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HomeMy WebLinkAboutPermit D15-0064 - SEATTLE GOURMET FOODS - STORAGE RACKSSEATTLE GOURMET FOODS 18200 SEGALE PARK B DR D15-0064 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.Rov DEVELOPMENT PERMIT Parcel No: 3523049119 Permit Number: D15-0064 Address: 18200 SEGALE PARK B DR Issue Date: 3/25/2015 Permit Expires On: 9/21/2015 Project Name: SEATTLE GOURMET FOODS Owner: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028, TUKWILA, WA, 98138 Contact Person: Name: MIKE SORENSON Address: 1100 SW 7TH ST, RENTON, WA, 98057 Contractor: Name: NORTHWEST HANDLING SYSTEMS Address: 1100 SW 7 ST, RENTON, WA, 98055 License No: NORTHHS963ND Lender: Name: SEATTLE GOURMET FOODS Address: , , , DESCRIPTION OF WORK: INSTALL CUSTOMER EXISTING USED PALLET RACKING. Phone: (206) 818-4488 Phone: Expiration Date: 10/9/2015 Project Valuation: $10,000.00 Fees Collected: $491.22 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Occupancy per IBC: S-2 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: HIGHLINE 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 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Chan nelization/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: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No Permit Center Authorized Signature: Date: J� 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: Date: a-5 S^ Print Name: (� 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 electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: 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) 9: 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) 10: 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) 11: Fire extinguishers require monthly and yearly inspections. They must have a tag or label 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 be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of 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) 13: Maintain fire extinguisher coverage throughout. 16: 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) 15: 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) 17: 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) 18: 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) 19: 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) 20: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue spaces shall be maintained. 14: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: 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" 0611 EMERGENCY LIGHTING 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 h!W://www.TukwilaWA.jzov Building Permit No. %- 06 (� y Project No. Date Application Accepted: (-23�a 15 Date Application Expires: O � � ,� J1s 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" SITE LOCATION :1 Site Address: Tenant Name: PROPERTY OWNER Name: Pro -e� Address: Irl V City: � + ��* State:�� Zip: igg CONTACT PERSON - person receiving all project communication Name: Address:l(v0 S City: / i''1 Stater Zipykar7 Phone: 6_ ?lg,_ 4ygS, Fax: ar a Email.YYl,5ore4,7-rGn @ n ,-,ti S, cryrn GENERAL CONTRACTOR INFORMATION Company Name: U ' j „ C11 Address: /too SW ill S7` <Z City: i j� / State: Zip: p„-,. Phone: Fax.�,,r_�,�� OQ�/ Contr Reg No.: ,A a?5 3� Exp Date: l0 � 1 5- Tukwila Business License No.: -59 369 King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: .Yes ❑ ..No CHITECT OF RECORD Comp Name: Architect Name: Address: City: Sta Zip: Phone: Fax: Em • ENGINEER OF RECORD Company Name: Engineer Name: Address': r0 s_/� av �Y'Zip: Jt�r�, /� City: ti State: /may Phone:g/g� g Faxge Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: " A,16el Li Address: City: State: Zip: H:Wpplications\Fmms-Applications On Une\2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 Page 1 of 4 bh BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ /01,000 Existing Building Valuation: $ OA LAoc4l ",\ Describe the scope of work (please provide detailed information): /b CGt Ln S®. 4— Will there be new rack storage? (�Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 ' Floor �SYl o00 30 006 $- 2 Floor Yd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck I 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? ❑....... Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 21....... Sprinklers ❑ ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El ....... Yes 2--*••No If `yes', attach list ofmaterials 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:\Applications\Fomts-Applications On Line\2011 ApplicationsTertnit Application Revised - 8-9-11.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 AUTHORJZEM AGENT: Date: 3�5 Print Name: Zd i kt' SretotSCo', Day Telephone: 6-�06— R/ 6 — W (f Mailing Address: 1100 SSW `Z S t- ;2,1 &' &? City State Zip H:Wpplications\Formt-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9.1 Ldocx Revised: August 2011 bh Page 4 of 4 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $305.12 D15-0064 Address: 18200 SEGALE PARK B DR Apn: 3523049119 $305.12 DEVELOPMENT $290.80 PERMIT FEE R000.322.100.00.00 0.00 $286.30 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $14.32 TECHNOLOGY FEE TOTAL FEES PAID• 1$305.12 R000.322.900.04.00 0.00 $14.32 Date Paid: Wednesday, March 25, 2015 Paid By: MIKE SORENSON Pay Method: CREDIT CARD 07829C Printed: Wednesday, March 25, 2015 2:04 PM 1 of 1 SYSTEMS Date Paid: Thursday, March 12, 2015 Paid By: MICHALE J SORENSON Pay Method: CREDIT CARD 063515 Printed: Thursday, March 12, 2015 12:36 PM 1 of 1 JJ fSY57EM5 INSPECTION RECORD D . ..... Retain a copy with permit - 4WSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3674 Permit Inspection Request Line (206) 438-9350 Pro, ct.' .,Xe 6t�= 51 �p C cz� Ty pe of to ecth PLO Ad�ess: JDate �qar Lalled: Soecial Instrii-ctions:V Date Wanted. a.m. � Q� p.m, kRequ8ter . ............ P one No: E] REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100, Call to schedule reinspection. INSPECTION REC©R Retain a copy with permit$ 1 - INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 436-9350 Pro'ect, ' T e of Ins ection, yy 6�[ f� Q-V- 10 eg Address: 10,6292 k4dk&4=1-3- Date Called: ` Special InstructIoAs. Date 4nje;d a.m. Re ile-R /44 t t t FRone o: -45Lf 3?— -7, 3- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection, a INSPECTION RECORD Retain a copy with permit DIS 00� INSPECTION NO. PERMIT No. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P o'ect, - &V-r�et Type of I sWec ion, Albess. fle 7) e Dat e Called'-' Special InstructiomV Date Wa eu- a.m. W te p.m. Requester: u st e e e P one No: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 30 INSPECTION RECORD 3 Retain a copy with perm,tIP'j�-ft6q I EA ) I WrECTTON No. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr jest: �e TV Address: (f? zoo 5e-ua Date called: Special Instructio'hs: Bate w nt d- a.m. Y — t — (-5 p.m. Requester, Pgone No: r Inspector: Date: /- REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Btvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Dd 62 1 Retain a copy with permit INSPECTION NO. PERMIT Na CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: &-cr L'rv'-�e� F-0(7 Type -of Inspe ioi, -T Adgress: If9rk ISpecial Date Called: - Instruction Date W rated: a.m. L P.M. Requester: P one No, 0 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd.. Suite 100. Catt to schedule reinspection. INSPECTION RECORD K)l Retain a copy with permit IffSPECTION 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 Project: Type of Inspection, Address: 2,00 reaa-(f- 140it 15p .1; -Date- Calf cial instfrictiobs: -ir I PA ,TV (10 Date Wanted: am. V-(5--t-5- p.m. Requetter: A ( - L t , VVejfe iA&.AA) Phone No: - <U( b - y&(6 8 Approved per applicable codes. CO rrections required prior to approval. r PT COMMENTS: , I 41 N.- I P V'r-) 11, 11 A r ! /"n Sri I r10--- r-C P-T-q I ( kA, 1-ts�v- Inspector: I Date* Y-(T-�y REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD �N S - (�n t/ Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: � 7 (' � IL � Contact Person: Suite #: v Special Instructions: Phone No.: 9 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: hal el Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type:, Inspector: I*mil !�"3 Date: 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 Fireproofing Aggregates S h o t c r e t e Concrete April 14,2015 Masonry A s p h a l t File No. 15-271 Roofing P i l i n g S t e e I Building Official S o l i s W o o d City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Seattle Gourmet Foods Address: 18260 Segale Park B Drive Permit: D15 0064 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPEMON AND MATERIAL TESU-IG NATIONALLY ACCEPTED LABORATORY This is to advise you that special inspections are completed on the above referenced project. The following inspection was required and a copy of our inspection report is attached. 1. Proprietary anchor installation To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, IBC and related codes and/or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. au � Z-_� Kimberle Anderson President RECEiVEC CITY OF TUKWILA APR 14 2015 PERMIT CENTER CC: NorthWest Handling Systems, Inc. -Tony Johnson, Mike Sorenson Tel: (425) 881-5812 Fax (425) 881-5441 •7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073 Field Report Report #: 062330 X) R. Testing Laboratory, tnc,71zt3°18ptnAve.N:E;, Park 181},.Suite G101, Rec[mond, WA 98452 i CSI.--- AAR OOA t04A. e. AAe Oft. -A •A Client: NorthWest Handling Systems, Inc. 1100 SW 7th St. Renton, WA 98055-2939 Project Number: 15-271 Permit #: D15-0064 Project Name: Seattle Gourmet Foods Contact: Tony Johnson Address: 18260 Segale Park B Dr. Inspection Performed: Proprietary Anchors Date: 4/13/2015 Time: Temperature: rified anchors to be Hilti KB-TZ, 1/2" x 4 1/2". Verified hole cleanliness and minimum bedment of 3 1/4". Torque was tested with calibrated wrench #132C and was found meeting the ft. lb. requirement. All work was completed in conformance with approved plans, manufacturer's recommendations and ESR #1917. All racking was inspected at this time. See approved plan sheet D-1 for racking that was omitted east wail and seven bays at 2nd and 3rd rows in from north wall APR i q 2015 PERMIT CENTER Distribution: © Distribute Client ❑ Distribute Contractor ❑Distribute En Inspector: Chandler, Loren Engineer Distribute Owner W 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 • bdo D • • H A N D L I N G S Y S T E M S, I N C. i r7A 11/ R FILE COPY ., part Ma. 1100 SW 7th St Renton, WA 98057 (425) 255-0500 ph (425) 228-6946 fax ATTN: FIRE &t BUILDING DEPARTMENTS RACK INFORMATION SUPPLEMEN SITE ADDRESS: 18260 Segale Park Drive B TENANT NAME: Seattle Gourmet Foods REVIEVIED FOR CODE COMPLIANCE A,PPR'0)VED DATE: March 6, 2015 LIAR 20 20'1" APPLICANT: Mike Sorenson / (206) 818-4488 CINJ of TukwIa 1. Load application and rack configuration drawings attached. BUILDING DIVISION 2. Attached plans detail the rack locations, dimensions, and specifications. Attached plans detail the building/ceiling configuration. 3. Stamped engineering calculations attached. 4. Special inspection of anchors to be performed by AAR Testing Lab. 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. A. Product size: 40" w X 48" long X 48" tall. B. All wood pallets. C. Food items stored in cardboard boxes on wood pallets. D. Not encapsulated. E. Wood pallets only. F. Products stored in racks as outlined on attached drawings. G. No shelving. 7. Sprinkler System Information: System to be upgraded (by others) to .57/2000 for storage height up to 20' with class I -IV commodities. 8. Smoke and heat vents: In place. 9. Building egress and exits indicated on attached drawings. RECEIVED CITY OF TUKWILA MAR 1 2 , 2015 S7 00&14 PERMIT CENTER BY.... OAN ....G ..:....H........IAN.......... RAdK DEOWN & ENOINEERINd GAO. DATE . 3.-9..-.1.5............. 412 WE$T BROADWAY, OUrM #204 SHEET NO ......... I................ dLENDALE. dA. 91204 JOB NO....RD-17841 SUBJECT TEL:(818)240-3810 FAX:(818)240-3813 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: SEATTLE GOURMET FOODS 18260 SEGALE PARK B DRIVE TUKWILLA, WA 98188 PER IBC 2012 SEC. 2209.1 ASCE 7-1 O SEC. 1 5.5.3 ANSI/MH 1 6.1 :12 STORAGE RACKS CAPACITY: 3000 # / LEVEL CALCS. 1 THRU 4 DRAWINGS: RD-17841 FILE CO• ■ 9A IrST ISTTp'R EXPIRES 12-26-15 b1sawwoobq REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 2015 kol W City bf Tuk%4613 E39ILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 2 , 2015 PERMIT CENTER vli BY....... c.:...oHaNiAN..... RAdK DEOI(N & EN(INEERIN( 00. 3 9-15 412 WEOT BROADWAY, SHEET NO........? ............... DATE .....- ....................... �UITE �204 RD 17841 dLENDALE, dA. 91204 JOB NO..........- ................. SUBJECT ........................... TEL:(818)240-3810 FAX:(818)240-3813 FRONT VIEW BEAM DESIGN Ix=1.63 0 x x Sx =.77 Fy =55 KSI. 2 3/4" SIDE VIEW LOAD PER BEAM + 25% IMPACT LOAD (3.0 Kx.88)+(1.5 Kx.25) = 3.0= 1.5 K WL2 2 BEAMS M= 8 =18 "K S R= .55<.77 A 3 5x L 4 E =.36"< 180 L=.53" x SEISMIC DESIGN V= Rx1 4 xW IBC 2012 SEC. 2209.1 ASCE 7-10 SEC. 15.5.3, ANSI/MH 16.1:12 S DS =0.95 (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 PALLET LOAD LOAD PER COL. = 3x3.0 K =4.5 K 2 Coy. P=.2 pL+ (4.5Kx0.75)=3.6K W=.2pL+ (4.5pKLx0.67)= 3.2 K LONGIT. '36 K V = .55 K TRANS. N n LONGIT. SEISMIC .18 K 5.3"K 0 12K 5.3"K 8.8"K 0 .06K 8.8 K 10.5"K 0 co .36K 10.5"K BY....... q. oHAN!AN RACK DE0I6N & EN( INEERIN( CO. 3 9-15 412 WET BROADWAY, SHEET NO........3............... DATE .....- ......................... �1UITE �204 LENDALE, dA. 91204 JOB NO....RD-17841 SUBJECT ........................... TEL:(818)240-3810 FAX:(818)240-3813 COLUMN ANALYSIS 3" M FY=55 KSI rx KL=601.27 =83 Fe=( KL) =42 �c= Fy/Fe = 1.14 Ae=.78 rx KL = 52 2 in ct=090' i x 8 ' 9 ry � =47 Fn=Fy(.658 Ac )=32 KSI Xc<1.5 x rx =1.2 Mn =S e . Fy = 44 P = F Ae = 25.0 K ry=1.1 nn COMBINED STRESS RATIO Pex= (2 =33.0 C2c=1.8 f2cP - C2b=1.67 ax=1-Pex •81 Cmx=.85 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .18 K (Zc.P+ C2b.Cmx.M =. 68<1 Pn 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 7/16"0 RIVET A = .1 Fy = 79 KSI Pa = A x79x.4 = 3 K BEARING CAPACITY OF COL. HOLE Ma = (2.9 Kx4")+(1.5 Kx2") = 14.6 "K 3 PIN CONN. CONN. MEND = .01 x W 12= 1.4 "K M=9.7"K M=11.1"K SEISMIC TOTAL r 9.7 "K 3.6K 10.5"K) Q 10 8"x5„x3/8" BASE PLATE i } 6all 8.8 •K 10.5 •K ,-* BY.......:...oHANLAN..... RAdK DEO1(N & EN(INEERIN( d0. DATE . 3.-9-1AP .5............. 412 E T BROADWAY, OME #204 SHEET NO........4............... O LENDALE, dA. 91204 JOB NO....RD-17841 SUBJECT ........................... TEL:(818)240-3810 FAX:(818)240-3813 OVERTURNING 3.6 K 3.6K TOP LEVEL LOADING MOT='55Kx xCOL?06"xO.66 = 148 "K I �X� I g W= 0.2D�+1.5��=1.7K LOAD PER COL. MR = 3.6Kx44"= 157"K 55K jt V— .29 K NO UPLIFT N o MOT=•29Kx x180"= 104"K co MR = 1.7 Kx44" = 75 "K UPLIFT = 175 =.66 K 44 44" LOAD TO DIAGONAL P = .55Kx cox 58 L. 44 = 1.5.K BOTH SIDES TYP. 1�8 1.5" `� ❑ i FY =55 KSI Ae=.29 �Lx , o6" rx =.46 t=.❑ L= 58" Pa = 2.5 K A/l CHECK WELDS TYP 1/8 1.5 P,= (1— .01 L) L.t.F„ = 4.4 K --- — Q = 2.55 P—.7K x2 = 3.4K � SIDES CHECK SLAB 3600 1000 = 3.6 °s 3.6x 144=518 113) =23" M= ( . 12x1000x 2 S= 1\2x62/x12=2344# 12 = 72 6 2 7= 33 < 1.6 V 2500 =80 3600# 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL 4" 7.5" 11.5" 23" PLAN 7&fMiW Op TINSLIP PERMIT NUMBER: D15-0064 DATE: 03/12/15 PROJECT NAME: SEATTLE GOURMET FOODS SITE ADDRESS: 18200 SEGALE PARK DR B X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Awe,!)4-S But ing Division Public Works ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: AN Mb Fire Prevention Structural ❑ Planning Division ❑ Permit Coordinator sk DATE: 03/17/15 Structural Review Required ❑ DATE: DUE DATE: 04/14/15 Approved with Conditions Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/1812013 NORTH WEST HANDLING SYS II*,T0 Page 1 of 2 Home Inicio en I'Span"ol Cpntaet. Safety Washington State Department of Labor & Industries NORTH WEST HANDLING SYS INC A-7.Index Help vtySecure. L.Y.I Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 1100 SW 7TH ST FRANCK, JAMES JEROME RENTON, WAS8055-2939 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 Co1.ntractor Active. Meets current requirements. License specialties GENERAL License no. NORTHWH275JF Effective — expiration 04/06/1973-10/09/2015 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 3/25/2015 -- Y 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot-candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings ... for exit discharge doorways... 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.3.1 Illumination level under emergency power. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle and a minimum at any point of 0.1 foot-candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum -to - minimum illumination uniformity ration of 40 to 1 shall not be exceeded. 51' 9� 10� 1� 12 1. 51' i. I I I 44X96 11 44X96 44X96 44X96 44X96 4�X96 44X96 44X96 44X96 44X96 51� 44X96 II 44X96 II 44X96 II 44X96 II 44X96 II 44X96 II 44X96 II 44X96 �- l! � I I 16'-8" 12' 1 1'-8" 1 1'-8" 1 1'-8" 21 '-7" CD to I co CD � co cfl CD X X X X X X X x co co cD co co co cD cc � (M � � � M 0) M I X X X dX- dX- dX- dX- � — — ® — cD — —® — — — M M rn M M rn rn M d d- co co co co d d X X X X rn CD co rn X X x X CD co CD CD I co co co co X X CD co W �M CM d d I d- d- �} d- d- cD co c0 Co X X co co Co co C� � M M M X X d�- Co Co Co co X X d X X d- d- d- d- d- CM M Cn M M (n d- d d d 'n � x X d d d d- X X cTo to CD M M T�T M M — — ® d- d- Nt— d-d- CD CD CD co X X Co CD cD to X X X X X X d- Nd- �I I� co d- d- X X X X I I X X Ni- d' d- dX- dX- d- d- rn rn co CD X X co to to co d- d- d- d- Co CD CD D7 d- d- CD CD CD M d- d- CD CD X X to d- V d- d- co � X X CD CD M M 12' CD CD X X d- d- X d' X X d- co- rn rn cD to CM M M co dX X co co CD Cn X d- d- CD M x d- Id- W PH C�z L i H • u H CT X d- d- co rn x d- d- co CJ) x d- d- FILE COPS' eii'i�11t®. D i 3 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: y _ By: - Date: City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of j Tukw rHa Building Division. [-10 T E: Revisions will require a new plan submittal and may include additional plan review fees. � LI��C� iL1 G RECEIVED CITY OF TUKWILA MAR 1 2 ­2015 PERMIT CENTER 51' 1` 3/4" \ / co \ ❑ `O lU BOTH SIDES TYP. \ \ ( - .- ((1 r(P 1 /8 1.5" \ \ TS 11/2» JAl I 2 3 4" ❑I ° TYP /4�, 1 /8 �ET 3/ » I PIA,393 QZ Q — — — — — — ❑ I t=.06" A I I �Ck PAPACI J _ Q o SEC. A —A ❑ V \ I TYP 1 /8 Ty El io it . p. .. . .... ° M 1 /8 1.5" 1 • • 6. '.s p .' • O 6/1 t=3/8" — — — — -- N e 7/16"0 RIVET Fr SEC. B—B ASTM A576-90B (2)-1/2°0 ANCHOR BOLTS PER BASE PLATE HOT -WROUGHT UNS t=3/16" 3 1/4" EMB., (SEE NOTE NO. 4) G10100 GRADE C-1010 BASE PLATE DETAIL 1 BRACING DETAIL 2 3 PIN CONNECTION 3 ROW SPACER 4 ° ° ° 4 •o ° o °ao Q ° 0 ° ° ap ° ° Q 4 • ° Q ° °Q • ° ° °Q °a ° a u • • ° ° °4 ° a ° a ° go ° a o o o REViF FC)R ° a C�?D� C+t�MPLIANCE ° • APPR3VE ° 0 °a MAR 202,015 oa Q a o a City of TUkY0163 °a ON BI..IILDtNiC DI`JIS. ° GENERAL CONFIGURATION NOTES: 1—DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE IBC 2012 SEC. 2209.1, ASCE 7-10 SEC. 15.5.3, ANSI/MH 16.1:12 2—STEEL FOR ALL SHAPES FY=36 KSI. ASTM A1011 GR.36 (EXCEPT AS NOTED) 3—NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP OF THE APPROVED FABRICATOR #00777 (E70XX ELECTRODES) 4—ALL ANCHORS HILTI KWIK BOLT—TZ ESR-1917 SPECIAL INSPECTION IS REQUIRED 96" 11 44" 44" 44" 5—CONCRETE SLAB 6" THICK 2000 PSI. SOIL BEARING CAPACITY 1000 PSF 6—STORAGE RACK CAPACITY: 3000 #/ LEVEL 3 4 7—RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS 00 x A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY OF THE RACK (3000 #/ LEVEL) 8—STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF 1 /2" IN 10'-0" OF HEIGHT r 9—THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES (0 BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. 10-STORAGE RACK AREA NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY 0 2 RECEIVED cD tf) i 11') CITY OF TUKWIL iY 0000 14 MAR 12,205 PERMIT CENTER 2 O N N LO 0HA RACK DESIGN AND- ENGINEERING c0 1 °F WAsgr�?TY 00 ° ao a 44w ��m �� 412 WEST BROADWAY, SUITE #204 GLENDALE CA. 91204 SCALE: NONE • DRAWN BY: a..i-i:° ' . DATE: 3-9-15 PROJECT: SEATTLE GOURMET FOODS GFF 9662R�9G\ 18260 SEG'ALE PARK B DRIVE, TUKWILA, WA 98188 FRONT VIEW SIDE VIEW r STORAGE RACK DETAILS roe 17 RD-841 SHEET N0. - - -- EXPIRES 12--26-15