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HomeMy WebLinkAboutPermit D13-035 - HEATCON - TENANT IMPROVEMENTHEATCON 1057 ANDOVER PK E D13-035 City okukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: htto://www.TukwilaWA.gov Parcel No.: 2623049019 Address: 1057 ANDOVER PK E TUKW Suite No: Project Name: HEATCON DEVELOPMENT PERMIT Permit Number: D13-035 Issue Date: 02/08/2013 Permit Expires On: 08/07/2013 Owner: Name: M3 PROPERTIES LLC Address: C/O JSH PROPERTIES INC , 14900 INTERURBAN AVE S #130 98168 Contact Person: Name: CAREY FERGUSON Address: 500 SW 16 ST , RENTON WA 98057 Contractor: Name: MR RACKS LLC Address: 500 SW 16 ST , RENTON WA 98057 Contractor License No: MRRACRL924BN Lender: Name: Address: Phone: 253-569-9765 Phone: 425-207-0058 Expiration Date: DESCRIPTION OF WORK: PERMIT FOR EXISTING RACKS Value of Construction: $0.00 Type of Fire Protection: SPRINKLERS Type of Construction: Electrical Service Provided by: PUGET SOUND ENERGY Fees Collected: $243.92 International Building Code Edition: 2009 Occupancy per IBC: **continued on next page** doc: IBC -7/10 D13-035 Printed: 02-08-2013 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: N Number: 0 N Start Time: Volumes: Cut 0 c.y. Start Time: Size (Inches): 0 End Time: Fill 0 c.y. End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non -Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: — 13 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 construction or the pe • --- ce ofwo to this permit. resume to give authority to violate or cancel the provisions of any other state or local laws regulating au ed to sign and obtain this development permit and agree to the conditions attached Signature: Print Name: K t Date:c / 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: 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 D13-035 Printed: 02-08-2013 6: All construction shall be done in conform with the approved plans and the requirem of the International Building Code or International Residential International Mechanical Code, Washingt 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. doc: IBC -7/10 D13-035 Printed: 02-08-2013 CITY OF TUKiA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov 3 Building Per..t No. '- O Project No. Date Application Accepted: t � � 13 Date Application Expires: "7 •--61 -- 3 (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 �King Co Assessor's Tax No.: Site Address: 1 U7 ASCU �� t' pm.k.P6JU E . ///`4LSuite Number: Floor: Kea e), v. Tenant Name: PROPERTY OWNER ��nn Name: I rl"� prohiS LLQ Address 1 os- 1 Atdolfe r Tai, - L. City: /6/1 State:/ ,4 Zip fvs7 GLJf'�D-7- City: I L( .ot i aL State: itA' Zip:9ft, CONTACT PERSON - person receiving all project communicationca 1 e -i S 6-x_ Name: l.(1t-/� ''' -015,0 Address: S0 / 1 / � T City: /6/1 State:/ ,4 Zip fvs7 GLJf'�D-7- Phone: 3.5--&g-9 ax 5-0/6 Email: 0,4(24_ ? %%i%r/'aC , d 6.1 Y4 GENERAL CONTRACTOR INFORMATION Company Name: C// _37 Address: 23e) <ty2 ,) /65/".2 $ / City: , C /1 State:/0,4 Zive fas � Phone:: 3 -SO.9 sFax: ,s. --._.d07_.... S6/6 Contr Reg No.W,e/ CRL'ohe,,t p Datf;, D/3 �� Tukwila Business License No.: H:Wpplications'Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12. docx Revised: February 2012 bh New Tenant: ❑ Yes [:No ARCHITECT OF RECORD Company Name: ` �Q ` j A/Q / / , L �� Engineer Name: gs7 / 72<a 7j1/�-! ra_ Company Name: City: Z,ti - State 2, Q"O Phone z_ls--/... .736. 3 Fax:// Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: ` �Q ` j A/Q / / , L �� Engineer Name: gs7 / 72<a 7j1/�-! ra_ Address: „0/.. - it.lo clei n'e__ 3E City: Z,ti - State 2, Q"O Phone z_ls--/... .736. 3 Fax:// Email: NC fes -�� !'701 42 —u.j 1. e ©hid.. LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 r> Valuation of Project (contractor's bid price): $ J 000 Existing B 'Iding Valuation: $ Describe the scope of work (please provide detailed information): b, A011 vLfif� Will there be new rack storage? 4...Yes ❑ ..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? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Uti Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ,CcJ' 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wppltcations\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing , Interior Remodel Addition to' Existing Structure New Type of Construction per IBC ' TYPe of;" , Occupancy per IBC ,151 Floor `2nd Floor ,3rd Floor Floors th`ru' 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? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Uti Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ,CcJ' 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wppltcations\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 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 Signature: Print Name: HORIZ Mailing Address: ,�2I) /4 ST• H:\Applications\Forms-Applications On Line\2012 Apphcations\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Date: /-3/-13 Day Telephone: 2 -C'r Gc,,4— ''�OS7 State Zip Page 4 of 4 rPLIGWo1S PERMIT INF [ATION :206 433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by Ki ounty Health Department. ❑ ... Highline ❑ ...Valley View 0...Renton ❑ ...Sewer Availability Provided 0... Renton ❑... Seattle Submitted with Application (mark boxes hich apply): ❑ .. Civil Plans (Maximum Paper Size — 2 ❑ .. Technical Information Report (Storm Dr ❑ .. Bond 0...Insurance Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 ho ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way x 34") age) Easement(s) ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards 0 O ... Geotechnical Report 0...Maintenance Agreement ❑ .. Traffic Impact Analysis El.. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) ❑...Right of way - Profit for less than 72 hours ❑ ... Right-of-wa d se — Potential Disturbance W in Flood Zone orm Drainage ❑ .. Sanitary Side Sewer ❑... Abandon Septic T 11...Grease Interceptor ❑ .. Cap or Remove Utilities 0...Curb Cut ❑... Channelization 0 .. Frontage Improvements El...Pavement C 0... Trench Excavation ❑ .. Traffic Control ❑... Looped Fi me 0...Utility Undergrounding ❑ .. Backflow Prevention - Fire Protection " Irrigation " Domestic Water ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size ❑ .. Sewer Main Extension Public ❑ .. Water Main Extension Publi FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 .. Water ❑ .. ewer ❑ .. Sewage Treatment Monthly Service Billing to Name: Day Telephone: Mailing Address: O # (2) " WO (3) " WO # WO # (2) " WO # (3) " WO # WO # El.. Deduct Wa. Meter Size " Private 0 Private ❑ Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2012 Applications\Petmit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 J,/`NI�Q�wq�r City of Tukwila �/ \y 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.: 2623049019 Address: 1057 ANDOVER PK E TUKW Suite No: Applicant: HEATCON RECEIPT Permit Number: D13-035 Status: PENDING Applied Date: 01/31/2013 Issue Date: Receipt No.: R13-00665 Payment Amount: $243.92 Initials: WER Payment Date: 01/31/2013 10:03 AM User ID: 1655 Balance: $0.00 Payee: MR RACKS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3188 243.92 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $243.92 145.10 94.32 4.50 Printpri• n1_11_7ml INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA. BUILDING DIVISION 6300Southcenter Blvd., #100, Tukwila. WA 98188 I (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: 4EA COQ Type of Inspection: FIN) Ps L.- -Address: t05l JSP Date Called: Special Instructions:t Date Wanted: -. tequester: Phone No: 2,©%'''' `575 --13 3 ?� 1/4f5k_:)proved per applicable codes. Corrections required prior to approval. C COMMENTS: REINSP CTION FEE REQ RED. Prior to next inspection, fee must be paid at .300 Southcenter lvd., Suite 100. Call to schedule reinspection. Field Report Report #: 58107 A.A.R Testing Laboratory, Inc 7126180th:Ave NE, Park 180, Suite C101, Redmond,.WA98052Y Phone 425:88F1 5812 _Fax 425.881544,1.', .. . r. i Client: Mr. Racks 500 S.W. 16th St. Renton, WA 98057 Contact: Carey Ferguson Project Number: 13-470 Permit #: D13 035 Project Name: Heat Con Address: 1057 Andover Park E. Inspection Performed: Proprietary Anchors Date: 7/31/2013 Time: Temperature: Anchor bolts for pallet racks. Type A racks require base plate with (2) anchor bolts, this is a non conformance. (7) bays type B racks with Simpson Strongbolt 2, 1/2" x 4 3/4" with a 3" embedment, torqued to 50 ft. lbs. in compliance. RECEIVED CITY OF TUKWILA AUG 2 0 2C2 PERMIT CENTER Distribution: Distribute Client [1 Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner 0 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 Job Title NExsrGo — TaW(LA, LOA By 1'77 Subject 5rl- S E LE [%'1WA .S i S Date al/ 303 Job No. /3004L Checked Sheet f of 3 use 1E Zoog The Sec X oir 2002. 2st cave 4 Set. tS, s.3 oit Arcs 77 -os AA. Admum} werpt -n46 AST Alifrh¢ ) V= 0.41 CS.rfida 1 140646 '"p-l•D M3?fL/G r'60 A R6,4 — No f td8Uc. AU4WbQ Cs = 2. S Ca fit " C QM (r Y 53.)/1 5: S 1.40 8 Fib of 6#0 gia94615. &m 1,0 l R Sir& CLAS D. A A 4.o r/Zog 05V. 68,14(.6 414 Diet. VT := D. lSbtl. 4)j (Z = '.o LONG'r t410") Pik , Vi. r O.101.3 Gtjd k)3 = 0,00 nop c pL #" V.. 4- ©. 2s - LC 1 t iV .E a= ie AAx itAcie Go.64 job. Gevs-c. p&A i3640 poi t id Cal iAcici 7iff€r. A ; 24404 Ms tua tooOs/Ge kcal /UGC DC °Ai TV^ 13 •' 3, 600 t 63 lea fL t i.S lite of £o 1) /A IaNJ u$V. Da 7Y/E' "6" 4.4 C44 cit ito C.. Ws d o, 474 3,604 X ion V Z,S12 Zlis/(.LCV6r{. VT : 0.I544.x 3x2,5I2 x 1.179 k- a al. S_=" REVIEWED pL ANS 7,00E COM APPROVED FEB 0 7 2013 PZLE P►- .. 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VJ ')1 z hs = kr a 9 51'! = x.,1 f X,5 sag '0 Z �i Ifi-�J'Q sc) ash,. ; S CiwrrieV S to s RENS pe)e113 pe(gnS fi ao 1 'oN qor S 102 —1 o eaed - tie eau qor August 6, 2013-- Doug 013,-..--_ Doug William Mr. Racks, LLC 500 SW 16 Street Renton, WA 98057 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Request for Extension Development Permit D13-035 Heatcon —1057 Andover Pk E Dear Mr. William, This letter is in response to your written request for an extension to Permit Number D13-035. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through February 3, 2014. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, shall ician File: Permit No. D13-035 W:\Permit CenterEExtension Letters\Permits\2013\EL13-0120 Permit Extension.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Jennifer Marshall From: DOUG <doug@mrracks.com> Sent: Friday, August 02, 2013 12:50 PM To: Jennifer Marshall Cc: PhiII Pehrson Subject: Permit #D13-035 My name is Doug William, I work for Mr racks. We are working with Heatcon on a Pallet racking permit. They called in for an anchor bolt special inspection. The inspector is wanting us to add additional anchor. We will have to increase the size of the foot plate to accommodate that. This process may extend past the expiration date of 8-7-13. Can we extend the expiration date to accommodate the needed changes. Permit #D13-035 4 -ed - op -t)-e/fritPlii61 -pad e/o�Zol3 1 tq 0*, Qk oil (A 1 .\(/1 07-01-2013 CAREY FERGUSON 500 SW 16 ST RENTON WA 98057 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Permit No. D13-035 HEATCON 1057 ANDOVER PK E TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 08/07/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 08/07/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, --?)zo --%)L Bill Rambo Permit Technician File: Permit File No. D13-035 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-035 PROJECT NAME: HEATCON SITE ADDRESS: 1057 ANDOVER PK E X Original Plan Submittal Response to Incomplete Letter # DATE: 01-31-13 Response to Correction Letter # Revision # After Permit Issued DEPARTM L Ih'I�iiT�2 `3 B ng- Division Public Works ❑ Aw\ AM - Fire / Fire Prevention Structural ❑ Planning Division Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02-05-13 Complete.gqIncomplete ❑ 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 Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03-05-13 Approved ❑ Approved with Conditions k Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only ; • CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 PLAN REVIEW CHECKLIST - (Nonstructural) By: Date: Z 7-'/7 Permit App. 0/7-6 75 IBC Edition O-9 & State Amend. Project title: hi -sol. )4C +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 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. AOReview for conformity with General building height and area limitations in accordance with Chapter 5. ©-.-"Review for conformity with special detailed requirements based on use and Occupancy. C5--- Review for conformity with Type of Construction requirements of Chapter 6. Review for conformity with Fire and Smoke protection features of Chapter 7. )8' Review for conformity with requirements of interior finishes of Chapter 8. Review for conformity with requirements for fire protection systems of Chapter 9. e/TFeview for conformity with requirements for means of egress requirements of Chapter 10 ®-----I1eview for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 9 -----"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. Contractors or Tradespeople PPter Friendly Page • General/Specialty Contractor A business registered as a construction contractor with L8J 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 MR RACKS LLC UBI No. 602779014 Phone 4252070058 Status Active Address 500 Sw 16Th St License No. MRRACRL924BN Suite/Apt. License Type Construction Contractor City Renton Effective Date 1/3/2008 State WA Expiration Date 1/17/2014 Zip 98057 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status MRRACR*94301 MR RACKS Construction Contractor Inst Equip/Stat Furn/Lab T/Lo Unused 9/21/2006 9/21/2008 Re Licensed Business Owner Information Name Role Effective Date Expiration Date GONSER, BRETT Partner/Member 01/03/2008 Amount MCLENDON, ROBERT Partner/Member 01/03/2008 BKS 13 54574031 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 AMERICAN CONTRACTORS INDEM CO 100031015 12/20/2007 Until Cancelled $12,000.00 01/03/2008 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 Ohio Security Ins Co BKS 13 54574031 06/29/2012 06/29/2013 $1,000,000.0005/21/2012 6 Ohio Security Ins Co 54574031 08/23/2011 06/29/2012 $1,000,000.0008/22/2011 5 INDUM EMNITY CO BDG004678901 08/23/2010 08/23/2011 $1,000,000.0008/23/2010 4 LIBERTY NORTHWEST INS CORP BH01153673386 08/24/2010 08/24/2011 $1,000,000.00 07/21/2010 3 LIBERTY NORTHWEST INS CORP bho1053673386 08/24/2009 08/24/2010 $300,000.0007/23/2009 2 OHIO CAS INS BH0095367338608/24/2008 08/24/2009 $300,000.00 07/29/2008 1 OHIO CAS INS CO BH0(08) 53673386 08/24/2007 08/24/2008 $300,000.0001/03/2008 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 02/08/2013 OFFICE REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 7 2013 City okwila BUILDIN (VISION 98'-82" ADJACENT TENANT THIS SIDE 19'-10" 6" 40" X 168" 2E B 3- 40" X 168" B 40" X 168" B 40" X 108" B 40" X 108" B 40" X 108" B 1 V 98'-82 " ADJACENT TENANT THIS SIDE REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Rev signs will require a new plan submittal r : may i ia!ude additional p!2 n review fess j 6'-102" 4'-11" FILE COPY Permit No. PI '--()32( Plan --()32` Plan roview approval is subject to errors and omissions. Applcvui of construction documents does not au t r.:: ze thc. v:olation of any adopted code or ordinance. Rec pt of approved Field .,� , .., , . ed: SEPARATE E f bi 1I r 4UU E -D FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BLiILC NG DIVISION City Of ltikwila BUILDING DIVISION 39'-6 RECEIVED CITY OF TUKWILA JAN 3 1 2013 -'ERMIT CENTER j�13� d 35 13 co DESCRIPTION rag cs co Q co 91.10 cape 1-41 'N4t 11W '" co 0 0 czi c\t Ern o o� U raza6%1 500 SW 16th St rai A rmq DRAWN BY: SCALE: DATE: DRAWING NO: CHECKED BY: SHEET NO. OF SHEETS A 36" X 120" A 36" X 120" A 36" X 120" A 36" X 120" 98'-82 " ADJACENT TENANT THIS SIDE REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Rev signs will require a new plan submittal r : may i ia!ude additional p!2 n review fess j 6'-102" 4'-11" FILE COPY Permit No. PI '--()32( Plan --()32` Plan roview approval is subject to errors and omissions. Applcvui of construction documents does not au t r.:: ze thc. v:olation of any adopted code or ordinance. Rec pt of approved Field .,� , .., , . ed: SEPARATE E f bi 1I r 4UU E -D FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BLiILC NG DIVISION City Of ltikwila BUILDING DIVISION 39'-6 RECEIVED CITY OF TUKWILA JAN 3 1 2013 -'ERMIT CENTER j�13� d 35 13 co DESCRIPTION rag cs co Q co 91.10 cape 1-41 'N4t 11W '" co 0 0 czi c\t Ern o o� U raza6%1 500 SW 16th St rai A rmq DRAWN BY: SCALE: DATE: DRAWING NO: CHECKED BY: SHEET NO. OF SHEETS 1 -i ..r 3' SIDE r 10' 00 375 R Ctcp 2" TYP. AS NOTED ---1/4" REF. ❑ ❑ ❑ 1 3" 1 —1/8" FRONT RACK TYPE A .531 SQUARE COLUMN DETAIL RACKS TYPE A .375 R 00 000 000 0 C� 0 0 owl 2" TYP. AS NOTED 1/4" REF. ❑ ❑ ❑ 3" 1 – 1/8" 14 (3A THK. T7/8" t T 3" 11/2" 11/2" 14 GA THK--11 COLUMN STRUT R1/8" TYP. R1/8" .531 SQUARE I---3/4" TYP. COLUMN DETAIL RACKS TYPE B 8" [2'10 OR 3'-4" SIDE RACK TYPE B RACK ELEVATIONS SCALE: 3/8" = 1' 6" O BRACKET ASSY. AS NOTED O BEAM SECTION 14 GA THK. 1/2"-8 ASTM A570 GR50 4" BEAM DETAIL RACKS TYPE B FOR 108" SPANS BRACKET ASSY. AS NOTED O BEAM SECTION 14 GA THK. ASTM A570 GR50 BEAM DETAIL RACKS TYPE A n 2 1/2" FRONT 8" REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 7 2013 City of Tukwila BUILDING DIVISION 2 1/2" //e7 3/16" <I7P i" GA THK 5/8" 0 HOLE (TYP) 3/8" THICK 3/16" BASE PLATE RACKS TYPE A & B BRACKET ASSY. AS NOTED RACK DETAILS SCALE: NONE STRUCTURAL NOTES: 1. RACKS ARE MANUFACTURED BY INTERLAKE OF LODI, CA., OR EQUAL 2. MINMIUM YIELD (Fy) AND ULTIMATE (Fu) STEEL STRENGTHS SHALL BE AS FOLLOWS: (a) BEAMS AND COLUMNS Fy-5- Fu=65ksi. (b) BRACING STRUTS Fy=36ksi F =58ksi. (c) BASE PLATES FY=36ksi P 58ksi. 3. MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE; (a) RACKS TYPE A: 2,6000 LBS (b) RACKS TYPE B: 3,600 LBS 4. CONCRETE SLAB IS GIVEN AS 5-1/2" THICK WITH fc!=2,500 psi. 5. ALLOWABLE SOIL BEARING PRESSURE IS GIVEN AS 1,500psf FOR GRAVITY LOADS. 6. TIE -DOWN ANCHORS SHALL BE SIMPSON STRONG BOLT 11 WEDGE ANCHORS. USE TWO (2) 1/2"0 X 4-3/4" ANCHOR WITH A 3" EMBEDMENT PER BASEPLATE. SPECIAL INSPECTION IS REQUIRED. 7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA SPECIFYING THE DESIGN CAPACITY AT CONSPICUOUS LOCATIONS. 8. IF ANY DISCREPANCY OCCURS, CONTACT THE ENGINEER FOR CLARIFICATION. 9. ANALYSIS AND DESIGN OF RACK CONFORMS TO THE 2009 IBC SEC 2208, THE 2002 RMI CODE, AND SEC. 15.5.3 OF SEI/ASCE 7-05 USING THE ASD METHOD WHERE: V = 0.67 C$ Ip Ws AND Ip= 1.0 (RESTRICTED AREA - NO PUBLIC ALLOWED) SS 1.408 CS = 2.5 Ca/R AND Ca= 0.3755 FOR THE GIVEN ADDRESS AND SITE CLASS D S1= .481 R = 4.0 BRACED DIR. - TRANSVERSE (BRACED) DIR. R = 6.0 UNBRACED DIR. - LONGITUDINAL (MOMENT) DIR. FIRE PROTECTION NOTES: 1. SPRINKLER DENSITY IS .39GPM OVER 5600SQ FT. 2. SPRINKLER HEAD TEMPERATURE IS SET AT 286°F. 3. TYPE OF STORED PRODUCT: CLASS I-IV COMMODTI'IES STORED IN CARDBOARD CARTONS ON PALLETS - NO ENCAPSULATION 4. TOP OF STORED PRODUCT NOT TO EXCEED 15"-0". 5. APPROXIMATE CEILING HEIGHT 18'-0". EXITING NOTES: Fa 1.0 1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. 2. EXTERIOR EXIT DOORS TO BE MARKED PER APPLICABLE CODE 1/2" FLOOR ANCHOR DETAIL SEE NOTES FOR SPECS BEAM SECTION 14 GA THK. ASTM A570 GR50 BEAM DETAIL RACKS TYPE B FOR 168" SPANS BRACING CONNECTION DETAIL tl3O35 ECEIVED TTY OF TUKWILA JAN 3 1 2013 ?EMIT CENTER 04 8 �•1 rgl A C co 11001 lig 1048 Pi L 0 Cid '1 � ri) d a a' n � pq o) 1�1 V� V 6gg� ami co w O col reti DRAWN BY: SCALE: DATE: DRAWING NO: CHECKED BY: SHEET NO. OF SHEETS y' UK 14' rji L 1 � r RACK TYPE B RACK ELEVATIONS SCALE: 3/8" = 1' 6" O BRACKET ASSY. AS NOTED O BEAM SECTION 14 GA THK. 1/2"-8 ASTM A570 GR50 4" BEAM DETAIL RACKS TYPE B FOR 108" SPANS BRACKET ASSY. AS NOTED O BEAM SECTION 14 GA THK. ASTM A570 GR50 BEAM DETAIL RACKS TYPE A n 2 1/2" FRONT 8" REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 7 2013 City of Tukwila BUILDING DIVISION 2 1/2" //e7 3/16" <I7P i" GA THK 5/8" 0 HOLE (TYP) 3/8" THICK 3/16" BASE PLATE RACKS TYPE A & B BRACKET ASSY. AS NOTED RACK DETAILS SCALE: NONE STRUCTURAL NOTES: 1. RACKS ARE MANUFACTURED BY INTERLAKE OF LODI, CA., OR EQUAL 2. MINMIUM YIELD (Fy) AND ULTIMATE (Fu) STEEL STRENGTHS SHALL BE AS FOLLOWS: (a) BEAMS AND COLUMNS Fy-5- Fu=65ksi. (b) BRACING STRUTS Fy=36ksi F =58ksi. (c) BASE PLATES FY=36ksi P 58ksi. 3. MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE; (a) RACKS TYPE A: 2,6000 LBS (b) RACKS TYPE B: 3,600 LBS 4. CONCRETE SLAB IS GIVEN AS 5-1/2" THICK WITH fc!=2,500 psi. 5. ALLOWABLE SOIL BEARING PRESSURE IS GIVEN AS 1,500psf FOR GRAVITY LOADS. 6. TIE -DOWN ANCHORS SHALL BE SIMPSON STRONG BOLT 11 WEDGE ANCHORS. USE TWO (2) 1/2"0 X 4-3/4" ANCHOR WITH A 3" EMBEDMENT PER BASEPLATE. SPECIAL INSPECTION IS REQUIRED. 7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA SPECIFYING THE DESIGN CAPACITY AT CONSPICUOUS LOCATIONS. 8. IF ANY DISCREPANCY OCCURS, CONTACT THE ENGINEER FOR CLARIFICATION. 9. ANALYSIS AND DESIGN OF RACK CONFORMS TO THE 2009 IBC SEC 2208, THE 2002 RMI CODE, AND SEC. 15.5.3 OF SEI/ASCE 7-05 USING THE ASD METHOD WHERE: V = 0.67 C$ Ip Ws AND Ip= 1.0 (RESTRICTED AREA - NO PUBLIC ALLOWED) SS 1.408 CS = 2.5 Ca/R AND Ca= 0.3755 FOR THE GIVEN ADDRESS AND SITE CLASS D S1= .481 R = 4.0 BRACED DIR. - TRANSVERSE (BRACED) DIR. R = 6.0 UNBRACED DIR. - LONGITUDINAL (MOMENT) DIR. FIRE PROTECTION NOTES: 1. SPRINKLER DENSITY IS .39GPM OVER 5600SQ FT. 2. SPRINKLER HEAD TEMPERATURE IS SET AT 286°F. 3. TYPE OF STORED PRODUCT: CLASS I-IV COMMODTI'IES STORED IN CARDBOARD CARTONS ON PALLETS - NO ENCAPSULATION 4. TOP OF STORED PRODUCT NOT TO EXCEED 15"-0". 5. APPROXIMATE CEILING HEIGHT 18'-0". EXITING NOTES: Fa 1.0 1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. 2. EXTERIOR EXIT DOORS TO BE MARKED PER APPLICABLE CODE 1/2" FLOOR ANCHOR DETAIL SEE NOTES FOR SPECS BEAM SECTION 14 GA THK. ASTM A570 GR50 BEAM DETAIL RACKS TYPE B FOR 168" SPANS BRACING CONNECTION DETAIL tl3O35 ECEIVED TTY OF TUKWILA JAN 3 1 2013 ?EMIT CENTER 04 8 �•1 rgl A C co 11001 lig 1048 Pi L 0 Cid '1 � ri) d a a' n � pq o) 1�1 V� V 6gg� ami co w O col reti DRAWN BY: SCALE: DATE: DRAWING NO: CHECKED BY: SHEET NO. OF SHEETS