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HomeMy WebLinkAboutPermit D13-202 - MECHANICAL SOLUTIONS NW - TENANT IMPROVEMENTMECHANICAL SOLUTIONS NW 18296 ANDOVER PK W D13-202 Parcel No.: Address: Suite No: Project Name: City oilkukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3523049018 18296 ANDOVER PK W TUKW MECHANICAL SOLUTIONS NW Permit Number: Issue Date: Permit Expires On: D13-202 06/25/2013 12/22/2013 Owner: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA WA 98138 Contact Person: Name: MIKE SORENSON Address: 1100 SW SEVENTH ST , RENTON WA 98057 Contractor: Name: NORTH WEST HANDLING SYSTEMS INC Address: 1100 S.W. 7TH STEET , RENTON, WA 98055 Contractor License No: NORTHWH275JF Lender: Name: N/A < $5,000.00 Address: , Phone: 206-818-4488 Phone: 206 255-0500 Expiration Date: 10/09/2013 DESCRIPTION OF WORK: INSTALLATION OF EXISTING PALLET RACK IN NEW FACILITY. PLEASE SEE ATTACHED DRAWINGS, ENGINEERING AND SUPPLEMENT FOR COMMODITIES, BUILDING INFORMATION, RACK SPECIFICATIONS .AND LOCATIONS. Value of Construction: $0.00 Type of Fire Protection: SPRINKLERS Type of Construction: Electrical Service Provided by: PUGET SOUND ENERGY Fees Collected: International Building Code Edition: Occupancy per IBC: $275.43 2009 0025 **continued on next page** doc: IBC -7/10 D13-202 Printed: 06-25-2013 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: Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non -Profit: N Private: Public: Date: I hereby 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: Print Name: f- "" 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. Date: v 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: 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. doc: IBC -7/10 D13-202 Printed: 06-25-2013 6: All construction shall be done in conform with the approved plans and the requireme of the International Building Code or International Residential C International Mechanical Code, Washingto to Energy Code. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 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: Clearance between ignition sources, such as light fixtures, heaters and flame -producing devices, and combustible materials shall be maintained m an approved manner. (IFC 305.1) 12: 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) 13: 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 sprinlder at the 15 foot elevation of the column, (c) ceiling sprinlder density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 14: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 15: 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) 16: 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) 17: 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) 18: 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) 19: Maintain fire extinguisher coverage throughout. 20: 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 #2328) 21: 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 #2328) (IFC 104.2) 22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. doc: IBC -7/10 D13-202 Printed: 06-25-2013 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: (0--(3 Date Application Expires: ()_-10_(5 For o zee use onl CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 1 53 029 4,010 Ver �J< L/ Tenant Name: /(4L(44niCu-F' (ctit/tv King Co Assessor's Tax No.: Suite Number: PROPERTY OWNER Name: Sw-25+ale, fea/►nr' 'ifs Address: 5 Jct// gl , far- Dr, C /State: City: —7--4 / �/ `(c vA Zipi/p/ 8 CONTACT PERSON — person receiving all project communication / _ _ � Name: /�i Ike, / (oei `'i1 Address: 0O \v. 7e S 7 - City: 72tit) .„., State: /A- Zip:70 -7 Phone: doG . a i g,yiU g Fax: �'.5,0 _ 0 6! l e Email: Imso fwsco l i 77 't0/ S, cow GENERAL CONTRACTOR INFORMATION Company Name Orifil t- es f' / J_1 J 7 Address:��00 S �, 76 .c.///«« City: RSA/ -/1 State: • /, / Zip �ts 7 Phone: i{,� S - ?cc-, 06-6 Fax: vac; N. 6i 9-14 Contr Reg No.Nc 1 tivii 0.73-3.F Exp Date:/0 /9 /3 Tukwila Business License No.: 1-1:1Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised. August 2011 bh Floor: l New Tenant: ©Yes ..No OF RECORD Company Name 4 de S/ , (-",,wiv) rci, , Engineer Name: ��/` 6)/14 h Lo Co 'any Name: y. /./� / State: Zi Citp94,76)Y Phone:ga,,,, k) _fig r 0 Fax:s.v8 eve.), ,,,s,/,..? Architect . 1 e: City: Address: State: Zip: City: tate: Zip: Phone: Fax: Em.' . ENGINEER OF RECORD Company Name 4 de S/ , (-",,wiv) rci, , Engineer Name: ��/` 6)/14 h Address:* #,Oadfi S y. /./� / State: Zi Citp94,76)Y Phone:ga,,,, k) _fig r 0 Fax:s.v8 eve.), ,,,s,/,..? Email: 1����t LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: ( 1����t City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ � d 490 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): , A 641;(.../., ext s t�l(�f r�rlc , ..? /+.�.) /l') • �.4 a 6c61 c taimi .. , R.+ i,t...0G.'--7 , I' rL +l0 4 ()Cr (001rno d, 4cs, 19i(thiJs ;,A,KA)4ch, rot (jC _sI L,4c-i.1i'c"S - 1aC'ci .,,,,.5`tplc- _� Will there be new rack storage? VrYes ❑.. 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: Will there be a change in use? ❑ Yes Compact: Handicap: No If -yes-, explain: FIRE PECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes �No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11 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 1St Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck t 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: Will there be a change in use? ❑ Yes Compact: Handicap: No If -yes-, explain: FIRE PECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes �No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11 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 1 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 AUTD AGENT: Signature: Date: (‘/-3/ 3 Print Name: 1 1L SC` S c n Day Telephone:?e6 " /4 - ` Lae Mailing Address: 1 1 4 0 5W 7 H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh &'fr 2 7 City 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: httn://www.TukwilaWA.gov Parcel No.: 3523049018 Address: 18296 ANDOVER PK W TUKW Suite No: Applicant: MECHANICAL SOLUTIONS NW RECEIPT Permit Number: D13-202 Status: APPROVED Applied Date: 06/10/2013 Issue Date: Receipt No.: R13-01967 Payment Amount: $168.70 Initials: WER Payment Date: 06/25/2013 09:12 AM User ID: 1655 Balance: $0.00 Payee: MICHAEL SORENSON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 071112 168.70 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 164.20 640.237.114 4.50 Total: $168.70 Printar4• (1R-95-9(113 • 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 RECEIPT Parcel No.: 3523049018 Permit Number: D13-202 Address: 18296 ANDOVER PK W TUKW Status: PENDING Suite No: Applied Date: 06/10/2013 Applicant: MECHANICAL SOLUTIONS NW Issue Date: Receipt No.: R13-01845 Payment Amount: $106.73 Initials: WER Payment Date: 06/10/2013 09:50 AM User ID: 1655 Balance: $168.70 Payee: MICHAEL SORENSON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 034912 ACCOUNT ITEM LIST: Description 106.73 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 106.73 Total: $106.73 rdnr• aeroint_na Printed- 06-10-2013 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) 431-2451 Prb'ect: -Type I OG�FiN;0A t pI-t_11,o,�JS of Inspection: 1-- ; ti Fl C� Address: 1�ac1Ca ANrk ''(?KW Date Called: ('e I'Ir.1,FtL.! Le -te-- Special Instructions: Date Wanted: 6-27-l' a.m. Requester: Phone No: J -Approved per applicable codes. t� Corrections required prior to approval. COMMENTS: (‘M,t Cevyks) I >r AP r , Niri I • ('e I'Ir.1,FtL.! Le -te-- J0vvt A A R (A ski PC\ (o'Z7- t2, DateL, z7_ c-A-P.---/---k- Insp ?- Insp tor: ri INSPECTION FEE FEaUIRED. Prior to next inspection, fee must be • id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA. BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 t►(L. (206) 431-3670 Permit Inspection Request Line (206)"431-2451 - Project: - Mee t-1 A Kii: ' c)L- i Type of Inspection:. C -FA L Address: t2(o r',n 1 P u3...- Date Called:` Special Instructions: a Ati A 00, D Date Wanted: (0 Z 7-1 3 Ca.m: p.m. Requester: eP — eOOC Phone No: . at) 4.H 3,-1 c-174-1 3 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: fp A. Neil 04Z)w4 � E{� rv14 i•-12A� On/\ \r-, R7--) • et n EI p d Date: Ca- 27-13 SPECTION FEE REQ IRED. Prior to next inspection. fee must be at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit h/3-ao PERMIT NUMBERS ,,.. _ .CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Par °east, Tukwila, Wa. 98188 206-575-4407 _ yledNic.4-L 1w�, opus p u Ty7ef --Insp.ection:Project: Address'. •/,a_q b Suite #: (*piA) Contact Person: Special Instructions: Type: Phone No.: 7 -Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits:Occupancy Type: Inspector: b,_ 5�--- Date: 6/2,d5 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 Masonry Asphalt Roofing P iling S t e el S oils Wood June 27, 2013 File: 13-331 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit No.: Mechanical Solutions N.W. 18296 Andover Park W. D13-202 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INCPECTION AND MATERIAL TE3TIN6 NATIONALLY ACCEPTED LADORATORY RECEIVED CITY OF TUKWILA JUN 272013 PERMIT CENTER 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 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. &a?is- Kimberle Anderson President CC: North West Handling -Tony Johnson, Mike Sorenson Tel: (425) 881-5812 Fax (425) 881-5441 e 7126 180th Ave. NE P.O. Box, 2523 e Redmond, WA 98073 Client: Northwest Handling Systems, Inc. 1100 SW 7th St. Renton, WA 98055-2939 Contact: Tony Johnson Field Report Report #: 57886 Project Number: 13431 Permit #: D13-202 Project Name: Mechanical Solutions NW Address: 18296 Andover Park West Inspection Performed: Proprietary Anchors Date: 6/25/2013 Time: 11:30:00 AM Temperature: Inspected anchoring of racks base plates, 1/2" diameter with 3 1/4" embedment. Hilti Kwik Bolt TZ, 1 per plate installed in conformance with plans. Verified torque at 40 ft. lbs., all bolts in compliance with ESR 1917. C,Ty OF TV ED KWILA JUN 2? 2013 PERMIT CENTER Distribution: © Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner Q Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Panov, Krasimir Reviewed by: Mike Blackwell Ail reports are considered confidential and are the property of the client and R.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden NORTHWEST HANDLING S Y S T E MS, I N C. The Material Handling Experts 1100 SW 7th St Renton, WA 98057 (425) 255-0500 ph (425) 228-6946 fax ATTENTION FIRE AND BUILDING DEPARTMENTS RACK INFORMATION SUPPLEM SITE ADDRESS: 18296 Andover Pk W. TENANT NAME: Mechanical Solutions DATE: June 3, 2013 APPLICANT: Mike Sorenson / (206) 818-4488 VIEWED FOR CODE COMPLIANCE APPROVED JUN 2 12013 City of Tukwila BUILDING DIVISION 1. Load application and rack configuration drawings attached. 2. Attached plans detail the rack locations, dimensions, and specifications. Attached plans detail the building/site plan. 3. Stamped engineering calculations attached. 4. 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. 5. Commodities stored: Mechanical, plumbing, Et heating equipment. Valves, tanks, pumps, fittings, vents, etc.. All stored in cardboard boxes on wood pallets. Non encapsulated. 6. Sprinkler System Information: .39/5600 165 degree heads 7. Smoke and heat vents: In place. 8. Building egress and exits indicated on attached drawings. RECEIVED CITY OF TUKWILA JUN 1 0 2013 PERMIT CENTER BY G. GHANIAN DATE 5-31-13 SUBJECT RAdK DEOI({N & ENOINEERINd do. 412 WEST BROADWAY. BUITE #204 dLENDALE. dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO 1 JOB NO. RD -16750 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: MECHANICAL SOLUTIONS NW 18296 ANDOVER PARK WEST TUKWILA, WA 98188 PER IBC 2009 EDITION SECTION 2208 STORAGE RACKS CAPACITY: 1000 # / LEVEL AT TYPE "A" 1500 # / LEVEL AT TYPES "B" & "C" CALCS. 1 THRU 8 DRAWINGS: RD -16750 EXPIRES 12-26-13 � 13-�11Z FrF, REVIEWED FOR CODE COMPLIANCE APPROVED JUN 21 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 102013 PERMIT CENTER BY G. OHANIAN DATE . 5-31-13 SUBJECT RACK DEPII(N & EN(INEERIN(t CO. 412 WEOT BROADWAY, BUITE #204 WLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO 2 JOB NO. RD -16750 106" TYPE "A" SEISMIC DESIGN V- :)-1C14 xW IBC 2009 (SEC. 2208), RMI SPECS. ASCE 7-05 (SEC. 15.5.3) S D4 =0.93 (USGS WEB SITE, "SITE CLASS D") 1=1 NO PUBLIC ACCESS R=6 MOM. CONN. R=4 BRACED W=D.L.+ 3 PALLET LOAD LOAD PER COL. - 2x1.0 K -1.0.K 2 col. P=.2DL+ (1'OKx0'75)=1.0K SIDE VIEW r4, Conterminous 48 States 2009 International Building Code Latitude = 47.438391 Longitude = -122.25506299999999 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Tv x S1 Site Class D - Fa = 1.0 ,Fv = 1.525 Period Sa (sec) (g) 0.2 1.390 (SMs, Site Class D) 1.0 0.724 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 47.438391 Longitude = -122.25506299999999 Design Spectral Response Accelerations SDs and SDi SDs = 2/3 x SMs and 5D1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.525 Period Sa (sec) (g) 0.2 0.927 (SDs, Site Class 0) 1.0 0.483 (SD1, Site Class D) LONGIT. SEISMIC W=.20L+ (1.0PLx0.67)= 0.9 K 06K 1 1"K M \LONGIT. 10K 04K 1 .1 K= 7.7"K V = .14K TRANS. COLUMN ANALYSIS Fy=55 KSI Ae=.54 Ix=.67 Se=.4 rx=1.1 ry=0.6 .10K KL = 82x1.7 =126 Fe= 7r2xE - 18 rx 1.1 (KL)2 rx KL _ 42 =68 ry -0.6- Fn=Fy(.877)=16 KSI Xc>1.5 x2 Mn=Se .Fy= 24 c Pn=Fn.Ae = 9.0 K 0 �c=JFy/Fe = 1.73 COMBINED STRESS RATIO 12c C2b.Cmx.M _ Pex= (IL L)2 = 10.0 Oc=1.8 Pn + M,.ax -.73<1 KLC2cP - Ob=1.67 ax=1- Pex .83 Cm x=.85 BY G. OHANIAN DATE . 5-31-13 SUBJECT RACK DEIN & ENdINEERIN( CO. 412 WEOT BROADWAY, �1UITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO 3 RD -16750 JOB NO. BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .10 K (1)-1/2"0 ANCHOR PER BASE PL., 3 1/4" EMB. HILT! KWIK BOLT—TZ ESR -1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION .5x.09x 1x65=2.9 K BEARING CAPACITY OF COL. HOLE 7/16"95 RIVET A = .1 Fy = 79 KSI Pa = .1x79x.4 = 3 Ma = (2.9 Kx4")+(1.5 Kx2") = 14.6 "K 3 PIN CONN. CONN. MEND - .01 X W 12= .5 .K M- 4.4"K M— 4.9 SEISMIC TOTAL OVERTURNING MOT =.14I&2 x 138"x0.66 =26"K COL. MR = 1.OKx36"= 34"K NO UPLIFT .14K 1 0K 1 0K I F\ 7i ,L \, 1 OK 3"x3"x1/8" BASE PLATE i0 .14K 0 fV 36" TOP LEVEL LOADING W= 0.2DL+0.5LL 0.7K LOAD PER COL. V= .12 K MOT=.12Kx2 x120=28"K COL. MR = 0.7 Kx36" = 25"K UPLIFT = 283625"K= 08K BY 'G. OHANIAN DATE . 5-31-13 SUBJECT RAdK DEOI(N Sc EN(INEERINd d0. 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO 4 JOB NO. RD -16750 106" in n TYPE "B" BEAM Ix=1.31 Sx =.67 FY= 55 KSI. 36" 1 1 36 SIDE VIEW LOAD PER BEAM + 25% IMPACT LOAD (1.5 Kx.88)+(0.8 Kx.25) = 1.5= 0.81( 2 BEAMS LOAD PER COL. - 3x1.5 K -2 2 K 2 COL. P=.2pL+ (2.2Kx0.75)=1.9K W=.20L+ (2.40(0.67)= 1.7 K K LONGIT. • 1 9 V = .28K TRANS. COLUMN ANALYSIS COMBINED STRESS RATIO Pex= (KE)IZ = 42.0 ax=1- Pex = .92 M= 8=10"K SR= .30<.67 a A= 384.1 L E =.30"< 180 =.59" 384.1x .E KSI Ae=.54 Ix=.67 Se=.4 rx=1.1 ry=0.6 Qc=1.8 iib=1.67 Cmx=.85 LONGIT. SEISMIC 10K 05K 2 9-K 03K 1.6K KL=40x1.7 _61 rx 1.1 KL_ 42 ry - 0.6 - 68 Mn=Se .Fy= 24 C2c.P + Qb.Cmx.M -_.62<1 Pn M1,.ax 19K 2 Fe= (KLj2=63 ry 2 F=F y(.658 A c )=38 KSI Pn= F .Ae = 20K 0 2.9"K 1.6 K 7.2 K Xc= y/Fe = 0.93 Xc<1.5 BY G. OHANIAN DATE .5-31-13 SUBJECT RAdK DEIN Sc ENdINEERIN( do. 412 WET BROADWAY, filUITE #204 LENDALE, OA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO 5 JOB NO.. RD -16750 BASE PLATE ANCH. TENSION = ANCHOR SHEAR = .19 K (1)-1/2"0 ANCHOR PER BASE PL., 3 1/4" EMB. HILTI KWIK BOLT—TZ ESR -1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION 1.9 K 3"x3"x1/8" BASE PLATE .5x.09x1 x65=2.9 K BEARING CAPACITY OF COL. HOLE 1.6 •K 4.4"K 7/16"0 RIVET A=.1 Fy=79KSI Pa = .1x79x.4 = 3 K Ma = (2.9 Kx4")+(1.5 Kx2") = 14.6 "K 3 PIN CONN. CONN. MND- .01 x W 12= .8 "K M — 4.4"K M — 5.2"K SEISMIC TOTAL. 7.2 K TOP LEVEL LOADING OVERTURNING MOT=.28 Kx2 x138"x0.66 =51 "K COL. MR = 1.9 Kx36"= 68"K NO UPLIFT 28K 19 19K 1 x I V \� 28K 0 36" M W= O.ZpL+O.BLL 1.0 K LOAD PER COL. V= .16 K MOT=.16Kx2 x120 =38"K COL. M R = 1.0 Kx36" = 34"K UPLIFT = 3836,34"K_ .1 1 K - BY G. OHANIAN DATE .5-31-13 SUBJECT RAdK DEOI N & ENG1INEERINGt do. 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO 6 JOB NO.. RD -16750 106" TYPE "C" LOAD PER COL. = 4x1.5 K =3.0 K 2 COL P=.20L+ (3.0Kx0.75)=2.4K W=.201 f (3.OPLx0.67)= 2.2 K L= K ONGIT. '24 V = .37K TRANS. COLUMN ANALYSIS COMBINED STRESS RATIO Pex= T E.IX = 42.0 ax=1— Pex .90 Fy=55 KSI Ae=.54 Ix=.67 Se=.4 rx=1.1 r=0.6 Qc=1.8 f1b=1.67 Cmx=.85 SIDE VIEW LONGIT. SEISMIC 09K 1.4"K 07K 1.4-K = 2.0"K 05K 2.0-K = 2 1'K 03K 2.1"K = 4.7K KrxL=40x11.1.7 =61 KL_ 42 ry—0.6-68 Mn=Se .Fy=24 Oc.P + f1b.Cmx.M = 82<1 P� Mn.ax .24K Fe= n2xE 63 (KY)2 2 F n=F y(.658 c )=38 KSI Pr,= F„ .Ae = 20 K 0 Xc = V'Fy /Fe = 0.93 Nc<1.5 BY G. OHANIAN DATE 3-31-13 SUBJECT RACiK DEOIC N & ENCiINEERINC# dO. 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 7 JOB NO. RD -16750 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .24 K Q 3"x3"x1/8" I , BASE PLATE 2.4 K (1)-1/2"0 ANCHOR 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 BEARING CAPACITY OF COL. HOLE 2.2 7/16"ID RIVET A = .1 Fy = 79 KSI Pa = .1 x79x.4 = 3 K Ma — (2.9 Kx4")+(1.5 Kx2") = 14.6 "K 3 PIN CONN. CONN. MEND = .01 X W 1 2= .8 "K SEISMIC TOTAL OVERTURNING MOT =.37I&2 x 138"x0.66 =67 "K COL. MR = 2.4Kx36"= 88"K NO UPLIFT .37K 2 4 K 2.4K I x V NI so IC: M .37K 0 N 36" 42" 5.7 -K 9.2 "K 5.7 'K TOP LEVEL LOADING W= 0.2DE 0.8u 1.0K LOAD PER COL. V= .16K MOT=.16Kx2 xCOL120 =38"K MR = 1.0 Kx36" = 34"K UPLIFT = 38"IL34"K= .1 1 K 36" BY G. OHANIAN DATE .5-31-13 SUBJECT RAdK DEOI4N & ENdINEERIN( d0. 412 WET BROADWAY, OUTTE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 8 JOB NO.. RD -16750 LOAD TO DIAGONAL P = .37 Kx2 x 52 = .92 K COL. 42 FY =55 Ksl A=.29 rX =.46 L= 52" P°=3.1K CHECK WELDS Pn= C1 .01L)L.t.F� = 5.36K 0= 2.55 -0-= 2.1K x2 — 4.2K SIDES CHECK SLAB ?000 — 2.4 400 ° 2.4x144=345 345=19" M= (12 )2 x1000x x12=1042 "# S= 12x62 = 72 6 1042 = 14<1.6V'2500 =80 72 BOTH SIDES TYP. 1/8 F1.5" t=.06" TYP 1/8 2400# 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL PLAN REVIEW CHECKLIST - (Nonstructural) By: Date: -12--13 o Permit App. /7-- 2 ai IBC Edition & State Amend. Project title:J/ 71/ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Classify the building or portion thereof in accordance with Chapter 3 Determine the type of construction of the building in accordance with Chapter 6. Determine if the location of building on the site and clearances to property lines and other buildings on the site plan are in accordance with code provisions. Review for conformity with General building height and area limitations in accordance with Chapter 5. (ii;K- Review for conformity with special detailed requirements based on use and Occupancy. N,gr Review for conformity with Type of Construction requirements of Chapter 6. Review for conformity with Fire and Smoke protection features of Chapter 7. Review for conformity with requirements of interior finishes of Chapter 8. Review for conformity with requirements for fire protection systems of Chapter 9. (41-1eview for conformity with requirements for means of egress requirements of Chapter 10 X) Review for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 X --. Review for conformity with Washington State Energy Code. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ✓ In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. PERMIT• COORD COPY � PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-202 DATE: 06-10-13 PROJECT NAME: MECHANICAL SOLUTIONS NW SITE ADDRESS: 18296 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPAR—MENTS: Building Division e'� Public Works ❑ t/ Fire Prevention Structural Planning Division n Permit Coordinator m DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 06-11-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route till Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07-09-13 Approved n Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 Contractors or Tradespeople Per Friendly Page • General/Specialty Contractor A business registered as a construction contractor with LEI 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 NORTH WEST HANDLING SYS INC UBI No. 600051641 Phone 4252550500 Status Active Address 1100 Sw 7Th St License No. NORTHWH275JF Suite/Apt. License Type Construction Contractor City Renton Effective Date 4/6/1973 State WA Expiration Date 10/9/2013 Zip 980552939 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date FRANCK, JAMES JEROME President 01/01/1980 Amount KOSTY, CLARK RANDOLPH Treasurer 01/01/1980 6302C242044TIA12 THOMAS, KEVINA 10/01/2013 01/01/1980 09/28/2011 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 6 TRAVS 81S103354822BCM 10/01/2001 Until Cancelled $12,000.00 10/09/2001 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 32 Travelers Indemnity Co of Ame 6302C242044TIA12 10/01/2012 10/01/2013 $1,000,000.00 09/26/2012 31 Valley Forge Ins Co 4015483385 10/01/2011 10/01/2012 $1,000,000.00 09/27/2011 30 NATIONALTFIRE ADV4015483385 10/01/2010 10/01/2011 $1,000,000.0009/20/2010 29 ACE AMERICAN INS CO PMDG24651605002 10/01/2008 10/01/2010 $1,000,000.0009/30/2009 28 ACE AMERICAN INS CO PMDG23858769 10/01/2007 10/01/2008 $1,000,000.00 09/28/2007 27 ACE AMERICAN INSURANCE COMPANY PMDG22904279 11/01/2006 11/01/2007 $1,000,000.0010/27/2006 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 Infractions/Citations Information No records found for the previous 6 year period httns://fortress.wa. eov/lni/bbin/Print. aspx 06/25/2013 SPECIAL INSPECTION FOR STORAGE RACKS (OVER 8 FEET) Periodic special inspection is required during the anchorage of access floors and storage racks 8 feet or greater in height in structures assigned to Seismic Design Category D, E or F. IBC 1707.5 and TABLE 1704.4 (4) Inspection of anchors installed in hardened concrete. TYPE 3 42X106 42X106 TYPE 2 42X106 42X106 42X106 42X106 42X106 144' TYPE 1 42X106 42X106 42X106 0 x , 0 x CN 0 X CNI 13' 12' 0 20' EXIT 0 TYPE 2 0 #1, 36X106 36X106 36X106 36X106 36X106 36X106 36X106 36X106 36X106 36X106 36X106 36X106 36X106 36X106 13'-7" TYPE 3 i 0 36X106 1 36X106 36X106 36X106 36X106 36X106 36X106 36X106 36X106 36X106 36X106 36X106 36X106 36X106 13' -7" 0 0 0 36X106 36X106 36X106 36X106 36X106 36X106 36X106 36X106 33'-11" 0 J EXT EXIT TYPE 3 PLAN VIEW SCALE: 1/8" = NORTH SITE MAP SEPARATE PERMIT REQUIRED FOR: 1: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila\Building Division NOTE: Revisions will require a ne;^i ranr, hm and may include additional plan rev v.f REVIEWED FOR CODE COMPLIANCE APPROVED JUN 21 2013 City of u iIa BUILDIN D ISION FIELD COPY Permit IVa 1)11') This set of construction documents esti be kept at the site of work and shall be open to inspection by the Building Official or a duly authorized representative. City Of Tukwila BUILDING DIVISION bl-2o2 RECEIVED CITY OF TUKWILA JUN 1 0 2013 PERMIT CENTER #'1...3.4" BOTH ,.r 1.4 x $o to `•.' r. 1to5 SIDE TYP.1 ., \ , 7 V fi l'__...,.,., h M t=006" 3�8To� S A 3 1 1/2" B C3 2 3/4" .. t IP 0 47 I P IN °tb S �, AFS �o 0 # dock ACID) 1rI�, IN gz �, .. aL,1 �U TYP 1/8 Pr j,..743 t=.06" SEC. A -A I / 0E0 - --_ —_ — , 1/8 ► 1 c, �--I -�1___ 08.!.I In t=.09" 0 0 11 1 Pri.5P)16, i a ii II 0 , r----, , __.__v\___ � lir: el 11 .',.• .• � •',,.• ♦ CO it 8.4 (1)-1/2"0 ANCHOR 3 1/4" EMB., (SEE BOLT PER BASE PLATE NOTE NO. 4) 0 o SEC. B -B 7/16 Qf RIVET ° ro Or, ASTM HOT G10100 A576-908 -WROUGHT UNS GRADE C-1010 t=3/16" -Z3' rn BRACING DETAIL C27 BASE PLATE DETAIL 1� 3 PIN CONNECTION J ROW SPACER fAI 0I ./ 4/ ° o o ° o ° ° ° ° •,,► oe ✓ � �O 'e a°°1,• 1, • •. Q o, 0' 0 (1 ° ar ° o Q 0 0 . 0' oo 1 ' r � ; dill h1 ® •qQ U° 400 ° 0 °ao 400 °oo 4° 4Q 4 000 °00 q4 0 Q 0 o o 0 61 0 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 21 2013 City of Tukwila GENERAL CONFIGURATION BUILDINu DIVISION .._.] NOTES: 106�� 106„ 106�� 42”42�� 42" 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 #00777 (E7oXX ELECTRODES) 4 -ALL ANCHORS HILTI KWIK BOLT -TZ ESR -1917 SPECIAL INSPECTION IS REQUIRED 5 -CONCRETE SLAB 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF 6 -STORAGE RACK CAPACITY: 1000 /LEVEL AT TYPE "A" 1500 #/LEVEL AT TYPES "B" & 'C" 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 1000 #/ LEVEL & 1500 #/ LEVEL 8 -STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF 1/2" IN 10'-0" OF HEIGHT © / © a 36" il 111 36" Q 36" 9 -THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR •••� i=ce "� I �\ 1.�1 1 co; 1, 1 10 -STORAGE RACK AREA NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY M _ M N I 1 J+, ISI I 0 I RECEIVED `� CITY OF TUKWILA = it _ N � CVpj E N Ni. VA JUN ; U 2013 N N i lI ' 4 N N i�' N .— = N N 2. 0 2..... I I. ©c., ` I. PERMIT etrvTER N �� R 4 i i 0 00 P CV /p2r 0 1O �t .,. ,1x0N� RACK DESIGN AHD ENGINEERING _ °°,r '���■' 4°g `' �1 1� 412 WEST BROADWAY SUITE #204, GLENDALE, DA. 91204 . ... , .. • . , . , :: ;, .-1-; • 4 :: �-- - -, �� , cog SCALE: NONE DRAWN BY: _ v! DATE: 5-31-13 • A 0 �4,••.a 1✓a�' � PROJECT: MECHANICAL SOLUTIONS NW 18296 ss �� �� Of ANDOVER PARK WEST, TUKWILA, WA 98188 TYPE Ai� CO, B TYPE C» SIDE VIEW /ON & STORAGE RACK DETAILS Joe No. RD -16750 SHEET N0. EXPIRES 12-26-13