearch.com ENGINEER OF RECORD Company Name: Shutler Engineering Engineer Name: John Headland Address: 12503 Bel Red Road, Suite 100 City: Bellevue State: WA Zip: 98005 Phone: (425) 450-4075 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: HilApplicationsTorms-Applications On Linet2011 Applicanons \ Pernik Application Revised - 8-9-11.doat Revised: August 2013 bh Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 40,000 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ 1,300,000 Describe the scope of work (please provide detailed information): Construct new foundation slab for new 2 hour rated haz material storage containers outside the building, install new 2 hour rated haz mat containers on foundation, remove landscaping in island adjacent, locate haz material storage inside building, all per plans. Will there be new rack storage? I Yes El.. 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 Ist Floor 107,649 500 III-b FI,B 2"a Floor 1,920 0 0 III-B S 1 rrFloor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 193,170 Floor area of principal dwelling: 0 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: 49 Compact: Handicap: 2 Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 21 Sprinklers 21 Automatic Fire Alarm Ej None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 21 Yes O No If "yes', attach list of materials and storage locations on a separate 8-1/2" x II"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. HAApplicationsTonns-Applications On Line1201 1 ApplicationsWermit Application Revised - 8-9-1 I Alec( 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 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 OWNlZ<B--:A Signature: Print Name: David Kehle AGENT: Mailing Address: 1916 Bonair Dr SW Day Telephone: seattle City Date: 05/14/2019 (206) 433-8997 wa state 98116 Zip HAApplicationsWonos-Applications On Line \2011 Applications \Recruit Application Revised - 8-9-11,docz Revised: August 2011 hh Page 4 of 4 DESCRIPTIONS ACCOUNT I QUANTITY I PAID PermitTRAK $913.89 D19-0155 Address: 1227 ANDOVER PARK E Apn: 3523049072 $913.89 DEVELOPMENT $871.56 PERMIT FEE WASHINGTON STATE SURCHARGE R000.322.100.00.00 B640.237.114 0.00 0.00 $846.56 $25.00 TECHNOLOGY FEE $42.33 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17790 R000.322,900.04.00 0.00 $42.33 $913.89 Date Paid: Monday, June 03, 2019 Paid By: SHASTA BEVERAGES INC Pay Method: CHECK 599040 Printed: Monday, June 03, 2019 2:15 PM 1 of 1 SYSTEMS 7 PermitTRAK $566.77 D19-0155 Address: 1227 ANDOVER PARK E Apn: 3523049072 $566.77 Credit Card Fee Credit Card Fee R000.369.908.00.00 0.00 $16.51 $16.51 DEVELOPMENT $550.26 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R17651 R000.345.830.00.00 0.00 $550.26 $56677 Date Paid: Tuesday, May 14, 2019 Paid By: NICHOLAS D HEATON Pay Method: CREDIT CARD 014966 Printed: Tuesday, May 14, 2019 12:01 PM 1 of 1 SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 05/14/2019 12:00:20 PM CREDIT CARD SALE R-E-P-R-I-N-T VISA CARD NUMBER: **********9037 K TRAN AMOUNT: $566.77 APPROVAL CD: 014966 RECORD #: 000 CLERK ID: Laurie X CARDHOLDER'S SIGNATURE) I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 05/14/2019 12:00:20 PM CREDIT CARD SALE R-E-F-R-I-N-T VISA CARD NUMBER: **********9037 K TRAN AMOUNT: $566.77 APPROVAL CD: 014966 RECORD #: 000 CLERK ID: Laurie Thank you! Customer Copy INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERtvlIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: - '`..`'`tS Type of Ins-pection: / `z M017 if2Y,iUQ49":4 1 Address: j a z 7 /47)414C7e3 VRR Atex ir pate Called: Special Instructions: - Date Wanted: / 'ate-'`t , a.m. p.m. Requester: ,�� Phone No: l Approved per applicable codes. Corrections required prior to approval. COMMENTS: LE 13''k'' k nspector; Date: / REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350r� .Proje Type l ection�sr 1/#4.57AL v Address: jr27 AVOCA/4A MARIAV l__ Date Called: Special Instructions: Date Wanted: l o ` ? a.m. p.m. Requester:. Phone No: proved per applicable codes. © Corrections required prior to approval. COMMENTS: II /I ' I c � X /4/ CIWZ) NG- ' ` ? /y 5 . a-4' 1.4-43 I•t4a. l mac-- 7tA. 8/ id / ,',en s mv4t74 Eafs , ie # , - 7 -/8 ,/, Inspector: gate: 7 1•e REINSPEIrTI©N FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. B" 8' 213-4" 8" GRATED FLOOR FLOOR PLAN LOUVER 2 HOUR FIRE 1618' RATED WALL 4' 16 4 woom iteavfil 4' 20' 18'-7" 8" 9' NM toW % W OPW AVOW L........ FIRE RATED ROLL UP DOOR ContekPro PROJECT ' • „ Shasta Beverages - 20' storage 2 HR fire rated 12' DESCRIPTION. FLOOR PLAN. 11-6" 4' "MP' NIM, MAYO re! 4' OUTRIGGERIHOOK CONNECTED TO CONTAINER FRAME, AND TO EARTH ANCHOR WITH CABLE (CAPACITY 10,000 LBS) REVIEWED FOR ODE COMPLIANC APPROVED MAI 2 8 2019 City ofTukwila UILDING DIVISIO RECEIVED AY 1 5 2019 TUKWILA PUBLIC WORKS PRPIVED trefilUKWILA : 122 CENTER DATE SCALE: SHEET: 04-19 3/8" 1-0" AO 7' 0 FIRE RATED ROLL UP DOOR 20' 0 4' OUTRIGGERA1OOK FRONT ELEVATION 12' REVIEWED FOii CODE COMPLIANCE APPROVED 'AY 2 8 2019 City of Tukwila BUILDING DIVISION ContekPro PROJECT: Shasta Beverages - 20' storage 2 HR fire rated DESCRIPTION: ELEVATIONS. DATE SCALE: SHEET: 04-19 318" 1-0" Al LOUVER 18'x18" 20' inrn LOUVER 18"x1B" 1'-6" 2'-6" 1'.6" 2` 4' OUIRIGGERIHOOK REAR ELEVATION 1'-6" 9,6„ 1%6" 3'-6" 9%6," 0 IEWED FOR JE COMPLIANCE APPROVED i1►1 r0 ^fie r�ir�i M 0 .40 City of Tukwila BUILDING DIVISION ContekPr PROJECT: Shasta Beverages - 20' storage 2 HR fire rated DESCRIPTION: ELEVATIONS. DATE SCALE 04-19 318" =11-0" A2 SHEET; 9'-6„ 0 0 7' 1' FIRE RATED ROLL UP DOOR OUTRIGGER/HOOK LEFT ELEVATION EARTH ANCHOR RIGHT ELEVATION 9',6" REVIEWED FOR CODE COMPLIANCE APPROVED AO 2 8:319 City of Tukwila BUILDING DIVISION Con t+ kPro PROJECT. Shasta Beverages • 20' storage 2 HR fire rated DESCRIPI'IQN. DATE: SCALE; SHEET, ELEVATIONS. 04-19 318" =1-0" A3 ELECTRIC PANEL fl LED UGHTS ELECTRICAL PLAN REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 8 iC :3 City of Tukwila BUILDING DIVISION ContekPro PROJECT: Shasta Beverages • 20' storage 2 HR fire rated DESCRIPTION: ELECTRICAL PLAN, RATE: 04-19 SHEET: '-o" El Mae_ aQsNL� lcatlan dCAemmab Ord 010 Tn4Stomma Apples Ta IEhW Onel BWnu mac Rota Amp Mdrer. Mdam ParkF,lya.4A WA miss 4004 U2themkA Ares Aa DaSanaNd On The Sna Max OeClarad4ill. AAEA Under penalty of palmy, I declare the bow and mia4slent Mlmmatbn, provided spart DFthoMarkus mania* Inventory epMosM,ptmeand correct. Ceti! Ana al Matta Name: file; Stratum: Date: 1eESTIMATE00UANTRIES TO BF Re" RECEIVED CITY OF TUKWriL,�r MAY 1139 PERMIT CEN1 NM Class Common Trade Name ChemhalNamACom ponemendWncemrsbn Molokai Abstrp Serlallo, Physlal6baats State atlbtna NFPA OaaMlatIon Annual Waste IA IB IC II Ilia OIB Comte Polak Toxic Oust Osk3er Class Oxidiser Class3 Wier Class4 Os14er Comment Hammable Nat (Slack Cleary Type Flint SS7B26 Erg Akohd Mc Acid Water Natural Haven 64.17.5 77.92.9 T731.1&S M GA NoNFPA diamondo n 596 A eaun4POINT REaulsoTo PROPER 1YWSS1FY (if61i o IA ar M Hamm* covda Fiammable Nat, Coconut Type Flavor S52EB6 Ethyl P)cdml ark Add Water Natural Flavors 6417.5 77.91.9 7732.18-5 M 42 GA No *PA diamond on 505 42 6MIING POW 5L94IREO 10 PROPERLY WSSIPYIFPb1Fou orl9Flammnbletloddl Flammable Nat. Mango Erre Flavor 557159 Ethyl Alcohol OMcAdd Weer Natural Heron 64-17-5 71.91-9 1732-185 M 35 GA No NFPA diamond on 523 35 AauTG POINT RECOUP 10 PROPEALYa4SA%IFP59F66IP at IB Namable tala7 Flammable Nat Strawberry Type Flavor 555106 Ethyl Alcohol Citric Acld Nato Natural Flavors 64.11.5 77-92-9 1$2.18b M GA NoNNA diamond On SCIS A BOIL4BGPOINT UNWED T0 PROMO CLASSIFY VP FFFo IA or laFlaw* Ikaldi FMmmabM SAwet9LNat EthSAkdm50.100% 64.17.5 M GA 2,3,0 A Flammable HY-091.16B4Lemon 710140 EthydAkohoI50-70% I,*-(4 Umonene 1.1066 5eta•pmeoe 1.10% Gamma•terylnere1.10% 64.17-5 5989-27.5 121.91.3 99-85.4 M 100 GA 2,3,0 100 Flammable 8062.563-9Pear712795 Elhylhlcoha17090% 64.17.5 M 30 GA 2,30 30 Flammable OB-394-5963Orange 112545 Ethyl gkoho130S03s 6,662SLImoneneId0% 6417'5 5989.27-5 M 30 GA 2,3,0 30 Flammable Peath111/91 Ethyl Alcohol 1,2,3-PropanetrIal 6411•5 M W No NFPA HMI52,3,0 20 Flammable Nat. limeade Type FLEdract 30598135 EH* Alcohol 15-5D% 64-17-5 M 90 GA 1,3,0 FFfIIL. VIE � WE � �o/ Flammable NaL Coconut Type AM703E09P Ethy1Alcohol 75.100% Gtric Add.01.1,5% Varian 64.17.5 77-93-0 121-33-5 M A0 GA NoNFPA diamond on SOS D CODE COMP �/��..{� I n \ INNUNGPOW REWIPE010 PAOPFaLY CV59FY1FP 6ef*IA a IAPrnynadeEWmd) Flammable Cranberry Type Mai Nam 103045 BlhylWOW 6O70% RoponkAddO10% Ethyl Acetate0-10% hpylka7kiNM 69.17.5 19094 141.7E-6 71.23-8SOS M GA No NPPA dhmandan K APPROVE � a4NG ePUNS IUWHAIDTO PAOPEmtWfeVPOFnN oraFlmnrcbhl 141 FlammableM NaLfu9P0 Type Flavor fOASBW376 Ethyl Akoho140b0% Ac¢Mldehyde0l% 6417.3 15-01-0 GA NoNFPA diamond on 505 A MAY 2 g 2319 011011NTAEWIAEDTO PROPE01YCUSSM OP SLIFo IA at flanmb4 WAN Flammable Chocolate Type, Nat. Fluor Blend 911416 Ethyl Akohol 5690% GNterine5.1D% 2-Hepamne ButpdcFuld 64-17.5 S6•g1.5 101.930 101.916 M GA 2,3,0 N IS: 31y of Tukwila Flammable CoMFAraa,Natfheor6k� 913129 EthylAkoh01S090% Unanenel•S% Wnenesd% CHM Sahote 969-27- S9E9.21.5 E0568 5392405 44-59-7 M GA 2;3,0 X BUILDINGDIVISION N• 0 55 Flammable Nit, Flaw, Passlooktet 711063 Ethyl Aloohol 50-9011 Acetic Add 1.5% UPIOnent <1 Etly Acetate Benoit kat. EtIO Butyrate 64-17-5 64-19-7 5989-27.5 141•79.6 140-114 10S-54-4 64 40 2,4,D 40 &NAG POW REQUIRED10 PROPEWP OASOPY (PP POP w IA are Pam*. ault0 Flammable Nat Raw, Tangerhe 716951 Ethoi Wallet 50.9CPA Umonerre SS% Plnerres 66-114 5989-27.5 906641 2,4,0 47 BOOMS PO011 PIOUIRED10 FROPEWP GASIFY OP 7IP w W orP3 %noble Ugultil Flammable NI. Grapefruit Player 071291 Ethyl Akohol 90-10016 6417.5 M 1440 GA No NFPA HMIS 2,3,0 100 001124 POW/ PLICOJIRPOID PROW( LIMsifY (FP Sii P IA at la Wog* IlquW1 Combustible Sweetness Enhancer FT Nat 3209159551 Pmpylene Orel SO•103% 57•55-6 1,2,0 Remmabk Nat, & kt. Apple Mace 702813 E741 Alcohol 15-5091(36%) Acetaldehyde 64-171 2,3,0 X CombustIble Neutral Cloud Emolslon 30-09005K - No ARA diamond ow44171015 SOS FlananatieM Nat MIted Bowy R Woof 78880709 Ethyl Alcohol 6070% Ac#4cA0d 1,3% 61-17.5 64-19-7 40 GA No NEPA Wood on SOS 40 Flammable Yuccefoam 719057 - 73 64 5 4444 No KRA diamond on SOS Flammable Nat & An, Watermelon Flavor 718240 Propylene Glwo13050% Etkryl Alatol 30•50% 57.5S-6 64-17-5 M 4 GA 2,3,0 4 877-9449446 Mello Add 6915-15.7 5 0 407004 New CltdcAdd Anhydrous 7/42.9 POWPER NowHarardotts Pena Glnsen11%9609941371 . NA 9 0 1,0,0 POWDER 87n-94067456s 744 Sodium (Prate, hydrate • 613204-3 6 0 (KAU Nen•Itat)rlau Trl Potassium Crtrate, Mortohydrate . 6100-05-6 5 0 CRYSTALS Nowllazardoto CALICose-Fructose 011420 Globe 42 DE Com Syr u 0029-43-4 to•Itacerdous Ottose-Fnactose 026430 verbose HO Prance Corn Striu 00294134 64 0 4079446 Phcaphodt kW 75% 7 2,0,0 44 Combustible Sun True Utak lak ht Ink Carbon Ole,' 5-2011 1.phenoxypropan.2.41 1333.964 17035-4 M 13,0 X Contusttle Premalube FCW1 White Mineral OM EOM Aluminum Benzoate 1.13% Once Oaidel•S% Olsodlum Sebacete 1,511 Glycerol monoleate 1.5% B042•47-5 8238O54-9 131413-2 17265.14-4 2549642-4 1,1,0 X Non -Hazardous Lectnsolv, MM Tetracholoroethylene 6-10011 Carbon Date 3.7% 127-18-4 124•311-9 1,0,0 't.. Cato Industrial SO 220 2,5•91iouty441thlel-1,3,4thlad4464ele ,1.1% 13539.13•4 GA 2,1,0 anniVki (embattle Blue Force Advanced 120401S1 Propylene Glryol Mononwthylither 7.1317 Etlanolatote S-12B1 Sorlacceat &lend 17% 107,99-2 141.44-3 TS, 64 4444 3,1,0 44X • - 11 E COmpLIA#4, APPROVED WE b OF Combust:hle Stew II let Ink Cato War* 5-20% Propyhe Ghuol Phenol Ether WO% High Dolling AlphallcOtatIllate 410% 1333-164 710-354 64742409 1, 1,0 Combustible litra-tiTt 10035421 Petroleum Distillates 3040% Residual Olis 10•3011 Residual 011s 10.10% Na7eha87e.1.1% Cumene ,1-1% _ 64742•650 6414201-4 64742.62.7 91403 98-82•8 2,1,0 X , 1r! P•11 I‘liki 0 Oa f!e84fri (4 0 ' u i aw Combusttle Indite 142 Thiecellooker 135355 Pohl/Wool Olmetharylate 63.100% Oleic Acid 53E0 1030% Prop471d461,2 1•544 Comet 0,1•1% 25852-47.5 9004-96-0 57-55.6 9812.8 64 GA HMIS 1, 1, 1 X A U ,, tY Tukwila ING DIVISION Combustble Noy Met 1•Tenderene TommieHydroarbans Alcohols Bemaldehyde 2-Butyk•1-deceie 241P41-0odeeene 1120.36-1 6895666-9 84133.506 10052-7 51655-65-3 19780348 M GA 2,2,0 X Camhustbe PureplexudthOmnlsta110073499 White Mimi 0166100% ABm6mumBpnmale1030% Polybulene 1.5% rhodiumsebacate1.5% 8042.47.5 8298054.9 9003.29.6 17265.14.4 M GA 1,1,0 X Non•Hawrdous Tool Cod Blue Cutting Gel Non-Hatardous Cut-00Wheel )&&IndiaWheeh Aluminum 0Ade6oBO% Silicon Carbide0-70% 1344141 403-21.1 Combust6le QumiMM12037767 wrylACrylkPaFymr3Di0% TanncAdd}7% DipropyleneGfyco94onoMethyl Ether 1.5% 25067.01.0 1401-554 24590-94.8 M GA 2,1,0 Took E2•Fi8RT0H,4M12646115 llocldterephthalate PolrombyMnepolyphenyl !imamate 15.40% CH2(061144009115404 6422462 9016874 101.68-8 M 64 2,1,0 X Combustible Mu4a010W40 PetroleumDhtOates Mineral01 Aay6cCoporym47 64742i5-0 8012-961 6817140.6 M GA 1,1,0 X Combustible PremalubeFGA110188651 White Mineral 0160100% AluminumBenmatel•l3% Dlwdlum sebamte 1.5% Gl erolMonooleate1.5% 8041-07-5 81980649 17165.14-4 25496-724 M 6A 14,0 Combustible Shell Tellus 52 M 61107145_ {ntarchoieablsbxrv4msltybaseoll0.90% NoCASAPrm4tled M GA 0,10 % Combustible Clavus016167029 Ref iteration 05 NoCASAPrwlded M GA 0,1,0 X CambustbI Seamer OH 150P 340315 W49eMlnea101165-8S% 801247.5 M GA 1,10 % Camos4e;QxMrer Amu -Tab SICeIdumHypo !rite Tablets59421 CaldumHypochlo4tes65% CalciumChbrate 2% Calcium Carbonate cl% Clem Hydroxide <2% 777654.3 10137443 471.341 13054924 M 7 l8 k % TabW,bllBu-0al Flammable Sight Sawn ArrtFFo9Formula 5576 Isopropyl Alcohol 31% Silicones 67634 No Cas AProvied GA NoNFPA dlamondm SOS % Md>mmd Wilma tnmosNe Advanf15330 Sodium Hydroxide5.10% 131073.2 M 0 GA 3,0,0 Flammable 7I0I6 Gw msar ORIGINAL. Hand SanklIB Isopropeno170% 67.63.0 M 0 GA 0,3,0 % delIRGPOWT REQUIRED TO P4OP1RIYCIABBIFyl77r.» IA or Nannadellquldl Gorasva AC•SS5 NhrkAod306096 Phosphlric Add 1.5% 76967.1 7654362 M 0 W 3,0,0 Combustible CO234 Dlpropyleneglyoolmethyl ethr1.5% 1•meth •2•pnopanal1.5% 3459094.8 107.98-2 M 0 GA E,1,0 K Com:mire Soil.Oy0 Poly5.10% Butoayethaeoll% trlsodium phosphate 1.5% 9403-30.5 111.761 7601.549 M 0 GA 3,0,0 K . "'. Non-Narardous Famu4aEWA•P M . u,•„ GA 1,0,0 WED FOR CorosNe Sen•Wash PhntparhAod3050% 7664.362 M a GA 3.Dd X Corroslve;Tcodc Roulet(Mat {%doryldimeth3iemmmdumtaMaatal.5% Olderyld6r thylarcarro+t' b7.5% me f anoi.1-1% 14878Bd60 146511.65-1 67.561 M D GA 3,0,0 X X C $ DE OMPLIANCE ` �VED flammable Isopropyl Alcohol ] 4no7'418koho1100% bl•6}0 1 4 GA 2,3,0 4 A'� CormsNe;T4xIK Oxldier Synegy ~ Sulfuric Acid10-30% Hydagenpono de10.7% Secondary Wbanesulphooates5-10%, 7664.93-9 7711•B41 5324845 M 0 GA 3p] X X Corrosive Liquid Caustic30% SodumHydroxfde2541% 131073.2 M 0 GA 3,0,1 X Corrosive liquid Caustic50% Sodium Hydmdde4651% 131673.2 M 0 G4 3,0,1 X 4 ( 2 ' Zuaf41 Non+ranardous Lub-Rite Oleic Acid MTh PotaulumHydroxide <2% Isopmpanol 1.534 Propylene Gym' 1-5% 112.80.1 1310563 67.63-0 S7.5Sfi M 0 6A 2,Op Tukwila G DIVISION JJJ ! Comosva Xy-11 S dumNypacAbdtA84% 7681•S2.9 M 0 GA 3�30•f C Wa Water reactive Pdndpal SmdiumHydradde15% 13107}1 M 0 GA 3,0,0 X BU i Corrosive Enforce1P Sodium hydroxide 5-10% 131672.7 M 0 GA 3,0,0 % ConosNe UR Outaryelhanol3 i Potassium Hydroxide4$ Tet apmass w % oplasphah I•S9f NI Pbot21004 Sodlum Rylme SiNonate 14% SOdWmMetas6kato1.0% 111.76-2 131048-3 732P34 S 394M•70.5 130042.7 MO34.92.0 M 0 GA 3,00 X Fammabk Aprk t1404000 EtkylAkoho145396 64.17.5 M 20 GA 1,3,R 0 20 Camsive 81esk{her�1410Y00 EdglAkptiol 64.17.5 M 0 GA 2,1,0 0 X Coro0e 430emeFmetola1419d00 Phosp9rod0Asd1S% 7M64382 M GA 3,10 0 X Na•Hazardous Ca amelCobr1 I 64.17.5 M 0 GA 120 0 NarMatardous CherryFavor1401t0 Eth Akahol 6417.E M 0 GA 1,1,0 0 NomHamrdous CitnIsX241S4R2 Ethy1Aicahol 6417.5 M GA 1,1,0 0 famma0e EawnutColaFlavor410501 Ethyl Wcoh0157,31d 64.17.5 M GA 1,3,0 0 X 00mlms0ble tda3419305 EdrylAkahal 64.17.5 M 0 GA 1,1,4 0 0 sAS 7U0160A3 zro Cazoshee ColaAddulant3444800 osPhoHcAddc62% EthylAk�a 1Mb4382 6417•s M 0 GA 3,1,0 0 8 Flammable Crime1422000 INecery) 491 ill Butt' ate<S% OObutyrtAcid c11E Rum Ether41% NoC866 Av I0ble M 10 GA 1,3,0 0 10 Flammable Cubanaflauor410500 61h MrohoI$0.6% 64.17. M GA 1,3,0 0 X Diet Co7a241OS01 EthylAkand 64.1T•S M 0 GA 1,10 0 Cnmbudbe 0000o tBee 13d0500 EtMAAcohoISS% EthyiPOpomteA3% 6417.5 NaCASPAva6aNe M 20 GA 1,30 0 20 110CFIavo 142X10 NA M 0 GA 1,1,0 0 Corrosive Dr, Audalant 1425000 Phospho kAdd AS% Ethyl Alcohol 166438 Y 64 4 M 0 GA 3,1,0 0 X Nammablc Ginger Al ElhylAk0ol52,% 64.17.5 M 10 GA 1,3,0 0 10 Corrosive �AboHaza Grape1429300 EthylAoetete Acetk7xdWadal 6oCASAgvaeabk M 0 GA 1,1,0 0 X us 130, fr 06243010Y E4lrr",A9cohcl 6t17.5 M n. GA 1,1,0 Flammable Xeytime432001 Ethy1Akohalc45,6% 6411•S M 30 GA 130 0 30 Flammable XhdSan3221 dai4 IAI E co44k453% 6417.5 M GA 1,3,0 0 X flammable KM Sta 43230D Et IAlcoholc 6,9% 6417.5 M 30 GA 1 ,0 0 30 Flammabb McWoPomeb1437015 EthylAkoho030% 64.11.5 M GA 1,30 0 X COmbUSOble MoanM0tFlavo 143T02S Ethy4Akah01 6417-5 M 0 GA 9,10 0 X sU3RP01RTU01604$ 233 Combostibb Mute Pei no1 437030 E, I81CO4& 64.17•S M GA 1,YA 0 X fimnmabie Nas.Ta%eloe4a40r7169S6 Ethpi10hol43.60% 6417.5 M 25 GA NoNFPA d404004as S05 0 2S a040041 46WIm0T0 vaOPEay4ASSWYIKP4s u M armFAmmu uq�di Fiammahle Nat,Cmnberry4asberry703970 PmpykmeotycoIS40% EMy9Alcoh013,S-20% S7•S56 6417•S M 75 GA 1,3,0 0 75 flatmnapie Nac13m01emaAflavwEXtmot 110504 EtNy9Ak�wi 04U•5 M 60 GA NONFPA dVamondon S05 0 60 M0441RF6a4AtN40430 192e 70PAoPENMXU SfY(W<7SP �tiNRP01N1H0TP�N0EOn E. , of 80i' adN -,ta Flarnnablo Nko06vtract2421,000 Ethy3Akdro947% 64.17.5 M GA 1,30 0 X 440fl- 00doco 0ra0Re3430225 E6 OJcohol 64.11.5 M 0 GA 1,1,0 0 NOm4406406s 411 i 204430102 ftlry1Akol9W 04.17�9 M 0 GA 1,10 0 N0n•HazaMOtH _ P4149an fz1R 1440400 Ethy0Akah01 0417•S M GA 112,0 0 '' " y " `a CombcotMe FineappleFlavor2 441733 Ethy0Akohol� 6417•S M 5 GA 1,2,0 0 5 REdJEU D j� FOR Combcotihle Phtea,, . , _.2441303 15 M 5 GA 1,20 0 S flamrnabe tiun e1440300 EthylAwho <35% 6411.5 M 10 GA 1,3,R 0 10 fit$ IV 11 ' 1 , F ramable &0sbmryCrbne144220G Eth4Al who501116 6417-5 M 10 GA 1,3,0 0 10 Corrosive Red 6401443300 14 I 6417•S M 0 GA 1,1,0 0 X 6 APPROVED Hammable Root8eer14641 Ethyl4kahol3096 6A•17.5 M 90 GA 1,3,0 0 90 Root Beer TS 0 1,60 0 Xbn-Hazardous SO crMoF1avar1446066 •T5 M GA 1,1,0 0 too-40za dour raw 144M930 35 M GA 0,0,0 0 W Nar Harardcus StravAse y34d72� 45 M 0 40. 0 0 Combusdble TH1Pua41446900 Ethyllrohd.OM% 6417-5 M 75 GA 1,2,0 0 15 Wammable Van6la Eth Alcoholc30% f,4"1T.5 M S GA 1,3A 0 5 1103 0 0 696 299 30S 0 0 0 R 0 , taw, of T1}�la BUILDING DIVISION /NI SHUTLER 1.111.1 CONSULTING Env ENGINEERS, Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425) 450-4075 FAX (425) 450-4076 JOB SHASTA TI SHEET NO. COVER OF CALCULATED BY AH CHECKED BY JH SCALE JOB NUMBER 10-23.04 DATE 5/6/2019 DATE STRUCTURAL CALCULATIONS FOR: HAZMAT FOUNDATION SHASTA TI 1227 ANDOVER PARKWAY EAST TUKWILA, WASHINGTON DESIGN CRITERIA: CODE INTERNATIONAL BUILDING CODE 2015 • 25 PSF SNOW LOAD 125 PSF LIVE LOAD 110 MPH ZONE, EXPOSURE '13' ROOF LIVE LOAD STORAGE LOAD WIND LOAD SEISMIC DESIGN INFORMATION: Ss = 143.2% Sds = 0.955 Si = 53.4% Sdl = 0.534 SEISMIC DESIGN CATEGORY `D' <EVIEVVED FOR .,ODE COMPLIANCE P PROVE D MAY 28 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA .1:21`t 4 2019 PERMIT CENTER —_ SHUTLER _11- CONSULTING __11111 ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB Sf-STD r T - tirrVMT I)N SHEET NO. 5 - CALCULATED BY I rT DATE wit IR OF SCALE S a"'" 111111111121111131 • MEM • MI Ili MEI ao�� 1227 Andover Park E, Tukwila, WA 98188, USA Latitude, Longitude: 47.4431036, -122.25226190000001 Gbodval TukvV:ila , 1 'Seattle Chocolate Sewing.81 Creative Center Date Design Code Reference Document Risk Category Site Class Type Value Description ss Si SMS SM1 SIDS Shasta Beverages 1.432 MCER ground motion. (for 0.2 second period) 0.534 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 SD1 0.534 Numeric seismic design value at 1.0 second SA Type Value Description SDC Fa Fv. PGA FPGA PGAM D Seismic design category 1 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 TL 6 Long -period transition period in seconds SsRT 1.432 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.509 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 3.117 Factored deterministic acceleration value. (0.2 second) S1RT 0.534 Probabilistic risk -targeted ground motion. (1.0 second) S1UH 0.573 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 0.996 Factored deterministic acceleration value. (1.0 second) PGAd 1.119 Factored deterministic acceleration value. (Peak Ground Acceleration) 0.949 Mapped value of the risk coefficient at short periods 5/6/2019, 3:58:16 PM ASCE7-10 D - Stiff Soil OSHPD -Pro Desk at The. homP:DePOI4 Map data ©2019 Google -3 SINIPSON Strong -Tie Anchor Designer TM Software Version 2.5.6582.6 Company: Date: 5/6/2019 Engineer: Page: 1/4 Project: Address: Phone: E-mail: 1.Prolett information Customer company: Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-14 Units: Imperial units Anchor Information: Anchor type: Bonded anchor Material: F1554 Grade 36 Diameter (inch): 0.625 Effective Embedment depth, her (inch): 5.000 Code report: ICC-ES ESR-2508 Anchor category: - Anchor ductility: Yes hmin (inch): 8.13 c. (inch): 6.85 C,nin (inch): 1.75 Smin (inch): 3.00 Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: not set Seismic design: Yes Anchors subjected to sustained tension: No Ductility section for tension: 17.2.3.4.2 not applicable Ductility section for shear: 17.2.3.5.2 not applicable Do factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No <Figure 1> Project description: Location: Fastening description: Base Material Concrete: Normal -weight Concrete thickness, h (Inch): 12.00 State: Cracked Compressive strength, fe (psi): 3500 9'av: 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Reinforcement provided at comers: No Ignore concrete breakout in tension: No Ignore concrete breakout in shear: No Hole condition: Dry concrete Inspection: Continuous Temperature range, Short/Long: 150/110°F Ignore 6do requirement: Not applicable Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 3.00 x 3.00 x 0.50 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5958 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax 925.847.3871 www.strongtie.com SIMPSON S ong-Tie Anchor Designer TM Software Version 2.5.6582.6 Company: Date: 5/6/2019 Engineer: Page: 2/4 Project: Address: Phone: E-mail: <Figure 2> Recommended Anchor Anchor Name: SET-XP® - SET-XP w/ 5/80 F1554 Gr. 36 Code Report: ICC-ES ESR-2508 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc, 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com S- 5 SIMPSON Strong -Tie Anchor Designer TM Software Version 2.5.6582.6 Company: Date: 5/6/2019 Engineer: Page: 3/4 Project: Address: Phone: E-mail: 3. Resulting Anchor Forces Anchor Tension load, N. (Ib) Shear load x, V. (lb) Shear load y, V. (Ib) Shear load combined, ,i(V.)2+(V.)2 (lb) 1 0.0 1500.0 0.0 1500.0 Sum 0.0 1500.0 0.0 Maximum concrete compression strain (%o): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (lb): 0 Resultant compression force (Ib): 0 Eccentricity of resultant tension forces in x-axis, e'N. (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'vx (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 8. Steel Strength of Anchor in Shear (Sec. 17.5.1) Vsa (Ib) Ogrout 0 IXV,sets OgrOotaVoseMOVsa (Ib) 7865 1.0 0.65 0,68 3476 <Figure 3> 1500.0 9. Concrete Breakout Strength of Anchor in Shear (Sec. 17.5.2) Shear perpendicular to edge in x-direction: Vbx = Mini7(1e/ dar'21,1da/taqfcCall'5; 92o4fcCol1'51 (Eq. 17.5.2.2a & Eq. 17.5.2.2b) I. (in) da (in) ,.a fc (psi) ca, (in) Vbx (lb) 5.00 0.625 1.00 3500 6.00 7293 hVcbx =0 (Av./Av..)Tedt/T.v4uhyVbx (Sec. 17.3.1 & Eq. 17.5.2.1a) Avc (in2) Avco (in2) Ted,V Suc,V gin,V Vbx (lb) 162.00 162.00 1.000 1.000 1.000 7293 0.70 051Vct(Ib) o5. 10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.5.3) OV.p = 0 minikpN. ; k.pNal = 0 Minikcp(AlVa / ANO)Wed,Na 5Np,NaNba ; kcp(ANS ANco)Ted,N Vic,N Tcp,NNbl (Sec. 17.3.1 & Eq. 17.5.3.1a) kap ANo (in2) ANxQ (in2) Ted,IVe giop,Na Noe (Ib) Na (lb) 2.0 148.91 150.57 0.993 1.000 4271 4196 ANC (in2) ANco (in2) 202.50 225.00 Ted,N Vic,N Tcp,N Nb (Ib) Nob (lb) 0 OVcp (lb) 0.940 1.000 1.000 9503 8040 0.70 5874 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 5- SIMPSON Strong -Tie Anchor Designer TM Software Version 2.5.6582.6 Company: Date: 5/6/2019 Engineer: Page: 4/4 Project: Address: Phone: E-mail: 11. Results 11. Interaction of Tensile and Shear Forces (Sec, 0.71? Shear Factored Load, V (Ib) Design Strength, aVn (lb) Ratio Status Steel 1500 T Concrete breakout x+ 1500 Pryout 1500 3476 5105 5874 0.43 0.29 0.26 SET-XP wl 5/80 F1554 Gr. 36 with hef = 5.000 inch meets the selected design criteria. Pass (Governs) Pass Pass 12. Warnings - When cracked concrete is selected, concrete compressive strength used in concrete breakout strength in tension, adhesive strength in tension and concrete pryout strength in shear for SET-XP adhesive anchor is limited to 2,500 psi per ICC-ES ESR-2508 Section 5.3. - Minimum spacing and edge distance requirement of 6da per ACI 318 Sections 17.7.1 and 17.7.2 for torqued cast -in -place anchor is waived per designer option. - Per designer input, the tensile component of the strength -level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor tensile force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.2.3.4.2 for tension need not be satisfied — designer to verify. - Per designer input, the shear component of the strength -level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor shear force associated with the same load combination. Therefore the ductility requirements of ACI 316 17.2.3.5.2 for shear need not be satisfied — designer to verify. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com __ SHUTLER 111...11 CONSULTING -IMM ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB RS`1 - -n --PctiW T SHEET NO. ((��I CALCULATED BY r'C 4. DATE 5/6/11 SCALE OF mom= 11111 11111111111111 Enumum mon_ mi 111111 III II mom= IN EN 11.11111111111111 1 ipmmomi ilimouppi 1111Pollik 03 .. • Fb May 14, 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 New Exterior Haz Mat Storage and Inside Storage Dear Mr. Hight, RECEivED CITY OF TUKWIL MAY 1 2019 RMT CENTEP As the Design Professional In Responsible Charge, I have reviewed the attached permit submittal, drawings and calculations for the new exterior haz mat storage containers and inside storage areas The fire department has already reviewed the containers with Shasta as well as the inside storage areas and quantities. I believe these are adequate for permit submission and initial review. Please accept for permit review. Sincerely, David Kehle 015 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com PERMIT COON) COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0155 DATE: 05/15/19 PROJECT NAME: SHASTA BEVERAGE, INC - HAZMAT FOUNDATION SITE ADDRESS: 1227 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: ft, Imo Building Division btik s•--)111 Public Works Fire Prevention Structural \[6\ ttl? Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/16/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 06/13/19 Approved with Conditions Corrections Required Denied (ie: Zoning Issues) (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg E] Fire D Ping PW Staff Initials: 12/18/2013 z CITY Or' TUKWILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukolanPci.tukwila.wa.us Permit Center/Building Divisio206431-3670 PublieWOrks Department 206, 433-9179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRACTOR MG RATION STATE OF WASHINGTON) ) ss. COUNTY OF KING \ irs6P<1D .21) [please print name] , states as follows: :ITNO:— Oo(Py oo” 0 I/2 - 0131 .01q O i 1. I have made application for a permit from the City ofTukwila, 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 18.27.090 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 1.8.27.090. 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 l\ , 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 might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. Owner/Owner's Agent* .7::• otlE A „osu 1,1 0 Tdi 14. Signed,and sworn to before me this i...... CA 1 .0 , ----) day of '.- .i ) 1 C (, . of 9 --, -4.4., ./..z..... / -.4 "ri 6..... ..... .2".4.," 0. 4114;Rat. 472' N-1477 a,e'Z'Cf.,C. 41 WASN Y PUBLIC in and for the State of Washington I t‘vmvs.v. / 010 Residing at Name as commissioned: My commission expires: , County /i 0_)/a as-d- PROJECT 5T,4TI&T1G5: 5UILDING CODE: 2015 IBC ZONING: TUC CONSTRUCTION TYPE: 111 5 E5FR 5f=RINKLER OCCf'ANCY GROUP: FI,51,5 TOTAL 5LDG AREA: 101049 SF EX. OFFICE (5) 31311 6F EX. FACTORY (FI) 104,332 5F AREA OF NEW OFFICE: XXXXX 5r F`A50<1NG: 51 (No CHANGES) PLANNING APPROVED - No changes can be madato 111im plans without approval from ft Planning Division d DOD Approved By. 2navj',S LEGAL1DE5GFIf=T0N'. L!=O- VALVE FOR OF GRIC)LINE I IN NE 1/4 OF SECTION 35-23-04- 5EGIN NE CORNER OF GRIE)LINE 1 SEWER MANHOLE A THEN N 61-44-08 W ALINIG N LINE OF GRIDLINE I 44'BA8 FT THEN 5 01-51-39 W 458.81 FT 23.52 PE'N - 16.49 THEN N 1313-06-21 LU 30 FT TO Tf-05, THEN 01-51-31 W 411 FT THEN N 55-05-21 UJ 410 FT THEN 12* PIPE S:6.53 N 01-51-31� E 411 FT THEN' 5 85-05-21 E 41OFT TO TF105 8, PIPE E , 6M 8* PIPE W . 16M (PIPES FC OR D.I.) TAX PARCEL N215EIR LIGHT d-SOX FIRE �Z HYDRANT VALVE 352304SO12 SCOPE OF WORK 0 TO CONSTRUCT TWO NEW OUTSIDE 2 HOUR HAZ. MAT. STORGE CONTAINTERS ON NEW CONCRETE SLABS. REMOVE EXISTING LANDSCAPE IN ISLAND AND REPLACE WITH ROCKS (NON COMBUSTABLE) VALVE -EX. SEWER MANHOLE A RIM - 25.39 1 2 PIPE N 18.116 12: PIPE S 18.20 8: PIPE E 18.20 a PIPE W = 18.20 (PIPES PVC OR D.I.) FIRE HYDRANT SEWER MANHOLE A RDA 39 11 2' PIPE N 18.16 le PIPE S = 18.20 8* PIPE E = 1820 8* PIPE W = 1820 (PIPES PVC OR D.L) OVERALL SITE PLAN NORTH SCALE: 1' = 20' SITE 41DIDIRE65 1221 4N1D0VEfR I=AF,<UJ,4T- E,46T OWNER 5H,45TA 5F:VEfR,4G;E ING 1227 4NE)OVER f=AfR<W,4�' E,46T TU<WILA, WA e0100 STRUCTURAL FOR FOOTINGS SHUTLER CONSULTING ENGINEERS 12503 BEL-RED ROAD BELLEVUE, WA 98005 ml"� 1, NO CHANCES TO EXISTING SITE Z. NO CHANGES TO EXISTING PARKING OR PAVING 3, NO CHANGES TO BUILDING ENVELOPE 4, NO CHANCES TO EXISTING LIGHTING SEPARATE SEPARATE PERMIT REQUIRED FOR: Gy Mechanical [;I/Electdcal GIrl Plumbing Lei Piping City of Tukwila DIVISION 111 0) CIA 0) 00 Go Mw Qz_ 3: jr <V) :k z 3:_ oul co CAI)ocuments and Setdnlgs\All UsersXDocumentMCAD\2019\1 901 Shasta\HAZ MA"TASite plan.dwg, 11:33'.45 AM ADJ HYDRANT NO CHANGES TWO 20'XS'-&" CONTEKPRO 2 HOUR RATED HAZ CONTAINERS ON NEW FOOTINGS. REMOVE EXISTING PLANTS AND FILL WITH 1. OUTDOOR STORAGE CONTAINERS ARE 2 HOUR RATED BY CONTEKPRO, SEE SHOP DRAWING 2. EXEMPT AMOUNTS IN OUTSIDE STORAGE HEALTH RISK: CORROSIVES - 2,000 GAL PHYSICAL HAZARDOUS: OXIDIZERS= 10 GALLONS TYPE 3 250 GALLONS TYPE 2 TYPE 1 NOT LIMITED PER CONTROL AREA: PHYSICAL HAZARDOUS OXIDIZERS TYPE 3 10 GALLONS PLUS 10091, SPRINKLERS OXIDIXERS TYPE 2-25.0 GALLONS PLUS 100% SPRINKLERS OXIDIZERS I NOT LIMITED WITH SPRINKLERS COMBUSTIBLE LQUIDS 11- 120 GALLONS X 1009. SPRINKLERS COMBUSTIBLE LIQUID ILIA=330 GALX100% SPRINKLERS COMBUSTIBLE *LIQUID 1118= 13,200 GALLONS X100% SPRINKLERS FLAMMABLE LIQUIDS 1A-30 GALLONS X 1009. SPRINKLERS FLAMMABLE LIQUIDS 18,1C= 120 GALLONSX1999- SPRINKLERS WHEN STORED IN CONTAINERS, SAME AMOUNTS AS ABOVE CONTAINERS TO HAVE SELF CLOSING DOORS AND LATCHING PER IFC 5005ZIo.1 #24 TABLETS EX. RAILROAD SPUR EX. PROPERTY LINE EX. FENCING NO CHANGE FIRE DEPT ACCESS uununn ' . 9 U i w � a m r m p w Z w w w w a = a i 0 0 0 d E 0 0 o N � NN������ N h O/ tp Go 00 N ^� 0 0 �N QQ Z�" .Ni.i m W 00 t� I— X_� 04 MAW o m mecc 4'XI2' FLOOR FLAMMABLI I w cc O EXEMPT,AMOUI w #� A 05 F RLjT j 24 FLOR GOtOSIV) ( I ON M� A13 NE j STO EXEMPT I4h10Ul j i_ E- C) Ir' I E 3 1 J W CAI 1,INK FENCE I NC 'SURE --j- -i- ( ppi- I w W REVIEWEDFOR Q #5 & #6 CODE COMPLIANCE APPROVED P. AREA A OF - MAY 2 8 2019 Cify of TukmdIa BUILDING DIVISION Z I—L-I _____ _ __ __ _ _ __ -----------------. H UD L RECEIVED OVERALL FLOOR FLA-4 �� �,� CITY OFTUKWILA MAY 1 2019 ilfi PEF?'i'. SCALE: P = 20' C:1Documents and SetBngsWll Users\D0cuments\CAD12019\1901 Shasta\HAZ MAMoverall floor plan two' .. _.... _.. _._ _. __.._. i _._.. ( ( HAZARDOUS MATERIALS STORAGE CONTAINER (BY OTHERS) (.. PROVIDE WASHER LARGE ENOUGH TO ENSURE I ANCHORAGE LOCATION ADEQUATE CONTACT BY CONTAINER MFR. (Y4" THICKNESS) i (4 LOCATIONS) mw 5 VIII—III— -III II" SURROUNDING ASPHALT, %"4 THREADED ROD (ELEVATION VARIES) EPDXIED INTO SLAB (EMBED 5') SECTION A-1.0 SCALE:-/4"=l'-O" -ON FOUNDATION PLAN NOTES: 9) TOP OF FINISHED FLOOR AT ELEVATION 30.0' IS REFERENCE DATUM O'-O" . 2) CONTRACTOR TO VERIFY ALL DIMENSION AND CONDITIONS IN FIELD AND NOTIFY ENGINEER AND ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION GENERAL NOTES j CODEE INTERNATIONAL EXISTING BUILDING CODE, 2015 EDITION BUILDING RISK CATEGORY = IT LIVE LOADS: UNIFORM LOADS: - LOCATION LIVE LOAD REDUCIBLE STORAGE IN CONTAINER 125 PST NO ROOF 25 PST (SNOW) NO WINDIDESIGN INFORMATION: WIND',LOADS ON THE MAIN WIND -FORCE RESISTING SYSTEM (MWFRS) WAS DETERMINED USING THE ENVELOPE PROCEDURE. WiNDISPEED (BASED ON TABLE 1609.3.1 OF IBC 2015): VW, = 110 MPH V�d = 85 MPH EXPOSURE"B"- X= 1.0. Kk=1.00- SEISMIC DESIGN INFORMATION: SEISMIC FORCE RESISTING SYSTEM IS RIGID STEEL STRUCTURE. THE STRUCTURE WAS ANALYZED USING THE EQUIVALENT LATERAL FORCE PROCEDURE. R 15 0D=2.0 SS 1432/ SDS=.955 S, 53i4/ SDI= .534 1E 1.0 SITE SOIL CLASS E SEISMIC DESIGN CATEGORY=D CONCIRETE: ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 145 POUNDS PER CUBIC FOOT. 28 DAY COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS: CONSTRUCTION fc EXPOSURE MAX W/C AIR CLASS RATIO CONTENT EXERIOR SLAB 3,500 PSI Fl, SO, WO, Cl 0.55 5% FOR EXPOSURE CATEGORY AND CLASS SEE ACI 318-14 TABLE 19.3.1.1. REQUIREMENTS FOR CONCRETE MIX BASED ON ON EXPOSURE CLASS SEE ACI 318-14 TABLE 19.3.2.1. REQUIREMENTS FOR AIR ENTRAINMENT BASED ON EXPOSURE CLASS SEE ACI 318-14 TABLE 19.3.3.1 CONCRETE IN ALL EXTERIOR SLABS TO BE AIR ENTRAINED 6%PLUS OR MINUS 1%. CONCRETE SUBMITTALS SHALL CONFORM TO ACI 318 CHAPTER 26. MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE IBC AND ACI CODE 318. PROPORTION OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX, WITH A MAXIMUM SLUMP OF 5 INCHES, WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. ANCHORAGE TO CONCRETE: EPDXY FOR FASTENING ANCHOR BOLTS AND REBAR INTO EXISTING CONCRETE TO BE SIMPSON SET-XP EPDXY ADHESIVE AS MANUFACTURED BY SI TSON STRONG -TIE COMPANY, INC. SPECIAL INSPECTION AND INSTALLATION PER ICC-ES REPORT ESR-2508. ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER ANCHORAGE SUBSTITUTION REQUESTS REQUIRE ADDITIONAL ENGINEERING SERVICES. NEW ANCHOR INSTALLATIONS SHALL BE INSPECTED ON A PERIODIC BASIS BY A THIRD PARTY, REPORTS PER SPECIAL INSPECTION SECTION OF THE GENERAL NOTES. REINFORCING STEEL: ALL REINFORCEMENT SHALL CONFORM TO ASTM A615. ALL REINFORCING SHALL BE GRADE 60 (Fy = 6O,000 psi; Fs = 32,000 psi). LAP CONTINUOUS REINFORCING BARS IN CONCRETE AS INDICATED BELOW. DETAIL STEEL IN ACCORDANCE WITH THE ACI MANUAL OF STANDARD. PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES. MINIMUM LAP SPLICE LENGTHS FOR CONCRETE BAR SIZE fc=3500 #4 26' #5 33' #6 40" THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT(UNLESS INDICATED OTHERWISE ON DRAWINGS): A) CONCRETE CAST AGAINST"& PERMANENTLY EXPOSED TO EARTH.............................................................................:....A" EARTH FACE B) CONCRETE EXPOSED TO EARTH OR WEATHER (CAST IN FORMS) #6 THROUGH #18 BARS ............. ................................... ...:.....2'. #5 BARS & SMALLER.,-, ......................... .............. STRUCTURAL STEEL: 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. STEEL TO BE USED IN EXTERIOR, UNPROTECTED APPLICATIONS SHALL BE GALVANIZED OR STAINLESS STEEL 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, SHUTTER 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. 30B SITE VISITS BY THE ENGINEER DO NOT CONS17UTE AN OFFICIAL INSPECTION. 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 THEM SCOPEIOF 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. EVIEWED FOR' JDE COMPLIANCE APPROVED MAY 282019 RECEIVED CITY OF TUKWILA C'1fy of Tukwila MAY 14 2019 BUILDING DIVISION PERMIT CENTER 0 .IO °o Or � a Faaf, W a N qk G m Q U Eh2 a 3 .63 w h K w a O F it m w LU GO Z I- CD W Z F- W `O ry Q F" �CoO-cD z cA W d0Lwuc=n o "G Q O Q Z Z !!�^^ Q Z N 'n L_ F_ 1 - Ur 06 U) vi Z 0 P U W U ENGINEER: AH CHECKED BY: JH DATE: 4-18-19 JOB No.: 10-23.04 SHEET No.: v 1 OF 1