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HomeMy WebLinkAboutPermit D12-221 - MNC STRIBBONS - PALLET RACKSMNC STRIBBONS 1085 ANDOVER PK E D12 -221 City okukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 2623049106 Address:, 1085 ANDOVER PK E TUKW Suite No: Project Name: MNC STRIBBONS DEVELOPMENT PERMIT Permit Number: D12 -221 Issue Date: 08/02/2012 Permit Expires On: 01/29/2013 Owner: Name: PROLOGIS TLF ANDOVER LLC Address: 2235 FARADAY AVE #0 , CARLSBAD CA 92008 Contact Person: Name: STEVE BREWER Address: 411 WEST VALLY HY , PACIFIC WA 98047 Contractor: Name: CEDAR RECYCLING INC Address: 411 W VALLEY HWY S , PACIFIC WA 98047 Contractor License No: CEDARRI981CM Lender: Name: Address: Phone: 253 - 804 -0404 Phone: 253 804 -0404 Expiration Date: 02/18/2014 DESCRIPTION OF WORK: INSTALLATION OF 67 BAYS OF PALLET RACKING TO PLAN AND CODE Value of Construction: $0.00 Type of Fire Protection: SPRINKLERS Type of Construction: Electrical Service Provided by: PUGET SOUND ENERGY Fees Collected: $369.97 International Building Code Edition: 2009 Occupancy per IBC: 7 * *continued on next page ** doc: IBC -7/10 D12 -221 Printed: 08 -02 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: N N Water Main Extension: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read an governing this work will be compli • • Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: exa d with The granting of this permit does not p construction or the performance of work. to this permit. Date: Public: Non - Profit: N Public: ned this permit and know the same to be true and correc . All provisions of law and ordinances whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit and agree to the conditions attached Signature: Date: Print Name: \'`( Q-A-)t•-)1\1\.) C \.- \A Vsts-■ This permit shall become null and void if the work is not commenced within 180 days from 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 DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 5: 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. 6: 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 doc: IBC -7/10 D12 -221 Printed: 08 -02 -2012 approval. • 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 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. 9: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: 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" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 12: 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) 13: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 14: 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) 15: 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, 4 -3, 4 -4) 16: 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) 17: 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) 18: 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 315.2.1) 19: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 20: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 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. doc: IBC -7/10 D12 -221 Printed: 08 -02 -2012 • 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. b `� I Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION /O$S Site Address: igtig Andover Park East Tenant Name: MNC Stribbons King Co Assessor's Tax No.: 262304 -9106 Suite Number: Floor: New Tenant: ® Yes ❑..No PROPERTY OWNER Name: Steve Brewer Name: Prologis TLF Andover LLC City: Pacific State: WA Zip: 98047 Address: 1071 Andover Park E Email: steve @rustyrackguys.com City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Steve Brewer Address: 411 West Valley Hwy S City: Pacific State: WA Zip: 98047 Phone: (253) 804 -0404 Fax: (253) 804 -2702 Email: steve @rustyrackguys.com GENERAL CONTRACTOR INFORMATION Company Name: Cedar recycling Inc - Rusty Rack Guy Address: 411 West valley Hwy S City: Pacific State: WA Zip: 9804.7 Phone: (253) 804 -0404 Fax: (253) 804 -2702 Contr Reg No.: CEDARR1981CM Exp Date: 02/18/2014 Tukwila Business License No.: BUS- 0993096 H: \Applications \Forms- Applications On Line \2011 Applications \Permit Application Revised - 8 -9 -1 I.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: Rack Design and Engineering Engineer Name: Garnik Ohanian Company Name: City: geldale State: CA Zip: 91204 Phone: (818) 240 -3810 Fax: (818) 240 -3813 Architect Name: Address: City: State: Zip; Phone: Fax: Email: ENGINEER OF RECORD 1 Company Name: Rack Design and Engineering Engineer Name: Garnik Ohanian Address: 412 West Broadway STE # 204 City: geldale State: CA Zip: 91204 Phone: (818) 240 -3810 Fax: (818) 240 -3813 Email: gorackl @yahoo.com LENDER/BOND ISSUED (required for projects $5 ;000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page I of 4 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 6,483 Describe the scope of work (please provide detailed information): Installation of 67 Bays Pallet Racking to Plan and Code. Will there be new rack storage? ® Yes Existing Building Valuation: $ ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square 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 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: 0 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 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lu Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 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: 0 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 I.docx Revised: August 2011 bh Page 2 of 4 • • PERMIT APPLICATION NOTES - Value of Construction — In all cases. a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no 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 I..AWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDINGIOWN Signature: T Print Name: Mailing Address: R ALIT HF RJZ.ED AGENT: NG 710 itive Day Telephone: Date: `645/� 9-53- ; ; -?k7-1 H'.ApplicaI,a.'Forms- Applications On Linel20t I .Appliem:nnc Permit Applicminn Revised - 8 -9 -I I coca Revised August 2011 bit Cua State Zip Page 4 of 4 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 2623049106 Address: 1085 ANDOVER PK E TUKW Suite No: Applicant: MNC STRIBBONS RECEIPT Permit Number: D12 -221 Status: PENDING Applied Date: 06/25/2012 Issue Date: Receipt No.: R12 -01981 Initials: User ID: WER 1655 Payment Amount: $369.97 Payment Date: 06/25/2012 02:56 PM Balance: $0.00 Payee: CHARLES VAUGHN TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 28496Z ACCOUNT ITEM LIST: Description 369.97 Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $369.97 221.50 143.97 4.50 doc: Receiot -06 Printed: 06 -25 -2012 -� INSPECTION RECORD —7-----Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 V.-(206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Dt2 -2Z1 Project: tAl(IVC c ftla(?cJNS Type of Inspection: t'I1.1 AL. --.-4 ict Ake Address: 10 AiJ0u-i Frt PIJf Date Called: Special Instructions: C� OG 32G(...-a1 Date Wanted: c� — 1� '�' Requester: Phone No: 2000- 130 — .S2z. Approved per applicable codes. Corrections required prior to approval. pfkA '‘`r GO L4 p 1i Inspector Date: n REINSPECTION FEE REQUIREQ:,Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.,'Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTIOI N0. PERMIT NO.6 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Fs (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: ii" I l'AC S t kA Q 4. 0(\ic Type of Inspection: 1— .1. a•► A L i 0;_M0te \-4 -k0 ®D Do) Address: (o'S 0\ N1CJ Z ?l4 Date Called: ',.."_ Evr: �4 kilo o p�� -6 , Special Instructions: C Sd y-c>l Date Wanted:. G -2_9- IZ a.m. p.m. Requester: . -: �.-- -Fr r) AA S D ,P /AI A-` S e c ,, P.N Phone No: 20 �;� --S 2-6Z 0 Approved per applicable codes. Corrections required prior to approval. 7> COMMENTS: +) S u C. J rt C C_S T- NW chZ i 0;_M0te \-4 -k0 ®D Do) (.t! /\ ' 1- !` h kS S r /J * G E Evr: �4 kilo o p�� -6 , J J4 n " 4 ;� rkl4 0 Jo p9 r - l - (/'Z i ff r -..) ,5\Je2. ►r . -: �.-- -Fr r) AA S D ,P /AI A-` S e c ,, P.N JA ci. 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 Dig - Z PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: ii. ei c s roe ;./9'0-' S Type of Inspection: f..,./e- i-'-% 112,.a .../14----\ Address: / c — 4/0.e_ Suite #: Contact Person: I 5Tg4.4 " Special;Instructions: ., ° Phone No.: 2 o 7 3 D Sz G Z_ Approved per applicable codes.- Corrections required prior to approval. COMMENTS: Sprinklers: Date: Fire Alarm: Hood & Duct: ',. .y Monitor: Pre -Fire: 4» C , ' ' ) c fA,,A p 1-g.4-, ce. ..c--, , n 0,0,y%„,,,g1..,,..., 4)1.f 84 r /i1 . t Needs Shift Inspection: Sprinklers: Date: Fire Alarm: Hood & Duct: ',. .y Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: fi44S� Date: liz7j7g,-- Hrs.: / 10 $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 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER IN PECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: Sprinklers: Typ of I pection: Hood & Duct: Address: )/ )C' C� Suite #: /V �f J �" /j am Cont =on: Person: Occupancy Type: Special Instructions: Phone No.: -5 3- k - d9oy Approved per applicable codes. orrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: N ' f� fv.. iv U f Sl2or-S . $7i, ricQ , ,k 6A-de. Tb £4d 3. -Its 5- -1-9.e i, -mod - 6 �6 104 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: InspectorVa C--- -_ Date: c /ZQ3// 2_ 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 6/11/10 T.F.D. Form F.P. 113 Fireproofing Aggregates Shotcrete Concrete M a s o n r y As ph a l t R o o f i n g P i l i n g S. t e e I S o i l s W o o d October 5, 2012 File:. 12 -467 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit No.: MNC Stribbons 1085 Andover Park. E. (0 1,2,221 A.A.R. TESTING LABORATORY, INC. ::ONISTRIIC: riot' INSPECTION • ND MAI EHIAL 1 L.' TINO NAT,ONALLY ACt:EP'L•D LAROPAIORY 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 report has already been forwarded to you. 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. ..f‘,14,66 Kimberle Anderson President CC: MNC Stribbons- Charles Vaughn Rusty Rack Guys -Matt Prevost Tel: (425) 881 -5812 Fax: (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 " Redmond. WA 98073 Client: MNC Stribbons 1085 Andover Pk. E. Tukwila, WA 98188 Contact: Charles Vaughn Field Report Report #: 54973 Project Number: 12-467 Permit #: D12 -221 Project Name: MNC "Stribbons; Address: 1085 Andover Park E. Inspection Performed: Proprietary Anchors' Date: 8/3/2012 Time Temperature: Anchor bolts for pallet racks per drawing 1.. Verified installation of 1/2" x 4 3/4" Simpson Strongbolt 2, 3 1/4" minimum embedment, torqued to 50 ft. lbs. All placed per plan. Distribution: Distribute Client ❑ Distribute Contractor ❑ Distribute. Engineer ❑ Distribute Owner Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Trow, Michael Reviewed by: Mike Blackwell 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 425.881.5441 • Cell: 425.766.2048 From: scanner(@aartesting.com [ mailto:scannerftaartesting.com] Sent: Tuesday, August 21, 2012 10:38 AM To: kim@ aartesting.com Subject: Message from KMBT_C220 2 BY. ;G. OHANIAN DATE. 6 -21 -12 SUBJECT RAdK DEOIdN & EN(INEERINd d0. 412 WEST BROADWAY, SUITE #204 dLENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 1 JOB NO RD -16138 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: MNC STIBBONS (oo S task 1-O3-8-7 ANDOVER PARK `..... T TUKWILA, WA. 98188 PER IBC 2009 EDITION SECTION 2208 STORAGE RACKS CAPACITY: 3000 # / LEVEL AT TYPE "A" 1500 # / LEVEL AT TYPE "B" CALCS. 1 THRU 5 DRAWINGS: RD -16138 FILE COPY Permit No. EXPIRES 12 -26 -13 crtrweatinA PERMIT CENTER JUL 0 9 2012 p12....22 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 12 2012 City of Tukwila BUILDING DIVISION CORRECTION !_TRH BY -"G. OHANIAN DATE 6-21-12 SUBJECT RAdK DEOI N & EN(INEERIN(4 d0. 412 WEOT BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 2 JOB NO. RD -16138 0 0 a BEAM SEISMIC DESIGN Sox! xl V- _ Rx 1.4 )64,1 Ix =2.66 Sx =1.27 F Y= 55 KSI. LOAD PER BEAM + 25% IMPACT LOAD (3.04.88)+0.5 Kx.25) = 3.0- 1.5 K 2 BEAMS M= „,12 =18"K S R= .55<1.27 A 384.WL4 =.22 " <1 L =.53" x E IBC 2009 (SEC. 2208), RMI SPECS. ASCE 7 -05 (SEC. 15.5.3) S Ds =0.94 (USGS WEB SITE, "SITE CLASS D ") 1 =1 NO PUBLIC ACCESS R =6 MOM. CONN. R =4 BRACED W =D.L.+ 3 PALLET LOAD TYPE "A" LOAD PER COL. - 3x3.0 K =4.5 K 2 COL. P ='2DL+ (4.5Kx0.75) =3.6K W =.2DL+ (4.5,;(1.x0.67)= 3.2 K L= '36 K ONGIT. V = .54 K TRANS. TYPE "B" LOAD PER COL. - 3x1.5 K -2 2 K 2 COL. P =.2DL+ (2.2Kx0.75) =1.9K W =•2DL+ (2.2PLx0.67)= 1.7 K L= .19K ONGIT. V = .29K TRANS. LONGIT. SEISMIC Conterminous 48 States 2009 International Building Code Latitude = 47.446 Longitude = - 122.2544 Spectral Response Accelerations SMs and SMI SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.52 Period Sa (sec) (g) 0.2 1.404 (SMs, Site Class D) 1.0 0.729 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 47.446 Longitude = - 122.2544 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SMI Site Class D - Fo = 1.0 ,Fv = 1.52 Period Sa (sec) (g) 0.2 0.936 (SDs, Site Class D) 1.0 0.486 (501, Site Class D) 18x 5.2"K 12K 5.2"K= 8.7K 06K 8.7"K= 10.4K .36 K 10.4"K 19K 5.5-K 2.8"K 4.6 "K 5.5 "K `BY 'G. OHANIAN RACK DEOI(N & EN(4INEERIN( (JO. DATE . 6-21-12 412 WET BROADWAY, PUITE #204 SUBJECT LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 3 JOB NO.. RD -16138 COLUMN ANALYSIS TYPE "A" 3" - x- -x t =.070" 1I� M J Fy =55 KSI Ae =.62 Ix =.95 Se =.6 rx =1.2 ry =1.1 COMBINED STRESS RATIO Pex= (2 =27.0 Qc =1.8 f2cP Qb =1.67 ax =1 Pox _ - .76 COLUMN ANALYSIS TYPE "B" 1 5/8 "y o 1� x- t =.070" LJ Cmx =.85 Fy =55 KSI Ae =.43 Ix =.54 Se =.4 rx =1.1 ry =0.6 COMBINED STRESS RATIO Pex= r 2E.Ix = 15.0 ax =1 PeP = .78 f2c =1.8 f2b =1.67 Cmx =.85 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR - .18 K KL= 60x1.7 -85 rx 1.2 Kr L = =40 Y • Mn =Se .Fy= 35 f2c.P + f2b.Cmx.M = .90 <1 Pn Mn.ax KL= 60x1.7 =91 rx 1.1 KL _ 44 _70 ry - 0.6 - Mn =Se .Fy= 20 Qc.P + f2b.Cmx.M = .79<1 P„ M,,.ax (2) -1/2 "0 ANCHORS PER BASE PL., 3 1/4" EMB. SIMPSON STRONG BOLT 2 ESR -3037 SPECIAL INSPECTION IS REQUIRED 2 Fe =(KL)2 =40 r 2 F n =F y(.658 c ) =31 KSI Pn= Fn.Ae =19K 2 Fe= (KLj2 =35 r 2 F n =F y(.658 c ) =29 KSI Pn= F1,.Ae = 12K 3.6K 10.4": A c = Fy /Fe = 1.17 Xc<1.5 A c = Fy /Fe = 1.25 Xc <1.5 8 "x5 "x3/8" BASE PLATE 8" By G. OHANIAN DATE . 6-21-12 SUBJECT RACK DE$ION & ENdINEERINc4 CO. 412 WET BROADWAY, PUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 4 JOB NO.. RD -16138 MOMENT AT BEAM CONNECTION .5x.07x1 x65 =2.3 K BEARING CAPACITY OF COL. HOLE 8.7.K 7/16 "0 RIVET A = .1 Fy 79 KSI Pa = .1x79x.4= 3K Ma = (2.3Kx4 ") +(1.1 Kx2 ") = 11.4 "K 3 PIN CONN. CONN. M END — .O1xwI2= 1.4 "K M— 9.6 "K M- 11.0"K SEISMIC TOTAL OVERTURNING TYPE "A" MOT ='54K x2 x202 "x0.66 =144 "K COL. MR = 3.6Kx42 " =150-K NO UPLIFT TYPE "B" MOT =.29 Kx2 X202 "xO.66 =76"K COL. MR = 1.9 Kx42 " = 79 "K UPLIFT = OK 3.6 K 3.6K II : ;I I x I V `J .54K .54K N 29K 42" 1.9 K 1 9K I F\ ;I x N 0 N ttl 0 O co 42" 29K N 0 N O co 9.6'K 9.5-K 10.4 .K TOP LEVEL LOADING W= 0.2DL +1.5u=1.7 K LOAD PER COL. V= .29 K MOT=-29 Kx2 COL x 180 = 103 "K MR = 1.7Kx42 "= 72 "K UPLIFT = 103 K.. 72 "K= .73 K TOP LEVEL LOADING o W= 0.2DL +0.8LL =1.0K LOAD PER COL. V= .16K = .16Kx2 x180 =58 "K MOT COL. MR = 1.0 Kx42" = 40 "K UPLIFT = 5842 -K 40 "K= .43 K BY G. OHANIAN DATE 6-21-12 SUBJECT RAdK DEOI N & EN(4INEERIN(t do. 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 5 JOB NO. RD -16138 LOAD TO DIAGONAL P= .54Kx2 x52 =1.3K COL. 42 FY =55 KSI Ae =.26 rX =.48 Q =.74 L= 52" P0= 3.1 K CHECK WELDS Pn= (1_.01L)L.t.F„ =3.9K C1= 2.55 —11-= 1.5K x2 = 3.0K SIDES CHECK SLAB 3600 1000 V518=23" 3.6x144=51813" .6x 144 =518 °" M= (�2 )2x 1000x 2 x12=1260"# S= 12x62 = 72 6 1260 = 18 <1.6 V'2500 =80 72 BOTH SIDES TYP. 3600# 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL July 3, 2012 • City of f Tukwila Department of Community Development Steve Brewer Cedar Recycling Inc. 441 West Valley Hy S Pacific, WA 98047 RE: Correction Letter #1 Development Permit Application Number D12 -221 MNC Stribbons —1085 Andover Pk E Jim Haggerton, Mayor Jack Pace, Director Dear Mr. Binford, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Fire Department. At this time the Building Department has no comments. Fire Department: Al Metzler at 206 971 -8718 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, r Jen fifer Marshall Per it Technician end File No. D12 -221 W:\Pennit Center \Correction Letters\2012 \D12 -221 Correction Letter # I .doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: July 3, 2012 Project Name: MNC Stribbons Address: 1085 Andover Park East Permit #: D12-221 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. 1. For the existing sprinkler density to be adequate for the proposed storage, aisle widths between racks must be a minimum of 8 ft. The drawings indicate some aisles which are less than 8 ft. wide. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971 -8718. No further comments at this time. *EMIT COORD COP10� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -221 DATE: 07/09/12 PROJECT NAME: MNC STRIBBONS SITE ADDRESS: 1085 ANDOVER PK E Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Public Works AyA Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 07/10/12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/07/12 Approved Approved with Conditions, Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: P PLAN 1 ING SLIP ACTIVITY NUMBER: D12 -221 PROJECT NAME: MNC STRIBBONS SITE ADDRESS: 1085 ANDOVER PK E X Original Plan Submittal Response to Correction Letter # DATE: 06 -25 -12 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: liu ding visio n Public Works n ire Prevention Structural Planning Division Permit Coordinator n fil DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [goK Incomplete DUE DATE: 06-26-12 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route 111 Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -24 -12 Approved Approved with Conditions n Not Approved (attach comments) &f. Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 01\{)91 Departments issued corrections: Bldg ❑ Fire rAi Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 I4 t -Z., Plan Check/Permit Number: D12-221 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued r.� EC EKED ❑ Revision requested by a City Building Inspector or Plans Examiner JUL 0 9 2012 I't[iMIT CENTER Project Name: MNC Stribbons Project Address: 1085 Andover Pk E Contact Person: ` na-w— Phone Number: 2 Co d -730- S' 2-Cp Z 1/z Summary of Revision: � ie,�e.� S uS�w� w �'M� N ( `v �p7' S I p 9 Z ' - ' t Top ©� g' J`�lL'- O 1� Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: /611", Entered in Permits Plus on \applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Peer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with Lai to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name CEDAR RECYCLING INC UBI No. 602084893 Phone 2538040404 Status Active Address 411 W Valley Hwy S License No. CEDARRI981CM Suite /Apt. License Type Construction Contractor City Pacific Effective Date 2/14/2002 State WA Expiration Date 2/18/2014 Zip 98047 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status VALLERI894L7 VALLEY RECYCLING INC Construction Contractor General Unused 7/15/2011 7/15/2013 Active Business Owner Information Name Role Effective Date Expiration Date ECK, JERALD D President 02/14/2002 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 RLI INSURANCE COMPANY SRS1002727 02/13/2002 Until Cancelled $12,000.00 02/14/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 7 Comes River Ins 000513410 12/31/2011 12/31/2012 $1,000,000.0001 /04/2012 6 UNITED NATIONAL INS CO cbl0720839 12/31/2010 12/31/2011 $1,000,000.00 01/04/2011 5 CAPITOL SPECIALTY INS CORP BR00357658 12/31/2007 12/31/2010 $1,000,000.0012 /30/2009 4 FIRST SPECIALTY INS CORP FCP229005444301 12/31/2006 12/31/2007 $1,000,000.00 10/23/2007 3 FIRST SPECIALTY INS CORP FCP229005444300 10/29/2005 12/31/2006 $1,000,000.00 10/23/2007 2 FIRST SPECIALTY INS CORP FCP229005444300 10/29/2005 10/29/2008 $1,000,000.00 10/17/2007 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/Ini/bbip/Print.aspx 08/02/2012 96' -3" 44' -6" LEGEND - SMOKE VENT ['L ] - EMERGENCY LIGHTING NOTES 1. PARCEL #: 262304 -9106 �\ REVISIONS No changes shall he made to the scope of work without prior approval of Tukwila Building Division. r OTT: liavisiona will require a new plan submittal and may_ include additional plan review fees. ' -1 1' 11" 91' 00 00 A 42" X 96" A 42" X 96 A 42" X 96' 42" X 96' 7- A 42 "X96" 42" X 96" -r B 42" X 96" B 42" X 96" B 42" X 96" B 42" X 96" 42" X 96" A 42" X 96' 42" X 96" A 42" X 96" 42" X 96" aa; 42" X 96" 42" X 96" B 42" X 96 B 42" X 96" B 42" X 96' B 42" X 96" B 42" X 96" B 42" X 96" ' • B 42" X 96' B 42" X 96" 00 74' -6" 13' -3" 00 42" X 96' 6" HHEATER OFFICE SEPARATE PERMIT REQUIRED FOR: [rm cnanlca1 Grtlectricai GrPlumbIng GiCas Piping City of Tukwila BUILDING DIVISION 91' 48' -9" • Permit No. 1 •• 1 Plan review approval is subject to errors and omissions. k; pr -'�.' of construction documents does not authorize �E v: Lion of any adopted code or ordinance. Receipt of approved Field Copy and Conditions is aclanowledged By Date: City Of lUkwiIa BUILDING DIVISION sr4ORkitolin JUL. 092012 PERMIT CENTER CORRECTION D12_22. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 12 2012 bL. tM2.- City of Tukwila BUILDING DIVISION EXPIRES 12 -26 -13 w b go 31 it g hM/1141 F. U 0 0 DRAWN BY: JAL SCALE: 3/16 " =1' -0" �� 5/23/2012 DRAWING NO: CHECKED BY: SHEET NO. 1 OF 2 SHEETS j B 42" X 96" B 42" X 96" B 42" X 96" B 42" X 96" B 42" X 96" B 42" X 96" B 42" X 96" B 42" X 96" B 42" X 96" .. -.. - • • v x -K Z 00 74' -6" 13' -3" 00 42" X 96' 6" HHEATER OFFICE SEPARATE PERMIT REQUIRED FOR: [rm cnanlca1 Grtlectricai GrPlumbIng GiCas Piping City of Tukwila BUILDING DIVISION 91' 48' -9" • Permit No. 1 •• 1 Plan review approval is subject to errors and omissions. k; pr -'�.' of construction documents does not authorize �E v: Lion of any adopted code or ordinance. Receipt of approved Field Copy and Conditions is aclanowledged By Date: City Of lUkwiIa BUILDING DIVISION sr4ORkitolin JUL. 092012 PERMIT CENTER CORRECTION D12_22. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 12 2012 bL. tM2.- City of Tukwila BUILDING DIVISION EXPIRES 12 -26 -13 w b go 31 it g hM/1141 F. U 0 0 DRAWN BY: JAL SCALE: 3/16 " =1' -0" �� 5/23/2012 DRAWING NO: CHECKED BY: SHEET NO. 1 OF 2 SHEETS j BRACING CONNECTION DETAIL RACK TYPE "A" 3/8" THK OR i OGA —►� [- --1/2" q 4 1/4" 31/4 "l FLOOR ANCHOR DETAIL SEE NOTES FOR SPECS RACK TYPE "A, B" 1 1/2" .075 THK 5/8" DIA. 2 DOLES 3/8" THK. 1/8" Vl "<BOTH SIDES TYP. BRACING CONNECTION DETAIL RACK TYPE "B" 1 1/4" 1 SECT. A -A RACK TYPE "A" SECT. B - RACK TYPE "N' 8" BASE PLATE DETAIL. (2) -1 /2" ANC 1!C)R BOLTS PD( BAST KLAT 3-1/4" BM B., (SBBN[)Tg NO, 4) RACK TYPE "A" .075 THK —11 1/2" t �1 1/4" SECT.A -.A RACK TYPE "B" SECT, 13,";R' RACK TYPE "" RACK DETAILS SCALE- Y," =1,• A570 Ci O RACE. TYPE "A" .4r0 Q1 O KTYPE'W' 2 /44t AS It 1 3/$" 1 -3i4 5/8" DI . 2 HOLSS L4ffA TI�iK, 3 '0 SAFETY LOCK CAPACITY) ASTM 4576,90p HOT-WROUGHT UN 0 10100 G.CE C -1O1! 3.1/4" n -- 1 ;; CLt tt BoL P 1 ASEP TE MB.. ( OE NOTE tit .41 C T`PE f''i • R1/8" TYP. STRUCTURAL NOTES: 1. DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE 2009 EDITION, SECTION 2208. 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 #777 (E70XX ELECTRODES). 4. ALL ANCHORS TO BE SIMPSON STRONG -BOLT 2 ICC -ES ESR -3037, SPECIAL INSPECTION IS REQUIRED. 5. CONCRETE SLAB 6" THICK 3,200 PSI. SOIL BEARING CAPACITY 2,000 PSF. 6. STORAGE RACK CAPACITY 4,000 #1 LEVEL. 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 (4,000 #1 LEVEL). 8. STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF %" IN 10' -0" OF HEIGHT. 9. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES BETWEEN THE TOP 0 THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. FIRE PROTECTION NOTES: I. SPRINKLER DENSITY IS .395GPM OVER 5,600SQ FT. 2. SPRINKLER HEAD TEMPERATURE IS SET AT 265 °F. 3. CLASS IV COMMODITY, BOWS AND BOX WRAPS STORED IN CARDBOARD BOXES, NON - ENCAPSULATED. 4. TOP OF STORED PRODUCT NOT TO EXCEED 19' -0 ". 5. APPROXIMATE CEILING HEIGHT 24' -7, 22' -4" TO BEAMS, 21' -6" TO LOWEST PIPE. EXITING NOTES: 1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. i1 b •--472412., I RACK TYPI ' BEAM FACE REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 1. 2 2012 City of Tukwila BUILDING DIVISION CITY TIJKVVILA JUL 0 9 2012 PERMIT CENTER N a 03 ghlido co N oo • oo �c cn w ZQ I- (..) o c) ME CD 4ct DRAIN Br:: JAL AS SHOWN DATE: 7/8/2012 DR IIIM NO: CH JID BY.• SIFT NO. 2 0P 2 saws