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HomeMy WebLinkAboutPermit D17-0271 - DARWIN'S NATURAL PET PRODUCTS - STORAGE RACKSDARWIN'S NATURAL PET PRODUCTS 350 TRECK DR D17-0271 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0223400045 Permit Number: 350 TRECK DR Project Name: DARWIN'S NATURAL PET PRODUCTS Issue Date: Permit Expires On: D17-0271 10/25/2017 4/23/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: CASEYMAX LLC 350 TRECK DRIVE , TUKWILA, WA, 98188 BRAD HENDERSON 8825 184TH ST S , KENT, WA, 98031 DACO CORPORATION 8825 S 184 ST , KENT, WA, 98031 DACOC**012NC DARWIN'S NATURAL PET PRODUCTS 350 TRECK DR , TUKWILA, WA, 98188 Phone: (253) 569-1400 Phone: (425) 264-4823 Expiration Date: 4/20/2018 DESCRIPTION OF WORK: INSTALLATION OF 3 BAYS OF 3 DEEP PUSH BACK PALLET RACK CARTS. PRODUCT STORED ON RACK WILL BE NON - ENCAPSULATED CARDBOARD BOXES. Project Valuation: $6,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $375.93 Occupancy per IBC: S-2 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-466: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: fttj'i1 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. Date: -'j-1 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:. /�i�fD4.c�+�Ga�rtvL Print Name: Knot lir'rnkrSd- Date: fp —2S-4? This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. O C 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 10: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 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 is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 11: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 13: Maintain fire extinguisher coverage throughout. 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 14: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 22: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue spaces shall be maintained. 18: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 17: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 19: Clearance between ignition sources, such as light fixtures, heaters and flame -producing devices, and combustible materials shall be maintained in an approved manner. (IFC 305.1) 20: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one-hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13-16.1.4) 21: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.3.1) 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 4046 SI-EPDXY/EXP CONC 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. 1)0 Q.-7 f Project No. Date Application Accepted: 0- S -‘1 I Date Application Expires: 1- --S \( (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: 3SO Tre ck OP; tic_ Tenant Name: King Co Assessor's Tax No.: ,, / n Suite Number: Floor: Dete LtJ i w A cd$ � .t Pet ProgfutekNew Tenant: ❑ Yes ..No PROPERTY OWNER J Name: 5 „ad 1 AHA Name:1-1-Casey AA 0\ City: K. eai+ State:,A 1 '� Zipi0' N Address: Trete 0 rive. Email: Q I_ A nik.coc it P. Cam. City: TI) % w i k. State: w - ek Zip:cm ticl CONTACT PERSON - person receiving all project communication J Name: 5 „ad 1 AHA Address:pq is. tgAl44% s4, SotorN City: K. eai+ State:,A 1 '� Zipi0' N Phone:2 3 ,..s.0� _t 66Fax: Email: Q I_ A nik.coc it P. Cam. GENERAL CONTRACTOR INFORMATION Company Name: 0A d Gorr• p Address: �y z I sty" sob. # socA _ City: Vasv State: to; 1% Zip9ey03d T 665,03 Phone: yzS f 5.4''4 1 : "dri `� * Contr Reg No.:Dox A r`*012 Exp Date: l4 t _ i , L.Tukwila Business License No.: ry uS ,. O 7 T O H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - R -9-I I.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: _ _ I,, Dsi,9I#I ��w n . �► eee�':sa �. Engineer Name: rni K 01...„®.►411 Company Name: City:Gie„etak State: LA Zip: t 2.014 Phone: 143.2,4B 3g ax: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: _ _ I,, Dsi,9I#I ��w n . �► eee�':sa �. Engineer Name: rni K 01...„®.►411 Address:41e1.. oti.8 _ stii}it. +Zog City:Gie„etak State: LA Zip: t 2.014 Phone: 143.2,4B 3g ax: Email: rac cdesica 1 D a,w,G.,1. t »4 LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: I^ aryb Address:350 �t!`eG i- O lt.1142 City: -T-, +, ` la State: kik Zips; g1 g� Page 1 of4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 6c) Describe the scope of work (please provide detailed information): tin €:40111 Oc n o - 3 60,y5 o4 s deep pt'&' loack. p Pfd 5 ' `" A©vl rock IAA!! loe Maki -e Plca is ca d kezv'krs Existing Building Valuation: $ r .061) roc Will there be new rack storage? ❑ Yes El .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Squi re Footage Below 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 tbllowing: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 Applications \Permit Application Revised - 8-9-I l.docs Revised: August 2011 bh Page 2of4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per MC Type of Occupancy per IBC lu Floor 2'd Floor 3rd Floor Floors thru Basement Accessary 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 tbllowing: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 Applications \Permit Application Revised - 8-9-I l.docs Revised: August 2011 bh Page 2of4 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OwmTl OR RIZED GENT: Signature: Print Name: F3 rC2 c 14e -n Ye r, in Mailing Address: SgZS 1 p'i _ sc H:\Applications\Forns-Applicatims On Line1201 I Applications \Permit Application Revised - 8-9-1 I.doco Revised: August 2011 bh Date: Day Telephone: 2S3 -569- %''o0 Keo- v)4 9gv3/ City state Zip Page 4 of 4 Cash Register Receipt City of Tukwila Receipt Number RI 493 DESCRIPTIONS ACCOUNT 1 PermitTRAK QUANTITY PAID $375.93 ,. D17-0271 Address: 350 TRECK DR , Apn: 0223400045 $375.93 Credit Card Fee $10.95 Credit Card Fee R000.369.908.00.00 0.00 $10.95 DEVELOPMENT $354.38 PERMIT FEE R000.322.100.00.00 0.00 $212.05 PLAN CHECK FEE R000.345.830.00.00 0.00 $137.83 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE ' . • $10.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12493 R000.322.900.04,00 0.00 `' $10.60 $375.93 Date Paid: Thursday, October 05, 2017 Paid By: BRAD HENDERSON Pay Method: CREDIT CARD 01735G Printed: Thursday, October 05, 2017 11:07 AM 1 of 1 CSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. I. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431!-3670 Permit Inspection Request Line (206) 438-9350 Project: b4RVtJIN /ti` ?CT Type of Inspection: Address: 350 TRK DR, Date Called: Special Instructions: Date Wanted: a.m. Requester: BKA -D Phone No: 2679-/ 906 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: - a)t LSI �iC Inspector: Date: �/ ///i REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1 % —G2 PERMIT NUMBERS i1_en1 CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: W l $ Type of Inspection: (L h Address: Suite #:D‘r t r� Contact Person: Special Instructions: Loi N Phone No.: .0 ->`approved per applicable codes. Corrections required prior to approval. COMMENTS:v Date: (1 /14-11 9.-- Sprinklers: kpe Fire Alarm: Ve S Hood & Duct: Monitor: v4.- , Loi N Pre -Fire: Permits: Occupancy Type: f-'` (1-1`.--- r7 ,-‚L / yg--c !fl k Z I765 (04-2L& r et -201-L/ ( 6 c4. A .* Needs Shift Inspection: Date: (1 /14-11 9.-- Sprinklers: kpe Fire Alarm: Ve S Hood & Duct: Monitor: v4.- , Loi N Pre -Fire: Permits: Occupancy Type: A Inspector: (jt--YVt 54 Date: (1 /14-11 9.-- Hrs.: ,' $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 10/5/2017 + 00 to Maps Google Maps https://www.google.com/maps/@47.4541326,-122.2514703,234m/data=!3m 1 ! 1 e3 Imagery UO17 Google, Map data t i.2 CODE COMPLIANCE APPROVED OCT 2 4 2017 City of Tukwila BUILDING DIVISION 7 Goggle UnitEQ a.` t ai CITY OF TUKWILA OCT 05 2017 PERMIT CENTER D11-01/ 1/1 BY G. OHANIAN DATE 9-28-17 SUBJECT RAdK DEIN & ENC4INEERINGt do. 412 WEST BROADWAY, SUITE #204 CLENDALE, dA. 91204 TEL:(818)240-3810 E -SAIL: rackdepignl®gmail.com SHEET NO 1 JOB NO.. RD -19154 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: DARWIN'S NATURAL PET PRODUCTS 350 TRECK DRIVE TUKWILA, WA 98188 PER IBC 2015 SEC. 2209.1 ASCE 7-10 SEC. 15.5.3 RMI/ANSI/MH 1 6.1 :201 2 STORAGE RACKS CAPACITY: 1500 #/ PALLET CALCS. 1 THRU 4 DRAWINGS: RD -19154 EXPIRES 12-26-17 RECEIVED CITY OF TUKWILA OCT 0 5 2017 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED OCT 24 2017 City of Tukwila BUILDING P ! ! BY G. OHANIAN DATE 9-28-17 SUBJECT RACK DEIN & ENWNEERIN( CO. 412 WEOT BROADWAY, QUITE #204 dLENDALE, dA. 91204 TEL:(818)240-3810 E-MAIL: rackdeplignl®gmail.com SHEET NO. 2 JOB NO.. RD -19154 96" BEAM AT REAR COLUMN 1 =3 FRONT VIEW BEAM DESIGN Ix=5.13 b X Sx =1.65 t=o.o7 .FY =55 KSI. 2 3/4" l SIDE VIEW LOAD PER BEAM + 25% IMPACT LOAD (3.0 Kx.88)+(1.5 Kx.25) = M= 8z = 36 "K SR= 1.10<1.65 5xL4 A 384.Ix.E =.23"< 180 .53„ SEISMIC DESIGN V= R °� 4 xW IBC 2015 SEC. 2209.1 ASCE 7-10 SEC. 15.5.3, RMI/ANSI/MH 16.1:2012 S °S =0.96 (USGS WEB SITE, "SITE CLASS D") 1=1 NO PUBLIC ACCESS R=6 MOM. CONN. RMI 2.6 AND 2.6.3 R=4 BRACED W=D.L.+ 3 PRODUCT LOAD LOAD PER COL. = 2x1 .5K= 3.0 K P=.2DL+ (3.0KXO.75)=2.4K W=.2DL+ (3.0K x0.67)= 2.2 K PL V = .25K LONGIT. V = .38K TRANS. LONGIT. SEISMIC z D 0 U M 0 J CO 0 0 0 .25K 15.5K 15.5"K BY G. OHANIAN RAdK DEIN & EN(INEERIN( d0. DATE 9-28-17 SUBJECT 412 WET BROADWAY, SUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 E -SAIL: rackdeyignl®gmail.com SHEET NO 3 JOB NO. RD -19154 COLUMN DESIGN 3" x - t=.090" t=.090" COMBINED STRESS RATIO Pex= T2�)12 16.0 ax=i- C2cFeP = .73 1' Fy=55 KSI Ae=1 .67 I x=2.56 - x Se=1.7 rx=1.3 ry=1 .8 Oc=1.8 Qb=1.67 Cmx=.85 BASE PLATE ANCH. TENSION = .51 K ANCHOR SHEAR = .06 K KL= 126x1 .7= 165 rx 1.3 KL _ 44 ry 1.8 -24 Mn=Se.Fy= 94 Oc.P + Qb.Cmx.M = .60<1 Pn Mn.ax (4)-1/2"0 ANCHORS PER BASE PL., 3 1/4" EMB. SPECIAL INSPECTION IS REQUIRED 2 Fe=(KxE L)2= 1 D rx F r,=F y(.877)=09 x2 Pr,=Fn.Ae = 16.0K KSI ANCHORS LISTED BELOW ARE ACCEPTABLE FOR THIS PROJECT: HILTI KWIK BOLT -TZ ESR -1917, HILTI KWIK HUS -EZ SCREW ESR -3027 POWERS SD1 ESR -2818, POWERS SD2 ESR -2502, POWERS SCREW ESR -2526 SIMPSON STRONG BOLT 2 ESR -3037, SIMPSON TITEN HD SCREW ESR -2713 ITW RED HEAD ESR -2427 MOMENT AT BEAM CONNECTION .5x.09x1 x65=2.9 K BEARING CAPACITY OF COL. HOLE 7/16"0 RIVET A = .1 Fy = 79 KSI Pa = .1x79x.4 = 3 K Ma = (2.9 Kx6")+(2.0 Kx4") = 25.4"K 4 PIN CONN. CONN. MEND= .01 XWI 2= 2.9 "K SEISMIC M = 10.7 "K TOTAL Xc=-\/Fy/Fe = 2.26 Xc>1.5 BY G. OHANIAN RAdK DEOIC N & EN(INEERINd do. DATE .9-28-17 SUBJECT. 412 WET BROADWAY, SUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 E—SAIL: rackdepignl®gmail.com SHEET NO. 4 JOB NO. RD -19154 OVERTURNING MOT =.38 Kx4 x148"= 225 "K COL. MR = 2.4Kx4x74"= 710"K NO UPLIFT LOAD TO DIAGONAL P=.38Kx2 x 54 =.93K COL. 44 FY =55 KSI Ae=.26 rx =.48 L= 54" Pa= 2.9K CHECK WELDS Pn= (1_ .01 L)L.t.Fu = 3.9K f2= 2.55 —1-1P = 1.5Kx2 = 3.0K SIDES CHECK SLAB 2400 = 2.4 0' 1000 2.4x144=3450" 345=19" M= (;'2)2 x1000x x12=2344 "# S= 1\2x62/= 72 6 2344 = 33 <1.6 2500 =80 72 4x.38 K 2.4K 2.4K 2.4K 2.4K —;-1 Ir\ I x I I x L� \J L/ 44" 44" BOTH SIDES TYP> N 1/8171" 21/4„ t=.06" 0 a 0 I, 0 0 2.4 # 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL 9ERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0271 DATE: 10/05/17 PROJECT NAME: DARWIN'S NATURAL PET PRODUCTS SITE ADDRESS: 350 TRECK DR X Original Plan Submittal Response to Correction Letter # Revision # - `before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works El WC' Ibll� Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 10/10/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE:, 11/07/17 Approved Corrections Required C Approved with Conditions ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 DACO CORPORATION Home Espanol Contact Page 1 of 2 Search L&I A -Z index Help . My I..&I Safety & Health Claims & Insurance Workplace Rights Trades & Licensing 10 Washington State Department of Labor & Industries DACO CORPORATION Owner or tradesperson Principals KATONA, B KEVIN, PRESIDENT DUFFIELD, STEPHEN L, VICE PRESIDENT SHIELDS, EDWARD E, CHIEF EXECUTIVE OFFICER (End: 09/29/2005) Doing business as DACO CORPORATION WA UBI No. 601 946 293 8825 S. 184th St. KENT, WA 98031 425-264-4823 KING County Business type Corporation Governing persons STEPHEN DUFFIELD B KEVIN KATONA; JOHN ERIC ANDERSON; EDWARD E SHIELDS; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. DACOC**012NC Effective H expiration 09/10/19991— 04/20/2018 Bond DEVELOPERS SURETY & INDEM CO $12,000.00 Bond account no. 857388C Received by L&I Effective date 04/10/2002, 05/01/2002 Expiration date Until Canceled Insurance Ohio Security Ins Co $1,000,000.00 Policy no BKS57801184 Received by L&I. Effective date 04/28/2017 05/01/2017 Expiration date Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601946293&LIC=DACOC**012NC&SAW= 10/25/2017 DACO CORPORATION Insurance history O 05/01/2018 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. LSI Account ID Account is current. 976,312-00 Doing business as DACO CORPORATION Estimated workers reported Quarter 2 of Year 2017 "31 to 50 Workers" LAI account contact T5 / MELISSA VEST (360)902-5613 - Email: VESM235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors`rnot allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 3 Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601946293&LIC=DACOC* *012NC&SAW= 10/25/2017 SPRINKLER RISER J C, • 3 3 OFFICE • GARY JIM OFFICE OFFICE ELEC. UP UP exA. J. DN OFFICE LOCKERS V TOOL RM/ ELEC. 9£x45 9£x42 : VD. • V 9£x42 9£x42 : D PROP E CAB 31x39 V 8' WIDE X 0' HIGH 0 (1) AT GRADE OVERHEAD DOOR 9£xL£ BYO WV1U IR COMPRESSOR DES 24x, HIPPING/RECEIVING PREP 697 S.F. • m 1-1 TRIPLE SINK DUMPSTER (3) DOCK HIGI- OVERHEAD DOORS SANITIZE AREA 490 S.F. PRODU TION (40°F) 26 S.F. CUNN + ZL°94 8M iU4 0 yy i th iib) A A 8' WIDE X 10' HIGH n A vv I IVvv r I a s , 2—DEEP CART RACK I I —1.5 I (_ SLACKING FREZER 20W) I(B) I _ - — I 102 PALL S I- — DEEP CART RACK BAYS X 18 = 7 PALLETS I I A A A A 4 A A A V V V V V V • it A A V v 2—DEEP CART RACK I 4 BA Iig8 P°ITS FREC (,p f ) ( 147 PALLETS 3—DEEP CART RACK 5.5 BAYS X 18 = 99 PALLETS A A A 0 BATT. CH RG r �It Lil ro J i(3):1) ii 0a -ox z c�cn <>- QED CTD 8' WIDE X, 10' HIGH W W N na o -i N Q 0 LL RK 44x96 1 RK 44x96 iLix ev` PACKAGINGLi 12 PALLET 6 a • 3, DRY ICE 40x48 DRY ICE 40x48 q w J 0 (0 F) z J 0 LLI (n 2 74-C 0< °Q- J Oa EXISTING FACILITY LAYOUT M11/ SCALE: 1/8"=1'-0" m z 0 30 LEGEND EXISTING WALL/PANEL EXISTING WALL/PANEL TO BE REMOVED NEW WALL/PANEL FILE COPY Permit No. D11/0/-1 1 Plan review approval i3 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 acknowledged: By: 4A,112424k.___ Date: lb —7 S---17 City of Tukwila BUILDING DIVISION REVISIONS 1 No changes shall be made to the scope of work withot;t prior approval of Tukwila Buifctinp O'visir�n. NOTE: Revisions will require a r !„J plan submittal and may inside add tional pIE n raves fees ri 011 SEPARATE PERMIT REQUIRED FOR: ir_ %�'echanicai T Eloonoal ! Vti ':.mbtng !!l L.-3 Piping L T ,k^:Ia RECEIVED CITY OF TUKWILA OCT 0 5 2017 PERMIT CENTER GRAPHIC SCALE 4' 0' 4' 8' 12' 16' 20' 1 /8"=1'-0” COPYRIGHT 2015 PINNACLE CONSULTING GROUP, INC. THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE PINNACLE CONSULTING GROUP, INC. AND IS NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE PINNACLE CONSULTING GROUP, INC. o N M WIC 941° VIA t73 .°) *ftt' 000 W �M `/ I- 0� au to it I0 M PROJECT: EXISTING FACILITY LAYOUT H N�1 E-+ W x U1 REVISIONS NO. DATE TEM 0 05/13/15 07/22/15 03/31/17 ISSUED ISSUED ISSUED FOR REVIEW APPROVALS DRAFTER: SM CHECKED: CM APPROVED: MF REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 4 2011 City of Tukwila BUILDING DIVISION 3 SIDES 1/8 V BOTH COL. 1/4"O SAFETY LOCK (1000 # CAPACITY) CO 1/4'10 SAFETY LOCK (1000 # CAPACITY) i0 C6x6.7 FRONT BEAM C4x4.5 REAR BEAM INTERIOR BEAMS TYF'�C� 1!8 V BOTH SIDES TYP. DOUBLED COLUMN UP TO 132" (4)-1/2"0 ANCHOR BOLTS PER BASE PLATE 3 1/4" EMB., (SEE NOTE NO. 4) BASE PLATE DETAIL BRACING DETAIL 7/16"0 RIVET ASTM A576 -90B HOT—WROUGHT UNS G10100 GRADE C-1010 4 PIN CONNECTION (FRONT & REAR PUSH—BACK RAIL QTS �P Sad �p3�/ 3/ TAB WELDED TO RAIL RAIL BOLTED TO BEAM W/ 3/8"0 BOLT CHANNEL BEAM PUSH—BACK RAIL TAB WELDED TO RAIL fcJ RAIL BOLTED TO BEAM W/ 3/81'0 BOLT STEP BEAM ROW SPACER N C) 96" i0 N FRONT & REAR INTERIOR BEAMS C RAIL TO BEAM CONNECTION 44" 60" co 44" 1 BEAM AT REAR COLUMN 4 - r 06 TYP. N M DOUBLED COLUMN RECEIVED CITY OF TUKWILA OCT 0 5 2017 PERMIT CENTER 7/16"o RIVET ASTM A576 -90B HOT—WROUGHT UNS G10100 GRADE C-1010 4 PIN CONNECTION (INTERIOR BEAMS, NOTES: 1—DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE IBC 2015, ASCE/SEI 7-10, ACI 318-14, RMI/ANSI MH 16.1:2012 2—STEEL FOR ALL SHAPES FY=55 KSI. ASTM A1011 GR.55 (EXCEPT AS NOTED) 3—NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP OF THE APPROVED FABRICATOR #01464 (E70XX ELECTRODES) 4—ALL ANCHORS LISTED BELOW ARE ACCEPTABLE FOR THIS PROJECT: HILTI KWIK BOLT—TZ ESR -1917, HILTI KWIK HUS—EZ SCREW ESR -3027 POWERS SD1 ESR -2818, POWERS SD2 ESR -2502, POWERS SCREW ESR -2526 SIMPSON STRONG BOLT 2 ESR -3037, SIMPSON TITAN HD SCREW ESR -2713 ITW RED HEAD ESR -2427 SPECIAL INSPECTION IS REQUIRED 5—CONCRETE SLAB 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF 6—STORAGE RACK CAPACITY 1500 #/ PALLET 7—RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY OF THE RACK (1500 #/ PALLET) 8—STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF 1/2" IN 10'-0" OF HEIGHT 9—THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. 10—STORAGE RACK AREA NOT OPEN TO PUBLIC, EMPLOYEE vn- ,, D FOR CODE COMPLIANCE APPROVED OCT 2 4 2017 RACK DESIGN AND 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 SCALE: NONE DRAWN BY:.4X4 DATE: 9-28-17 PROJECT: FRONT VIEW SIDE VIEW EXPIRES 12-26-17 DARWIN'S NATURAL PET PRODUCTS 350 TRECK DRIVE, TUKWILA, WA 98188 TORAGE RACK DETAILS JNO.OB —119191 54 SHEET NO.