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HomeMy WebLinkAboutPermit D15-0089 - DARWIN'S NATURAL PET PRODUCTS - STORAGE RACKSDARWIN'S NATURAL PET PRODUCTS 350 TRECK DR D15-0089 City of Tukwila N' ` 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 Parcel No: 0223400045 Permit Number: D15-0089 Address: 350 TRECK DR Issue Date: 5/11/2015 Permit Expires On: 11/7/2015 Project Name: DARWIN'S NATURAL PET PRODUCTS Owner: Name: PANKRATZ HOLDINGS LLC Address: POBOX 58388, TUKWILA, WA, 98138 Contact Person: Name: MIKE SORENSON Phone: (206) 818-4488 Address: 1100 SW 7TH ST , RENTON, WA, 98057 Contractor: Name: NORTHWEST HANDLING SYSTEMS Phone: Address: 1100 SW 7 ST, RENTON, WA, 98055 License No: NORTHHS963ND Expiration Date: 10/9/2015 Lender: Name: DARWIN'S NATURAL PET PRODUCTS Address: 350 TRECK DR, TUKWILA, WA, 98188 DESCRIPTION OF WORK: SUPPLY AND INSTALL PUSH BACK, PALLET FLOW AND CARTON FLOW RACKING IN FREEZER. FREEZER SPRINKLER AND MECHANICAL WORK UNDER OTHER PERMITS. SEE ATTACHED ENGINEERING, SUPPLEMNET AND DRAWING FOR MATERIALS INFORMATION, LOCATION INFORMATION COMMDITIES ETC... Project Valuation: $30,000.00 Fees Collected: $1,155.24 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: Occupancy per IBC: F-2 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 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 C 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: e Date: Print Nz This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 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. 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: 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) 11: 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) 12: 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) 14: Maintain fire extinguisher coverage throughout. 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 15: 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). 18: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 19: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 20: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 22: 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) 23: 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) 24: 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) 25: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue spaces shall be maintained. 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: 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 SITE LOCATION Site Tem Building Permit No. ! )L Project No. tt Date Application Accepted: LA� —J 6YIL Date Application Expires: 1 � use 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* PROPERTY OWNER Name: CC, S P, �� C Address: 35 0 r.e < 'U�- I v e City: State: ip: t4kwj �A 819q CONTACT PERSON — person receiving all project communication Name: Address: / I lgo City: r Vt State-bVA Zip?80Y Phone: f ` p• I /�g g Fax:l/ Email: MSOree l San e) w h S • co GENERAL CONTRACTOR INFORMATION Company Name:varjyl z.5i n / Address: // 00 S W. 70 SX 4 ��C City: Re „_ / State: k,�e Zip:G��� Phone:1las-2�JS'03'00 Fax.�aS-aag- 6 Yo Contr Reg No. Nd,A a7�- xp Date: �D Tukwila Business License No.:, V : M King Co Assessor's Tax Number: j Floor: New Tenant: ❑ .....Yes V[]�..No CHITECT OF RECORD Co Name: Architect Nam . Address - City: Zip: Phone: Fax: Em'. C ENGINEER OF RECORD Company Name: Eack -S Engineer Name: C"r"a r Q%1 Address: U ( r0 !24e City: C / P� State: G Zip• 2?Q Phone: -`g' 9_3to Fax:Bt'8.. Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: / Address: rWi tl tS City: State: Zip: H:Wpplications\Fortns-Applications On Line\2011 ApplicationsTennit Application Revised - 8-9-11.do" Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 301, 6t9� Existing Building Valuation: $ Describe the scope of work (please provide detailed information)- Sv nf - � r M.h i � GVt✓C� Ut�GGe-r" Ckitlul• �.�s-� � c�1, �e.. �i.�4'4�Q�/err, �� �'���p�ei �' Gii ciwtnrl drx ls�l QI et'��c'S ! ��. lO c.Z04, 1 �7�.' Cd"'n'. "d, Will there be new rack storage? v�....Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor `1 � 2" Floor Yd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 1 PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? El ....... Yes 2--l"No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: f....... Sprinklers ❑ ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑....... Yes 0/No If "yes, attach list of materials and storage locations on a separate 8-112 " 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:Wpplieations\Forns-Applications On Line12011 ApplicationsTertnit Application Revised - 8-9-1 l.docx Revised: August 2011 Page 2 of 4 bh PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORTLED AGENT: _ Date: % /S-- Print Name: -2: 1 ke- d S�Glit Sr.. Day Telephone:,2o6, Sa - V`t 89 Mailing Address: it 00 5W 7 / ✓ 1 . (A. 7 eC%-7 City state zip H:WpplicationsTorms-Applications On Line\2011 ApplicationsTern it Application Revised - 8-9-1l.docx Revised: August 2011 bh Page 4 of 4 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $715.25 D15-0089 Address: 350 TRECK DR Apn: 0223400045 $715.25 DEVELOPMENT $681.40 PERMIT FEE R000.322.100.00.00 0.00 $676.90 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $33.85 TECHNOLOGY FEE TOTAL FEES PAID R000.322.900.04.00 0.00 $33.85 Date Paid: Monday, May 11, 2015 Paid By: MIKE SORENSON Pay Method: CREDIT CARD 09974C Printed: Monday, May 11, 2015 9:50 AM 1 of 1 SYSTEMS Date Paid: Friday, April 17, 2015 Paid By: MIKE SORENSON Pay Method: CREDIT CARD 02551A Printed: Friday, April 17, 2015 10:34 AM 1 of 1 cf? SYSTEMS rU INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request line (206) 438-9350 Prot: Type of Inspection: Det.�rlo wu�) l % - Address: 35'o -T Date Called: Special Instructions: Date Wanted: a.m. -/0 /r p.m. Requester: Phone No: ®'Approved per applicable codes. L3 Corrections required prior to approval. COMMENTS: ;lest iuu, MA REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD �� -• - 2 Retain a copy with permit 0111, — CUy G INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 ' 206-575-4407 Projeet: Type -of -Inspection: Address: i Contact Person: Suite #: Special Instructions: Phone No.: KApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Ze �K /15� Z r lxav . ' /CRY► l//62c,�J Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: J" Date: 6lI Hrs.: Q $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. isming Address Attn: Company Name: Address: city: State: zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Field Report Report #: 64124 Client: Northwest Handling Systems, Inc. Project Number: 15-497 1100 SW 7th St. Permit #: D15-0089 Renton, WA 98055-2939 Project Name: Darwin's Natural Pet Pro Contact: Tony Johnson Address: 350 Treck Drive Inspection Performed: Proprietary Anchors Date: 7/30/2015 Time: Temperature: =reezer T" anchor bolts for push back racks. Jerified installation of Hilti KBTZ anchors, 1/2" x 4 1/2" with 3 1/4" embedment, torqued to 40 ft. lbs. k1l placed per plan. 0" OF 1'UKWU AEUG,112015 PERMIT ClUffi il Distribution: 0 Distribute Client ❑ Distribute Contractor Inspector: Trow, Michael ❑ Distribute Engineer ❑ Distribute Owner V-1 Distribute Municipality ❑ Distribute Other Reviewed by: Michele Guerrini ❑ Distribute Architect ❑ Distribute Other All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden p �� oo • H A N D L I N G S Y S T E M S, I N C. r ! M. I" 1100 SW 7th St Renton, WA 98055 (425) 255-0500 ph (425) 228-6946 fax ATTN: BUILDING DEPARTMENT AND FIRE DEPARTMENT RACK INFORMATION SUPPLEMENT SITE ADDRESS: 350 Treck Drive TENANT NAME: Darwin's Natural Pet Products DATE: April 16, 2015 APPLICANT: Mike Sorenson / (206) 818-4488 1. Load application and rack configuration drawings attached. INEV'EWED FOR CODE COMPLIANCE I APPROVED MAY 01 2015 Ci & oe Tutarvila BUILDING DIVISION 2. Attached plans and engineering detail the rack locations, dimensions, and specifications. 3. Stamped engineering calculations attached. 4. Inspections will be scheduled as instructed. 5. Vertical members of storage racks are designed and installed so that failure of one vertical member will not cause collapse of more than the bay or bays directly supported by that member. 6. Commodities stored in freezer racks: Raw meat and finished pet food products. Vacuum sealed in plastic bags. 75% of product is stored in cardboard boxes on wood pallets. 25% of product stored in plastic totes (model AF-1 manufactured by Orbis). 7. Sprinkler System Information: Freezer system: .60 gpm / 2500 sq. ft. Building system: .20 gpm / 1500 sq. ft. 8. Exits indicated on attached drawings. 9. Freezer Et sprinkler work under separate building permits. RECEIVED CITY OF TUKWILA APR 17 2015 06 8 C/ PERMIT CENTER BY....... c....oHaNia N..... RAdK DEOWN & ENOINEERINd d0. 3 30 15 412 WET BROADWAY, UM 204 SHEET NO.........�................ DATE .....-......- ................ O(� # CLENDALE. dA. 91204 JOB NO....RD-17856 SUBJECT ........................... TEL:(818)240-3810 FAX:(818)240-3813 Fw -� _. i � � y STRUCTURAL CALCULATIONS OP-slf RAG_E RACKS FOR: DARWIN'S NATURAL PET PRO. 350 TRECK DRIVE TUKWILA, WA 98188 PER IBC 2012 EDITION STORAGE RACKS CAPACITY: 2000 # / PALLET CALCS. 1 THRU 4 DRAWINGS: RD-17856 EXPIRES 12-26-15 btsq%-oo8g REVIEWED FOR CODE COMPLIANCE APPROVED MAY 01 2015 Ci Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 17 2015 PERMIT CENTER BY....... G: .OHANIAN DATE . 3-30-1.5.......... SUBJECT ........................... 0 N FRONT VIEW WK DE0I4N & ENOINEERINO CO. SHEET NO.........? ............... 412 WEOT BROADWAY, QUITE #204 dLENDALE, dA. 91204 JOB NO....RD-17856 TEL:(818)240-3810 FAX:(818)240-3813 EVAPORATOR :.• :,. ESIGNED BY OTHERS �rl 1 _ im i10 L0,31 1 A TAISLETELLo �MVILI I -I% 0-0 00,110 11511 i;:id 2000 #/ PALLET SIDE VIEW _ BEAM 72' RAIL GOVERNS 72 = +44 = 48„ 116" — 2.4 2.4x4K9.6 K = 4.8 K IX=5.9 2 BEAMS x SX=1.76 M= 8Z =57"K t=0.07" Fy =55 KSI. S R= 1.75<1.76 2 3/4" 4 _ SxwL L 384.IX.E='32'<180=•53 SEISMIC DESIGN V= Rx1 I xW IBC 2012 AND RMI SPECS. S DS =0.97 (USGS WEB SITE, "SITE CLASS D") 1=1 NO PUBLIC ACCESS R=6 MOM. CONN. R=4 BRACED W=D.L.+ 3 PALLET LOAD ROOF PANEL = 9.25'x8'x4 PSF =296 M LOAD PER COL. = 2x2x2.0K= 8.OK P=.2DL+.3 + (8.OKxO.75)=6.5K ROOF PANEL W=.2 + .3 + (8.OKx0.67)=5.9 K DL ROOF PL PANEL L_ K ONGIT. ' 68 \TRANS. 1.0 K FRONT VIEW LONGIT. SEISMIC .04K 1.6 "K 0 .42K 1.6"K 15.6"K .22K 15.6"K 25.8 K 00 r 25.8"K 6.8"K N 68K 0 3 PIN CONN. BY....... . G.....oHAN!AN..... RAdK DEMN & ENdINEERINO 00. 3 30 15 412 APE T BROADWAY, UITE #204 SHEET NO........3............... DATE .....-......- ................ LENDALE, dA. 91204 JOB NO....RD-17856 SUBJECT ........................... TEL:(818)240-3810 FAX:(818)240-3813 COLUMN DESIGN x---- --- --x t=.oso^ t=.oso� COMBINED STRESS RATIO Pex= (KL�I2 =85.0 Cc=1.8 fZcP f2b=1.67 ax=1- Pex = .87 Cmx=.85 BASE PLATE ANCH. TENSION = 0 ` ANCHOR SHEAR = .32 K F 55 KSI KL = 78x 1.2 = 72 Y = rx 1.3 Ae=1.67 I =2.56 y = - x YT.-8-- 24 Se=1.7 rx=1.3 Mn=Se•Fy=94 ry=1.8 Qc.P + Clb.Cmx.M =. 60<1 Ph Mn.ax (2)-1/2"0 ANCHORS PER BASE PL., 3 1/4" EMB. HILTI KWIK BOLT-TZ ESR-1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION 5x.09x1 x65=2.9 K 7/15"0 RIVET A = .1 Fy = 79 KSI Pa = .1 x79x.4 = 3 K BEARING CAPACITY OF COL. HOLE Ma = (3.0 Kx10")+(2.5 Kx8")+(2.OKx6") = 62.O"K 6 PIN CONN CONN. Ma = (2.9 Kx6")+(2.0 Kx4") = 25.4 "K 4 PIN CONN. CONN. Ma = (2.9 Kx4")+(1.5 Kx2") = 14.6 "K 3 PIN CONN. CONN. MEND = .O I X W 12- 3.9 "K M = 20.7"K M = 24.6"K<62.0 K SEISMIC TOTAL Fe= nK = 56 rx 2 F n=F y(.658 A c )=37 KSI Pn= Fn .Ae = 61.0 K 61.5 K 1 8"x8"x3/8„ BASE PLATE 15.6 *K Ac = Fy/Fe = 0.99 xc<1.5 QO 0 00 -- -- i o i � 10 r 1® ®I 20.7 �K = I I = ® ®i 20.7�K (® ®I 25.8 "K BY........ :....OHAN!AN..... RAdK MOWN & ENdINEERINd d0. DATE.3-30-1.5.......... 412 WET BROADWAY, OME #204 SHEET NO........4............... GLENDALE, dA. 91204 JOB NO....RD-17856 SUBJECT ........................... TEL:(818)240-3810 FAX:(818)240-3813 OVERTURNING MST=1.OKx2 x170"xO.66 =224"K COL. MR = 6.2 Kx44" = 273 "K NO UPLIFT LOAD TO DIAGONAL P = 1.0 Kx 1.5x 7 DEEPc 56 =3.6K 3FRAMES 54 6.2 K 6.2 K I�x\I a 1.OK 1.OK 0 a 44" 54" FY =555 KSI Ae=.26 rx =.48 L= 56" Pa = 2.5 Kx2=5.0 K>3.6 K CHECK WELDS P° = (1 _ .01 L ) L.t. Fu = 5.8 K Q= 2.55 P� = 2.3K x2 = 4.6K SIDES CHECK SLAB 1500 000 = 6.5 °l 6.5x 144=936 Ell, =31 " M= (82 )2x1000x 2 x12=3010 # S= 12x62 = 72 6 2 7= 42 < 1 .6 2500 =80 TOP LEVEL LOADING W= 0.2DL+4.OLL=4.2 K LOAD PER COL. V= .73 K MpT=.73Kx2 x148"=216"K COL. MR = 4.2 Kx44" = 186 "K UPLIFT = 218fi =.70 K BOTH SIDES TYP. 1/8.3" 71 0 BOTH SIDES T YP. /8 1.5" ; ❑ 1 �/ o r�x ❑ t=.06" IJ �❑ BOTH SIDES TYP. 1/8 3" ❑ DOUBLED BRACE LOWER DIAGONALS UP TO 120" HIGH 6500 # 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL Qa.. , a 7" 8.5„ II 15.5" PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0089 DATE: 04/17/15 PROJECT NAME: DARWIN'S NATURAL PET PRODUCTS SITE ADDRESS: 350 TRECK DR X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Pen -nit Issued DEPARTMENTS: But ding Division a ,�j�, >�W( +-:& - Ir Fire Prevention el Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 04/21/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved C Corrections Required ❑ (corrections entered in Reviews) DATE: DUE DATE: Approved with Conditions Denied ❑ (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 05/19/15 12/18/2013 NORTH WEST HANDLING SYS T " , Page 1 of 2 Home; lnicio e n Espanol Con act Safety Washington State Department of Lab©r & Industries NORTH WEST HANDLING SYS INC Search L&I W n� A-Z.Index Help My secure L&1 Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 1100 SW 7TH ST FRANCK, JAMES JEROME RENTON, WA98055-2939 425-255-0500 Principals KING County FRANCK, JAMES JEROME, PRESIDENT KOSTY, CLARK RANDOLPH, TREASURER THOMAS, KEVIN A (End:09/28/2011) Doing business as NORTH WEST HANDLING SYS INC WA UBI No. Business type 600 051 641 Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. NORTHWH276JF Effective — expiration 04/06/1973-10/09/2016 Bond ................ TRAVS $12,000.00 Bond account no. 81 S103354822BCM Received by L&I Effective date 10/09/2001 10/01/2001 Expiration date Until Canceled Insurance .............. _ ........... Travelers Indemnity Co of Ame $1,000,000.00 Policy no. Y6302C242044TIA14 Received by L&I Effective date 09/29/2014 10/01/2014 Expiration date 10/01/2015 Insurance history Savings .................... No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=600051641&LIC=NORTHWH275JF&SAW= 5/11/2015 HIGH )OON 9 -21'-11 1/4" �22'-2 1/4" DUMPSTER CASE ERELTOR 60f-0 7/811 60'-0 1/2" 42' RACK SUPPORTED FREEZER ELEVATION-] RACK SUPPORTED FREEZER 20'-0' CLR, HT, A� A18'—G" MAXIMUM �TOP OF PRODUCT TOP OF PRODUCT COOLING UNIT 400 LBS, M. I ---- ---------- i � i B,x 10, FREEZER DOOR 71-311 AISLE AT POST 3 DEEP PALLET FLOW i,rUr-\r\ Lir i TO TNIA il� I SCALE: 1/4' = 1'-0" (PALLET JACK HANDLING) I REV40NED FOR CODE COMPLIANCE APPROVED MAY 01 2015 ci of TU I (61a CT -MG BULL NDIVISION FILE COPY Permit No. D Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize 4� Lno viclation of any adopted code or ordinance. Receipt of approved Field Copy and co itions is acknowledged: By: Data: City of Tukvvila BUILDING DIVISION REVISIONS scope changes shalt be rnade to the F1,110 of \°,nrlc without Prior approval of Building Division. ane '! 7 VA11 rcc� P"an PLAN VIEW �15_ dG 89 V V RECEIVED CITY OF TUKWILA APR 17 2015 PERMIT CENTER 1 3 4" \ ❑ I N \ BOTH SIDES TYP. � 1 /8 3 SIDES'- BOTH COL. \ \\ I BOTH SIDES TYP. \ \CD 1 /8 1.5" \ F� t=0.07„ BOTH SIDES TYP. \ / ❑ \ \ \ I i ❑ 1 1/a,. " 1 /8 1.5 I / 0 B I I A ❑ B 11/2„ IA B I B �� 2 3 4„ N ❑ TYP 3/16ozo � --- -- I x� L 0 t=.06" •°. ' C �' _ ., <... e .. HORIZONTAL BRACE A I t=.o6 F .• � .� SEC. A —A ' a' • '•• ° •. • • �- BOTH SIDES TYP. i� t=.09" t=.09„ ° .... .••rrJ ' '.• ' ° 1 1/2„ 1 /8 2.5" / \ x N . . . n // /� TYP / 1 BOTH SIDES / 1-12 ��•- 6 / ❑ 8 1 /4" 0 SAFETY LOCK N �� DOUBLED COLUMN t-3/8 g" t=.06" / // — — (1000 #CAPACITY) I 0 UP TO 120" HIGH SEC. C—C / 7/16"0 RIVET I x N ASTM A576-908 (2)-1/2"0 ANCHOR BOLTS PER BASE PLATE DOUBLED LOWER DIAGONALS SEC. B--B HOT -WROUGHT UNS 3 1/4" EMB., (SEE NOTE NO. 4) UP TO 120" HIGH G10100 GRADE C-1010 � t=3/16" BASE PLATE DETAIL 1 DOUBLED BRACING DETAIL C2-" BRACING DETAIL(316 PIN CONNECTION 4 SADDLE 1/4"0 SAFETY LOCK (1000 # CAPACITY) 1 3 4" /3/16" < BRACKET TO BEAM N 1 3 4" r- I r `c� 00 ��► � 6 1 /8" STEP BEAM I I ° .- `f t=0.07» TYP. 1 /8 ® , F �. cr t=0.07 III/ 1/2"0 BOLT / f N t=0.07" I I SADDLE BRACKET " Q Q 2 3 4 " 2 3 4" s ROW SPACER I '� t-1 8 / " 144 r ° //'1h► 2„ �' V. N. i' ® Q V 00 ° 'J / TYP 1 /4" 0 SAFETY LOCK ' o o (1000 # CAPACITY) J �• r TYP ® ® I �I �.11 PGIC G U'g g�� R 8� STE -1-- Z ®G� , a N I I I 12y 2) 3�S 6 N III I I I V�� 5 omle: ® x III I GO N I N � II �1 1 � 6 �/8• ESN ��P� a J 96a ��. 7/16 0 RIVET t=3/16 7/16"0 RIVET I ® x I /% � C;,�®{°c,�e ; ASTM A576-90B ASTM A576-90B G HOT -WROUGHT UNS HOT -WROUGHT UNS °J °° PP G10100 GRADE C-1010 G10100 GRADE C-1010 t=3/16" 4 PIN CONNECTION 5 3 PIN CONNECTION 6 R 0 W SPACER 7 SADDLE BRACKET CONN. 8 26 GA. FLAT STOCK NOTES: W/ #8 TEK SCREWS ® 8"o.c. BOTH SIDES COOLER ROOF PANEL 1-DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS r--(TOP & BOTT.) DESIGNED BY OTHERS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE 2012 EDITION AND RMI SPECIFICATIONS CEILING PANEL 10 PSF. L.L., 4 PSF. Q.L. 2-STEEL FOR ALL SHAPES FY=55 KSI. ASTM A101 1 GR.55 (EXCEPT AS NOTED) gg" 144" 54" 52" 44" 72" 44" 90" gg" 3-NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN A SHOP lo OF AN APPROVED FABRICATOR (E70XX ELECTRODES) 4-ALL ANCHORS HILTI KWIK BOLT-TZ ESR-1917 I SPECIAL INSPECTION IS REQUIRED BEAM 4" BEAM 5—CONCRETE SLAB 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF 6—STORAGE RACK CAPACITY 2000 #/ PALLET SEE DETAIL 6 EVAPORATOR 800 Ibs CONNECTION TO BEAM — _ �\ — — — — 7 DEEP PALLETS — — 71 F� — 71 / � — — 71 — — x O I 7-RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY 54" & 44" DESIGNED BY OTHERS \ / \ \ / \ / 00 OF THE RACK (2000 #/ PALLET) FRAMES \ I PALLET I % \ I I / \ I j / I I I IN. I I / / \ \ I 8-STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE / \ 11 / 6 1 8" BEAM / VERTICAL OF 1/2" IN 10'-0" OF HEIGHT 9-THE CLEAR SPACE BELOW SPRINKLERS SMALL BE A MINIMUM OF 18 INCHES 6 1 8" BEAM 0 BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. TYP. `o x 10-STORAGE RACK AREA NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY 6 1 8" BEAM uj o cn NO LOAD ON THIS LEVEL 7 Q 0 o 0 6 PIN CONN. = 3 ROW SPACERS > ^ 6 PIN CONN. RECEI'JED N 4 0 5 TYP. 8 0 _j a N 4 CITY OF TUKWILA 6 1 8" BEAM 3 m SADDLE CONN. Z o CD 6 1 8" BEAM / � � U FA ``'n 6 APR 17 2015 #8 TEK SCREWS x o z ' `' M o f o o -- 4 BEAM PERMIT CENTER 12"o.c. TO PANEL '- W N #8 TEK SCREWS BEAM 8"o.c. TO BEAM x00 4 PIN CONN. T" W m x 2 � 4" BEAM �� N ORACK DESIGM ANDENROGINEERING 2 "x�" x26 GA. ANGLE CON)NUOUS 5 6 1 8" BEAM M 1 TYP. 4" BEAM Q4w °� wA` �f~Y� �r 412 WEST BROADWAY SUITE #204 GLENDALE CA. 91204 SCALE NONE DRAWN BY a5 i� ON UPRIGIT BOTH SIDES UPRIGHT LEG N �- ao'� (EACH COLUMN) ;,. 4 , . .•. , . , :. a .. DATE: 3-23-15 PROJECT: DARWIN'S NATURAL PET PRO "A" "g" 33552 kFots �a '�' 350 TRECK DRIVE., TUKWILA, WA 98188 FRONT VIEW $$A" SIDE VIEW FRONT VIEW ' "B" STORAGE RACK DETAILS JOB NO. SHEET NO. CEILING ATTACHMENT DETAIL '0 �l RD-17856 I EXPIRES 12-26-15