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Permit D10-135 - FNS INC / LG SOLID SOURCE - STORAGE RACKS
FNS, INC. 18290 OLI'MPIC AV 3 D10 -135 City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: hup../Iwww.ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 7888900162 Permit Number: D10-135 Address: 18290 OLYMPIC AV S TUKW Issue Date: 06/07/2010 Suite No: Permit Expires On: 12/04/2010 Tenant: Name: FNS, INC. /LG SOLID SOURCE Address: 18290 OLYMPIC AV S , TUKWILA WA Owner: Name: JAMES CAMPBELL COMPANY L L Address: 1001 KAMOKILA BLVD , KAPOLEI HI 96707 Phone: Contact Person: Name: MIKE SORENSON Address: 1100 SE 7 ST , RENTON WA 98057 Phone: 206 818 -4488 Contractor: Name: NORTH WEST HANDLING SYSTEMS INC Address: 1100 S.W. 7TH STEET , RENTON, WA 98055 Phone: 206 255 -0500 Contractor License No: NORTHVVH275JF Expiration Date: 10/09/2011 DESCRIPTION OF WORK: INSTALLING OF EXISTING/USED RACKING. Value of Construction: $0.00 Fees Collected: $275.43 Type of Fire Protection: SPRINKLES International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0025 * *continued on next page ** doc: IBC -7/07 D10 -135 Printed: 06 -07 -2010 City ofTukwila 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.ci.tukwila.wa.us Permit Number: D10 -135 Issue Date: 06/07/2010 Permit Expires On: 12/04/2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: 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: 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 performan -.:• work. I am authorized to sign and obtain this development pe 't. Signature: � Date: - ric 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. doc: IBC -7/07 D10 -135 Printed: 06 -07 -2010 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 Parcel No.: 7888900162 Address: Suite No: Tenant: 18290 OLYMPIC AV S TUKW FNS, INC. /LG SOLID SOURCE PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D10 -135 ISSUED 05/17/2010 06/07/2010 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: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 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 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (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) 13: 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 nun) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 doc: Cond -10/06 D10 -135 Printed: 06 -07 -2010 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 inches (102 mm). (IFC 906.7 and IFC 906.9) 14: 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) 15: 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) 16: 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) 17: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 18: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 19: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and /or addition of audible /visual notification devices. (City Ordinance #2051) 20: 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 #2051) (IFC 104.2) 21: 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) 22: 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) 23: Maintain minimum 6" longitudinal flue space between back -to -back racks. (NFPA 13- 12.3.1.14.1) 24: PROVIDE 6 INCH TRANSVERSE FLUE SPACES EVERY 4 FT. ALONG THE ENTIRE LENGTH OF THE TRIPLE ROW RACK BY INSTALLING PERMANENT UPRIGHT PRODUCT STORAGE BARRIERS TO PREVENT IMPINGEMENT OF THE FLUE SPACE. 25: 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) 26: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of doc: Cond -10/06 D10 -135 Printed: 06 -07 -2010 such condition or violation. 0 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 28: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D10 -135 Printed: 06 -07 -2010 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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 provision of any other work construction or the performance of work. Signature: Print Name: t�. ✓Qt'Y'�Y1f o d. Date: ordinances governing or local laws regulating doc: Cond -10/06 D10 -135 Printed: 06 -07 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www. ci. tukwila. wa.us Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) 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 Address: / 9 , 9® i i / 1.- rs-, c_ 44. e Tenant Name: -(r So/ie! 5 r -c /r.uS, 314 Property Owners Name: lr- V 4 iC 4t a 1 1►l w ) Mailing Address: (�"g�6 S/► tU.(6 4^ S King Co Assessor's Tax No.: l (%q.0 —Dux2 Suite Number: • Floor: C New Tenant: gr. Yes ❑ ..No 0,4 To et ti a-14162f City State Zip SI CONTACT PERSON - who do we contact when your permit is ready to be issued Name: M I k2_ 5:5r an Mailing Address: f (0O SAVv/ • 71 S T. Day Telephone:6 "t'$ - ire GI4 9' dS7 City State Zip E -Mail Address: 04 5 O re--11-1 Un Kit / k< • (o • "i Fax Number: L( a"s' aa- '- 6? Y 6 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Na /-h W-1-3l7'Ah�'/n� Jy Mailing Address: I (o 0 S h. 7 s- PdMf C State Zip Contact Person: / 'Ict. (cc'eY`� 4 '► /" E -Mail Address: i� co t^ #445 .-7 6' /7 wv! Contractor Registration Number: ,."-Ao r`'I 41 475- TF City Day Telephone: ,106'Vg - gl•isi.g Fax Number: LOS' 9V Expiration Date: to /9 /?-0 // ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: ddress: City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: 1Z G Lk- �Zs�dV'► /j, / t, Mailing Address: ' (? tii Sr—t d �e ? Contact Person: 6'G r 7 0"1 4.4 E -Mail Address: H:\Applications\Forms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised, 1 -2009 bh rd9 Co 6.G2tn a(e . C ri `7/ I City State Zip Day Telephone: g /a .3Yv ,?g /o Fax Number: a.-Yo 3g/3 Page 1 of6 BUILDING PERMIT INFORMATION - 206-431-3670 Valuation of Project (contractor's bid price): $ 5o0 Scope of Work (please provide detailed information): 5 e- c4 44 dill,/ S s( .efr%J -t l f d r t Existing Building Valuation: $ -ened s.A¢e-4- t J, � %yeu.74, r d /un. Will there be new rack storage? Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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 is No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Er 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. IC SYSTEM ❑ f u -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Depa H ;\Applications\Forms- Applications On Line\2009 Application 4009 - Permit Application.doc Revised. 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor 2nd Floor J 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport i 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 is No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Er 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. IC SYSTEM ❑ f u -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Depa H ;\Applications\Forms- Applications On Line\2009 Application 4009 - Permit Application.doc Revised. 1 -2009 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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 AUTHORIZED AGENT: Signature: Print Name: ,,/-41' k JOi�e✓� 5�.� Mailing Address: I (O U J vv. 7 t. S T Date: -/( 3/2 ( cJ Day Telephone: c:90%- Si - title ',S7 City State Zip Date Application Accepted: 05 l,'Ak) Date Application Expires: tt 41 lio Staff Initials: A s...- ..-_, H:\Applications \Forms - Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bit U Page 6 61'6 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. tukwi la. wa. us RECEIPT Parcel No.: 7888900162 Permit Number: D10 -135 Address: 18290 OLYMPIC AV S TUKW Status: APPROVED Suite No: Applied Date: 05/17/2010 Applicant: FNS, INC. /LG SOLID SOURCE Issue Date: Receipt No.: R10 -00994 Initials: User ID: WER 1655 Payment Amount: $168.70 Payment Date: 06/07/2010 09:29 AM Balance: $0.00 Payee: MIKE SORENSON TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6553 168.70 Authorization No. 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 PAYMENT RECEIVED doc: Receiot -06 Printed: 06 -07 -2010 • 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 Parcel No.: 7888900162 Address: 18290 OLYMPIC AV S TUKW Suite No: Applicant: LG SOLID SOURCE /FNS, INC. RECEIPT Permit Number: D10 -135 Status: PENDING Applied Date: 05/17/2010 Issue Date: Receipt No.: R10 -00861 Payment Amount: $106.73 Initials: JEM Payment Date: 05/17/2010 03:00 PM User ID: 1165 Balance: $168.70 Payee: MICHAEL J. SORENSON TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6548 106.73 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 106.73 Total: $106.73 PAYMENT RFCEIVED doc: Receiot -06 Printed: 05 -17 -2010 INSPECTION RECORD Retain a copy with permit INS ON NO. PERMIT CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 NO. Prort:05 !� C_ Type of Inspection: Q f ` /`d' --1 !� cJ ` A i Address: / ,'/ 00 re—ato, SI-4 1 -i tiML / Date Called: Special Instructions: 01 l 1 3 0 ! ( Date Wanted: _ F /. Requester: Phone No 7.s(0 _kIY -4451? Approved per applicable codes. Corrections required prior to approval. COMMENTS: (v-I t (10,Mpte4P F)vtl / 00 re—ato, SI-4 1 -i tiML / T4 P I?o-v. A C2- .. ( r5- ►t) nspector; Dat-: _1 60. ' REINSPECTION ' EE REQUIRE ' . Prior to inspection, fee must be ai at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: T -4 - F _ 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 9---' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj N._5 • •fc Type of Inspection: f ; A.44 B v : (o ;46 Address: X210 0C1 &�Ofc Alg- Date Called: Special Instructions: Date Wanted: // 0— (S -ra ( c-a.a% p.m. Requester: ElApproved per applicable codes. orrections required prior to approval. COMMENTS: S/] p G-. 'SO'' A 6-1"--'1 c� A .' u r - s .9 / -; ) /1 / I Inspec or: Date: J $60.00 REINSPECTION FEE REARED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • BY G. OHANIAN DATE 6 -11 -10 SUBJECT RAdK DEOICiN & ENdINEERINO do. 412 WEOT BROADWAY. f4UJITE #204 WLENDALE. dA. 91204 TEI4(818)240 -5810 FAX:(818)240 -8813 LG SOLID SOURCE, LLC. SHEET NO 2 JOB NO. RD- 14795 18290 OLYMPIC AVE. SOUTH TUKWILA. WA. 98188 120" & 144" 5 1 8° 120" 6000 #/ LEVEL (OVER 6 BEAMS) TYPE "1" 120" & 144" 8" 120" : Ms 5500 #/ LEVEL (OVER 6 BEAMS) TYPE "3" N- `A 120" & 144" \(�'' 5 1 8° 120" B 1 6000 1j/ LEVEL (OVER 6 BEAMS) TYPE °4" SIDE VIEW SIDE VIEW 44" 6'32" 6 44" • SIDE VIEW 5500 #/ LEVEL (OVER 6 BEAMS TYPE "2" SIDE VIEW It- Z W49 K L EXPIRES 12 -26 -1 1 ERIE INSPECTION RECORD Retain a copy with permit INSPE, NO. CITY 0 ` TUKWILA BUILDING DIVISION 1'-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. Project: fws ,2C Say /6,sd��al(/t° Type of Inspection: �- /Av� Address: �8,2cicti 5�yr'�,o /e Date Called: Mt Special Instructions: I (,f cJh.P1l /l'er' 2.00c, e u, /,,, s ( L e�Pt�' - � ul'f lPvt 15. Date WS-anted- 6 — //_ /0 p.m. Requester: !Vi- PhoneN : rrt -c. fi feAt Dr- ❑ Approved per applicable codes. Corrections required prior to approval. 1 COMMENTS: r �� J 3 / i�fr4_'.. /J U,/ I1 4,-.G� --S J A ` 6t S r 4e7T)( sew ,)r- -7-1,i h74 r ( !Vi- rrt -c. fi feAt Dr- —emu M 5 o JA- -0 7-ns . A 6e:Ac._. /1 40,. e / „--- „.. .,.., c_..„ r ,l r r 1 ) �' I, c A-7'f 7��"J-r be) --`fitS tef. LI U r- 4(3 ®c) ,,--- ± ,C1 i of r • (( ; r ,--- .. is 1 1 I Inspector: Date: /_ 1, — /) El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit .ry 4O / /.t • iii PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT • 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: p- /5. %z G . Type of Inspection: ,e,Q cf' /:`7G,J Address: / 0 Z 9 a Suite #: en., p,,, i4,•c, 4v, 5. Contact Person: ern,-1L4-- Pre -Fire: Special Instructions: Occupancy Type: , Phone No.: ,R v G — 3 i' Y -- cx,G. proved per applicable codes. • Corrections required prior to approval. COMMENTS: r,G rac1CS. Ye:PIA .i4 LoC.,1 4 W)4'.eka -�- -,� $' .�, ... - # --41t• -tom pact, (—pule)* ; Sr.1 De. 1-I -v -me- PO 04-44:115 4)1:1.. r yp cry, -J.:"1 s Avite, 01 *s 'n '�"•xe 4'C'01 f,.r,.y '12 �r i �I f el/4' , 17(' "1fic ,s. -.tAled reT Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: , Inspector: . _ _ I D Date: r hi/al H Hrs.: ) ) „ „r- $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspection. , Word /Inspection Record Fbrm.Doc t i 1/13' 06 N.7.1 • T.F.D. Form =.P. 113 . ). ti. 4) 1 INSPECTION NUMBER INSPECTION: RECORD Retain a copy with. permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT • 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 r Project: /ASS r1 Z C Sprinklers: : Type of Ins ection: Monitor: Pre -Fire: Address: / ?5c, 0 Gra..6p r.c_. Suite #: . 5; ' Contact Person: 1/4(e . - Special Instructions: Phone No.: `/' Qty! .4 ®� �,._ Approved per applicable codes. Corrections required prior to approval. < COMMENTS: /pod.. 1- , 2.— Per govt.ew •..► e, pe/yiwa 90.4. 6 " re-ar N V '°9 d ci�„ Needs Shift.Inspection: Sprinklers: Fire Alarm: Hood & °Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: M. 5 • pate: C /pi Hrs.: / TR �_ $80..00 REINSPECTION FEE REQUIRED. You will receive an invoice from e ity of Tukwila Finance Department. Call to schedule a reinspection. WordJInspectiori Record Form Doc` 6 T.F.D. Form F.P. 113 t RECEIVED JUL 2 6 2010 ��� Field Report Report #: 51570 A.A.R. Testing TY T126 180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881,5812 Fax 425.881:5441 Client: NorthWest Handling Systems, Inc. 1100 SW 7th St. Renton, WA 98055 -2939 Contact: Thom Drew Project Number: 10 -163 Permit #: D10 -135 Project Name: FNS, Inc. Address: 18290 Olympic Ave. S. Inspection Performed: Proprietary Anchors Date: 6/9/2010 Time: 10:30:00 AM Temperature: 55 Observed installation of 6 new rows of pallet racking between grids C and D. The three rows south of grid D have yet been built. Hilti KB -TZ 1/2" x 4 1/2" expansion anchors were used according to manufacturers' recommendations. Calibrated torque wrench was used to verify 40 ft. lbs. torque at a representative portion of bolts per ESR 1917. AAR will return at client's request. Distribution: V Distribute Client Distribute Engineer V Distribute Municipality Distribute Architect Distribute Contractor Distribute Owner Distribute Other Distribute Other Inspector: Bosma, Rory 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 Fireproofing Aggregates Shotcrete Concrete M a s o n r y A s p h a l t R o o f i n g P i l i n g S t e el S o i l s W o o d June 15, 2010 File: 10 -163 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit No.: RECEIVED 1JUN 18 20101 COMMUNffY DEVELOPZIENT FNS, Inc. 18290 Olympic Ave. S. D10 -135 A.A.R. TESTING LABORATORY, INC. CONS' RUCTION INSPECTION AND MATERIAL I ES 1INO NATIONALLY ACCEPTED LABORATORY This is to advise you that special inspections are completed on the above referenced project. The following inspection was required and copies of our reports are 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. Kimberle Anderson President CC: Northwest Handling Systems, Inc. -Thom Drew Tel: (425) 881 -5812 Fax: (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 * Redmond, WA 98073 A,A.R. To e rato Field Report Report #: 51573 Client: NorthWest Handling Systems, Inc. 1100 SW 7th St. Renton, WA 98055 -2939 Contact: Thom Drew Project Number: Permit #: Project Name: Address: 10 -163 D10 -135 FNS, Inc. 18290 Olympic Ave. S. RECEr 9/ED JUN ] 2010 D��u r A 9805 Inspection Performed: Proprietary Anchors Date: 6/10/2010 Time: 2:45:00 PM Temperature: 50 Observed installation of final three rows of pallet racking for this permit, south of grid D. Hilti KB -TZ 1/2" x 4 1/2" expansion anchors were installed according to manufacturer's recommendations. Calibrated torque wrench was used to verify 40 ft. lbs. at all bolts. Anchors found to conform to ESR 1917 and project requirements. Distribution: V Distribute Client Distribute Engineer N/' Distribute Municipality Distribute Architect Distribute Contractor I Distribute Owner Distribute Other Distribute Other Inspector: Bosma, Rory 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 FILE COPY pprmM Nn. NORTHWEST e Material Handling Experts 1100 SW 7th St Renton, WA 98055 (425) 255 -0500 ph (425) 228 -6946 fax ATTN: BUILDING DEPARTMENT AND FIRE DEPARTMENT RACK INFORMATION SUPPLEMENT SITE ADDRESS: 18290 Olympic Ave S. TENANT NAME: LG Solid Source /FNS, Inc. DATE: May 14, 2010 APPLICANT: Mike Sorenson / (206) 818 -4488 REVIEWED FOR CODE COMPLIANCE APPROVED City of Tukwila _.. 1. Load application and rack configuration drawings attached. BUILDING DivIcinnl 2. Attached plans and engineering detail the rack locations, dimensions, and specifications. 3. Stamped engineering calculations attached. 4. Inspections will be scheduled as instructed. 5. Vertical members of storage racks are designed and installed so that failure of one vertical member will not cause collapse of more than the bay or bays directly supported by that member. 6. Commodities stored in racks: Acrylic Solid Surface Sheeting for residential and commercial countertops. Stored on wood pallets. Non encapsulated. Please see attached product description. 7. Sprinkler System Information: .39/5600 sq. feet. 3162 gpm with 80 psi @ riser. RECEIVED CITY OF ' LA 8. Building exits indicated on attached drawings. MAY 17 2010 PERMIT CENTER BY. G. OHANIAN DATE . 5 -4 -10 SUBJECT RAdK DEOIdN & ENOINEERINGI do. 412 WEOT BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 1 JOB NO RD -14795 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: FILE COPY LG SOLID SOURCE, LLC. 18290 OLYMPIC AVE. SOUTH TUKWILA, WA. 98188 PER IBC 2006 EDITION SECTION 2208 STORAGE RACKS CAPACITY: AS SHOWN ON ELEVATIONS CALCS. 1 THRU 5 DRAWINGS: RD -14795 EXPIRES 12 -26 -11 REVIEWED FOR CODECOMPLIANCE A�PRnVED JUN 0 4 2010 eau City of Tukwila 1 1'11111A DIVISION City of Tukwila BUILDING CEIy� D CITY RE OF TUKWILA MAY 172010 PERMIT CENTER 1710•-.1 BY G. OHANIAN RAdK DEOI(dN & EN(INEERIN(. d0. DATE . 5 -4 -10 SUBJECT 412 WET BROADWAY, SUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO, 2 JOB NO.. RD -14795 6000 #/ LEVEL (OVER 4 BEAMS) TYPE "1" 120" & 144" 5 1/8" (120" BEAMS) 5 15/16" (144" BEAMS) 4000 #/ LEVEL (OVER 4 BEAMS) TYPE "3" 144" LONG BEAM M= L2 =36 "K SR= 1.09<1.59 384.W LE - .54 "<180 L =.80 ", x 120" LONG BEAM M= 82 =30 "K SR= 91<1.26 5xwL4 L 384.Ix.E =.45”.< 180 =•67' SIDE VIEW 4000 #/ LEVEL (OVER 4 BEAMS) AT 3 TOP LEVELS 2000 #/ LEVEL (OVER 4 BEAMS) AT 4 LOWER LEVELS TYPE "2" SIDE VIEW 44" 36" 44" 32 32" I SIDE VIEW LOAD PER BEAM + 25% IMPACT LOAD = (2Kx.88) +(1 KX.25) = 2 K Ix =4.88 Sx =1.59 F Y= 55 KSI. I,=3.36 Sx =1.26 F Y= 55 KSI. BY G. OHANIAN DATE 5-4-10 SUBJECT RACK DENI(4• & EN(4INEERIN(4 CO. 412 WEOT BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET N0. 3 JOB NO RD -14795 SEISMIC DESIGN V= SS 12.52--(1 xWx.75x.67 IBC 2006 —SEC. 2208, PER RMI SPECS. ASCE 7 -05 (SEC. 15.5.3) SDs =.92 (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 COLUMN TYPE "1" (INTERIOR COL.) PALLET LOAD= 3 x 4x2 K =5.3K W= .2DL+ 5.3 PL 5•5 K V = .42 K LONGIT. _ .63K VTRANS. TYPE "2" (INTERIOR COL.) PALLET LOAD= -2- x [(4x.7 9+(3x1.319] =4.5K W =•2D1+ 4.5 PL 4•7 K V = .36 K LONGIT. S4 K TRANS. RANS. MCOL- 6 K TYPE "3" (INTERIOR COL.) PALLET LOAD= 3 x 3x 1.3 K =2.6K W =.2DL+ 2.6 P� 2.8 K V = .21 K LONGIT. TRANS. •32 K LONGIT. SEISMIC Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.438 Longitude = — 122.2512 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D — Fa = 1.0 ,Fv = 1.526 Period Sa (sec) (g) 0.2 1.387 (SMs, Site Class D) 1.0 0.723 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.438 Longitude = — 122.2512 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D — Fa = 1.0 ,Fv = 1.526 Period Sa (sec) (g) 0.2 0.924 (SDs, Site Class D) 1.0 0.482 (SD1, Site Class D) .42 K 10 K .2 K 10'K BY G. GHANIAN DATE . 5 -4 -10 SUBJECT RAdK DEOI(N & ENdINEERINd d0. 412 WET BROADWAY, PUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 4 JOB NO.. RD -14795 COLUMN ANALYSIS x COMBINED STRESS RATIO Qc.P +Qb.Cmx.M =.87<1 P n Mn.ax p • + Q M axM =.99 <1 n n• . BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .21 K Fy =55 KSI Ae =.78 Ix =1.19 Se =.80 rx =1.2 ry =1.1 KI = 60x1.7 rx -85 r YI = 17 - 47 Mn= Se.Fy= 44 Pex =( K�r j Ejl2 = 33 ax =1 Pex —.70 TYPE "3" (2) -1/2 "0 HILTI KWIK BOLT —TZ ANCHORS (ESR -1917) PER BASE PL., 3 1/4" EMB. SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION .5x.09x 1 x65 =3 K 7/16 "0 RIVET A = .1 Fy = 79 KSI Pa = .1x79x.4= 3K Ma = 3.0 Kx4" =12 "K CONN. MEND - .01xwI2 2.8 "K M = 9"K SEISMIC BEARING CAPACITY OF COL. HOLE M = 11.8 "K TOTAL 2 PIN CONN. Qc =1.8 Qb =1.67 Cmx =.85 Fe= (KBE =40 rx 2 Fn = Fy (.658 A c )= 31 KSI Pn =Fn.Ae =24K 5.5 K 10 X c = V/Fy /Fe = 1.16 X <1.5 7 3/4 "x5 "x3/8" BASE PLATE 9 "K 7 3/4" 9 "K BY G. OHANIAN DATE . 5 -4 -10 SUBJECT RAdK DEOIUN & EN(IINEERIN(i do. 412 WE BROADWAY, QUITE #204 LENDALE, DA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 5 JOB NO RD -14795 OVERTURNING = .63 Kx400x200 "x.66 =302 "K MOT MR = 5.5 Kx4x50 "x.6 = 660 "K NO UPLIFT LOAD TO DIAGONAL P = .63 Kx cox 48 = 1.7 K Fy =55 KSI A =.31 rX =.48 Q =.74 L= 58" F°= 10.6 KSI P° = 3.3 K CHECK WELDS P„= �1)L.t.F„ =5.36K 0= 2.55 = 2.1K x2 — 4.2K SIDES CHECK SLAB 5500 =5 5 °' 1000 V 792 =28" .63 K 5.5x 144 =792 ° M= (12 ) 2 x1000x 2 x12 = 2666 "# S= 12x62 = 72 6 2666 = 37 <1.6 2500 =80 72 5.5K 5 5K .63 K 63 .63 K 44" 44" 32" 32" 0 a co TOP LEVEL LOADING 0 W= .2Dc +2.0 02.2 K LOAD PER COL. 0 V= .25 K MoT = .25K x4 x200 " = 200 "K COL MR = 1.7Kx4x50 "x.6 = 204 "K NO UPLIFT BOTH SIDES TYP. 1 1/2" �l t =.07" 5500 # 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL ausys REV CODE A•' J Cit BUIL FILE COPY PD .FOFIANCE Pii m t No. VED ;es dentia l Apphcat.ions (J ( _ 4 2010 of Tukwila DIVI HI-MACS' Viatera Acrylic Solid Surface Quartz Surfaces l0 The surfaces in your home are much more than a place where meals are prepared and served. They're where life happens. Meals are shared, games are played, milestones large and small are celebrated. Homework gets done. Cards are shuffled. Friends gather to talk. Cookie dough is rolled out. Mail is opened. Life is lived. All of it, right at home, right on your countertop. When you think about it. countertops are focal points in your home. LG Hausys surfaces are designed and created with the idea that a countertop is more than a place where meals are prepared. It's where life happens. We make beautiful surfaces that are durable enough to withstand every demand life throws at them. They're tough, easy to clean, hygienic, stain - resistant, and backed by a 15 -year transferable warranty, one of the best in the industry. Each of our products —HI- MACS`' Acrylic Sold Surface and Viatera® Quartz Surfaces —are available in a wide variety of colors and designs. making it easy to find what's right for your home, your style. your life. Practical. Functional. Beaut HI-MACS® does it all. ©ne of the mos# practical surfaces you c putt in a home, HI- MACS` "Acrylic Solid Surfaces offer durability, easy maintenance, cleanliness an beauty #hat Iasts. Because solid surface is non= porous, dirk and germs can't penetrate. As a result, Its favorite .of design rs'who.'choose materials' for homes- •where style, and funntton are •equa ly' rrnportant; Available in a broad range of colors and patter designed for today's trends, its easy to find a cht that will match your design sensibilities and coordina with new or existing home decor, HI -MACS Colors Shown 1 1: FiI -MACS VoIcanics Powc 2 HI -MACS CIassio Beach Sand 1 3: HI -MACS Voiran hU� «re�i -f{ rrL *. N FY I'u- mL� /t, (�� /•-�iP .rye It's time to move forward. HI-MACS® Eden Plus Solid Surfaces are your first step. Our HI- MACS` Eden Plus Surfaces are one of the most environmentally conscious acrylic products available. Created from pre- consumer recycled material and certified for recycled content by Scientific Certification Systems. HI- MACS® Eden Plus Surfaces give homeowners an ecologically responsible countertop choice with all the benefits of other acrylic solid surface materials. HI- MACS° Eden Plus Surfaces are GREENGUARD Certified for indoor air quality and can receive LEED points In sustau• able design under the Green Building Rating System managed by the U.S. Green Building Council (US.aBC). Available in colors inspired by garden botanicals, HI -MACS® Eder Plus is non - porous, stain - resistant and anti - microbial. That means it's durable, easy to maintain and represents a step forward for your family and for the environment. HI -MACS Colors Shown 11: HI -MACS Eden PIus Cocoa 12 HI -MACS Eden Plus Honeysuckle I '3 HI -MACS Eden Pius Leinongrass Made with natural quartz, Viatera® surfaces offer unparalleled beauty and extraordinary benefits that far exceed those of any other natural stone. In order to create the hardest, most impervious natural court ertop, material, we combine 93 % natural quartz with technologically advanced polymers. Why quartz? It's the seventh hardest mineral on earth, behind gemstones such as topaz, sapphire and dia pond. The result of our effo Viatera an amazing and beautiful material that's non - porous and consistent in color throughout, Its more hygienic and stain- resistant than other stone eount� materials such as granite. And unlike granite, 'Viateraa;Quart does riot need to be sealed to maintain its non - porous qualities. viatera colors Shown l 1 \latera Quartz col 2 -3: Vintera Qu811z Geneva COS S tT,w./��:.. �YL.w�,r`aG {(.GsL�i tfsy CbfrfjGG/i-. Environmental Statement LG Hausys is dedicated to becoming a global leader in developing new techno- logies and innovative processes that protect our world and provide greener products for all. To accomplish our goals, were currently focusing on a variety of initiatives, including: Analysis of our Product and Design Processes As part of our eco- design process, we analyze the environmental impact of our products throughout their life cycles, including product development, raw material procurement, product produc- tion, use and disposal. This process allows us to minimize environmental pollutants and maximize energy and resource efficiency across all phases of production. As a result, our Research and Development is better able to focus on non - toxic. durable products that reduce environmental impact. to LG Hausys LG Hausys America, Inc. 900 Circle 75 Parkway, Suite 1500 Atlanta, GA 30239 856±)/14.4622 Eco- Friendly Certification We're committed to adherence and enforcement of environmental regulations throughout the supply chain. We are focusing on preventing the use of toxic contents in the raw materials we source from suppliers by demanding certificates of analysis on raw materials to determine environmental impact. LG Hausys cond- ucts independent third -party evaluations to certify that our products provide the highest level of health and environmental assurance to our custorners. Our Hl-MACS- Eden Plus surfaces are certified by Scien- tific Certification Systems (SCS) for recycled content and all of our surfaces are GREEN - GUARD Certified for indoor air quality. Domestic Manufacturing Hl- MACS" Acrylic Solid Surface is manu- factured in the USA, at LG's most advanced North American full production facility, located in Adairsville, GA. °SCS www.lgsurfaces.com 20 LC, Ha, tis LG HI-MACS® enhances the elegance and harmony of your living environment with natural beauty and the syrithesis of design and creativity. FEATURES 1. Wide spectrum of color and pattern choices. 2. Stain and chemica resistance. 3. Non-porous surfaces (does not support fungal or bacterial growth). 4. Effortless fabncation and seamless installation. APPLICATIONS Kitchen Tops, Vanity Tops, Wall Decorations, Laboratory Tables, Working Tables, Office Desks Commercial Interiors. SPECIFICATIONS (Unit: Inches) 30" 1/2" 98" °12O^ °145^ °127' *121Y, ^145^ ~127' °145^ *3/8" thickness and 36" width products are available as special order only. Minimum order requirements apply. Table 1. Summary of ISSFA Testing for Performance Properties Report of results for LG HI-MACS on Arctic White (Sample #O1O8O3OO1'OO2) and Ivory Quartz #01 Consistency of Colo (Same Sheet) ISSFA SST 2.1-00 Cleanability Stain Rating ISSFA SST 3.1-00 Visual Defect ISSFA SST 5.1-00 Light Resistence ISSFA SST 7/1-00 Boiling Water Resistance ISSFA SST 8.1-00 (referencing NEMA LD3-3.5) High Temperature Resistance ISSFA SST 9.1- 00 (referencing NEMA LD3- 3.6) * after cleaning with water abrasive cleaning powder containing bleach and a Scotch-Brite® #7447 pad. Pass 30 (17/13) Pass No Effect - Pass No Effect - Pass Pass 14 (7/7) Pass No Effect - Pass No Effect - Pass No Effect - Pass* No Effect - Pass Table 2. Summary of ISSFA Testing for Engineering Properties Report of results for LG HI -MACS on Arctic White (Sample #010803001 -002) and Ivory Quartz (Sample #010803003 -004) Radiant Heat Resistance NEMA LD3 -3.10 Linear Thermal Expansion (ASTM E 228 -95) 600+ seconds Pass 3.81 x 10 -5 mm /mm °C (2.12 x 10 -5 in. /in. °F) Pass Flexual Strength (PSI) (ASTM (11, Mpa 4 D- 790 -99) P24 PSI) Pass Flexural Modulus (MPSI) (ASTM D 790 -99) Barcol Hardness (ASTM D 2583) Flatness of Sheets ISSFA SST 4.1 -00 Impact Resistance ISSFA SST 6.1 -00 9239 Mpa (1.34 MPSI) Pass 65 Pass Length - <0.25 mm ( <0.010 in.) Positive Warp Width - 0.50 mm Pass Pass at 1525 mm (60 in.) Thickness = 0.46450 in. 600+ seconds Pass 3.71 x 10 -5 mm /mm °C (2.06 x 10 -5 in. /in. °F) Pass 64.75 Mpa (9,391 PSI) Pass 9584 Mpa (1.39 MPSI) Pass 65 Pass Length - <0.85 mm (0.033 in.) Positive Warp Width - 0.80 mm (0.031 in) P Pass at 1525 mm (60 in.) Thickness = 0.47800 in. Table 3. Cleanability / Stain Resistance - Arctic White Report of results for LG HI -MACS on Arctic White (Sample #010803001 -002) and Ivory Quartz (Sample #010803003 -004) $^a � 4Lr.�y�iyy,9���..+ r,�O Sw� Y • • ._yy�S�l • +.' yY'�{pi''i'YS a� cy • `�p i `' ,�}� k° • Regent (,11th rf�nS , { {i }r YLRw +a�'�'.b`.1 x1 1 } a sf° �"y ` r,t7 +, ,a6 '..J,', +.+ > t 'c— `t 4�' 'A� `�'i � ��� '�`� k ��;.p Y `�'� UL -'C �i+i _}. �i[. �.i_ Ji ', 't--. ".CY:• Score'Y °y. `"'''�Q Thc� , Mf.overedF/ Nt$Covered� ", . r5.5 m '..,!;,..4.5,4 ur 4- �..�e,.e tfa as °,by Watchglas r , ,,tt c* �k ,3"�T f� �t ;i'. �:; l,jj�l ��. �/1 'i., `i, M 4. d:Y �p�al? �'�i, .i IFC "�,� 3 ,•lfd? jy i Yj jf. Visual,Effect . t c-- c.s �, .0 ;�. ��...'4.� -- �rLi` s ,Y: �Tjtiv}Y CR °� �. L: �." � +3} �, ,F •j8 Naphtha Ethyle Alcohol (90% v /v) 1/1 Household Amonia 0/0 Citric Acid (10% w /v) 0/0 Povidone Iodine, 10% 0/0 Urea (6% w /v) 0/0 Hydorgen Peroxide Solution, 0/0 3% 0/0 Household Bleach (5% ± 0.5% aqueous solution of 0/0 Sodium Hypochlorite No Effect No Effect No Effect No Effect No Effect No Effect No Effect No Effect Fingernail Polish Remover Trisodium Phosphate (5% w /v) Vinegar Distilled Water No. 2 Pencil Vegetable Oil Isopropyl Alcohol (90% v /v) Lye Solution (1 -2% w /v) Pine Oil Instant Coffee (ltsp instant coffee per 6oz. (170m1) of water) Catsup Prepared Yellow Mustard Wet Pekoe Tea Bag (6oz. (170m1) of water) Acetone Permanent Marker (contrasting colors) Ball Point Ink Pen (medium point- contrasting colors) Black Paste Shoe Polish Wax Crayon Total 2/0 0/0 0/0 0/0 1/1 0/0 0/0 0/0 0/0 1/1 0/0 1/1 2/2 2/0 2/2 2/2 2/2 1/1 17/13 = 30 No Effect No Effect No Effect No Effect No Effect No Effect No Effect No Effect No Effect No Effect No Effect No Effect No Effect No Effect No Effect No Effect No Effect No Effect Table 4. Cleanability / Stain Resistance - Ivory Quartz Report of results for LG HI -MACS on Arctic White (Sample #010803001 -002) Naphtha y'c Mei+^ a.: .;F�'rX�K:,Nr...;`:��yy2: •w}ti f'•. Cove�edl /•)Ngtx.Coverec i/1by51Vatchglass y4F. 0/0 Ethyle Alcohol (90% v /v) 0/0 and Ivory Quartz (Sample #010803003 -004) No Effect No Effect Household Amonia 0/0 No Effect Citric Acid (10% w /v) 0/0 No Effect Povidone Iodine, 10% 0/0 No Effect Urea (6% w /v) 0/0 No Effect Hydorgen Peroxide Solution, 0/0 No Effect 3% Household Bleach (5% ± 0.5% aqueous solution of 0/0 No Effect Sodium Hypochlorite Fingernail Polish Remover 0/0 No Effect Trisodium Phosphate (5% 0/0 No Effect w /v) Vinegar 0/0 No Effect Distilled Water 0/0 No Effect No. 2 Pencil 1/1 No Effect Vegetable Oil 0/0 No Effect Isopropyl Alcohol (90% v /v) 0/0 No Effect Lye Solution 0/0 No Effect (1 -2% w /v) Pine Oil 0/0 No Effect Instant Coffee (ltsp instant coffee per 6oz. (170m1) of 0/0 No Effect water) Catsup 0/0 No Effect Prepared Yellow Mustard 0/0 No Effect Wet Pekoe Tea Bag (6oz. 1/1 No Effect (170m1) of water) Acetone 0/0 No Effect Permanent Marker No Effect (contrasting colors) 2/2 Ball Point Ink Pen (medium 1/1 No Effect point- contrasting colors) Black Paste Shoe Polish 1/1 No Effect Wax Crayon 1/1 No Effect Total 7/7 = 14 Table 5. Visual Defects - ISSFA SST 5.1 Report of results for LG HI -MACS on Arctic White (Sample #010803001 -002) and Ivory Quartz (Sample #010803003 -004) -rArctic•White• ' 1 at 0.020 (sq.mm) Pass Dirt-Show Side Voids -Show Side Voids - Backside mm (in.) Light Resistence ISSFA SST 7/1 -00 1 at 0.025 mm (0.001 in.) Pass None, Pass None, Pass 1 at 0.025 1 at 0.127 (0.001 in.) (0.005 in.) Pass Pass No Effect - Pass No Effect - Pass Stain Resistance /Chemical Resistance Water marketing pen (black), coffee, tea, whisky, milk, distilled liquor, edible oil, urine, 10% iodine fluid, etc. * Removing with water Crayon, water, marking pen (red), lipstick, etc. Removing with neutral detergents Oil marketing pen, eye brow pencil, etc. * Removing with cleanser Cloric Acid (20 %) ** No Change Sulfuric Acid (20 %) ** No Change Ammonia (28 %) ** No Change Sodium Hydroxide (40 %) ** No Change Methyl Alcohol ** No Change Toluene ** No Change Xylene ** No Change * Test Time: 24 hours ** Test Time: 16 hours (KSM 307) RFC swfEn COMM CO(1044141 ry,. REVEL, ' Field Report Report #: 51570 A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E.,,Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425`.881.5441 Client: NorthWest Handling Systems, Inc. 1100 SW 7th St. Renton, WA 98055 -2939 Contact: Thom Drew Project Number: Permit #: Project Name: Address: 10 -163 D10 -135 FNS, Inc. 18290 Olympic Ave. S. Inspection Performed: Proprietary Anchors Date: 6/9/2010 Time: 10:30:00 AM Temperature: 55 Observed installation of 6 new rows of pallet racking between grids C and D. The three rows south of grid D have yet been built. Hilti KB -TZ 1/2" x 4 1/2" expansion anchors were used according to manufacturers' recommendations. Calibrated torque wrench was used to verify 40 ft. lbs. torque at a representative portion of bolts per ESR 1917. AAR will return at client's request. Distribution: ,/ Distribute Client Distribute Engineer V Distribute Municipality Distribute Architect Distribute Contractor Distribute Owner Distribute Other Distribute Other Inspector: Bosma, Rory 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 PER C i ,t RD COMA O PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -135 DATE: 05/17/10 PROJECT NAME: FNS, INC. /LG SOLID SOURCE SITE ADDRESS: 18290 OLYMPIC AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued 4-cling 4 -cling ivision Public Works A-0 AIAL to-1-10 Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 05/18/10 Not Applicable U Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/15/10 Approved ❑ Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople P ter Friendly Page 1 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 10/9/2011 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 J &Nbsp; 01/01/1980 Amount Thomas, Kevin A &Nbsp; 01/01/1980 PMDG24651605002 Kosty, Clark R &Nbsp; 01/01/1980 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 815103354822BCM 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 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 $1,000,000.0009 /28/2007 27 ACE AMERICAN INSURANCE COMPANY PMDG22904279 11/01/2006 11/01/2007 $1,000,000.00 10/27/2006 26 BURLINGTON INS CO HGL0011190 11/01/2005 11/01/2006 $1,000,000.00 11/04/2005 25 BURLINGTON INS CO HGL0007660 11/01/2004 11/01/2005 $1,000,000.00 11/01/2004 24 AMERICAN CAS CO OF READING PA C1073177481 11/01/2003 11/01/2004 $1,000,000.00 10/30/2003 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/lni/bbip/Print.aspx 06/07/2010 50' 50' 200' 50' 50' EXIT 0 0 0 xA------20'-8" i 24' -7" i 24' -7" 0 EXIT OFF ICE J EXIT. 4" 24' -7" 24' -7" 24' -4 44X120 o.c 1 44X120 44X120 5' -g„ 44X120 44X120 44X120 32X120 B 32X120 44X120 44X120 32X120 I1 32X120 32X120 11 32X120 44X120 44X120 44X120 44X120 5' -2„ 44X120 44X1 20 32X120 11 32X120 44X120 44X120 O 44X 44X120 44X120 44X120 44X96 32X120 11 32X120 d 32X120 jj 32X96 44X120 144 44X144 44X120 44X120 44X96 44X144 } 44X144 32X144 32X 144 32X144 32X1144 32X144 EXIT EXIT „ PLAN VIEW PLA NORTH SCALE: 1/16" =1' -0" 4.11 ,W d elo.somoki�'Al r+7 P : ` Ali* it iP.0 k.44.1.si,A. No changes s al blelmade to the scope work without prior approval of pe Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. SITE MAP 18290 Olympic Ave. S. Tukwila, WA FILE COPY Permit No. too- Lam, Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize t(r. t olation of any adopted code or ordinance. Receipt 01 approved Field Copy and conditions is acknowledged: By Date: (( >,?,9�v City Of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 4 2010 City of Tukwila BUILDING AiviSinti +b'iYfMM%Y'iWln + �ti£ir�}}'�kwYNt�.kNk»'�3iAM�hFW x4h+4,eei+ /is'Hknid7 {4sAf!''W.iMm'.F CI OCFKVDIALA MAY 17 2010 PERMIT CENTER DRAWING NUMBER 1:2‘0•••• +I kY�.: l?✓FhiN9'�wr•'1Je`+`WI`!�' N.' Trki/ wde4YCCairkMNiSWi .+tiML'%NNfi�l`bir.tigSki�a�'�� •. 143' 0 EXIT OFF ICE J EXIT. 4" 24' -7" 24' -7" 24' -4 44X120 o.c 1 44X120 44X120 5' -g„ 44X120 44X120 44X120 32X120 B 32X120 44X120 44X120 32X120 I1 32X120 32X120 11 32X120 44X120 44X120 44X120 44X120 5' -2„ 44X120 44X1 20 32X120 11 32X120 44X120 44X120 O 44X 44X120 44X120 44X120 44X96 32X120 11 32X120 d 32X120 jj 32X96 44X120 144 44X144 44X120 44X120 44X96 44X144 } 44X144 32X144 32X 144 32X144 32X1144 32X144 EXIT EXIT „ PLAN VIEW PLA NORTH SCALE: 1/16" =1' -0" 4.11 ,W d elo.somoki�'Al r+7 P : ` Ali* it iP.0 k.44.1.si,A. No changes s al blelmade to the scope work without prior approval of pe Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. SITE MAP 18290 Olympic Ave. S. Tukwila, WA FILE COPY Permit No. too- Lam, Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize t(r. t olation of any adopted code or ordinance. Receipt 01 approved Field Copy and conditions is acknowledged: By Date: (( >,?,9�v City Of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 4 2010 City of Tukwila BUILDING AiviSinti +b'iYfMM%Y'iWln + �ti£ir�}}'�kwYNt�.kNk»'�3iAM�hFW x4h+4,eei+ /is'Hknid7 {4sAf!''W.iMm'.F CI OCFKVDIALA MAY 17 2010 PERMIT CENTER DRAWING NUMBER 1:2‘0•••• +I kY�.: l?✓FhiN9'�wr•'1Je`+`WI`!�' N.' Trki/ wde4YCCairkMNiSWi .+tiML'%NNfi�l`bir.tigSki�a�'�� •. EXPIRES 12 -26 -11 ... • •.,,•\ 1 3/4" TYP f /STS ■ , ' ,, ... 601- • Ts '-- _.,_____}.• r(P. . �. ►i 0 '' . t; ! �y I \1 ,-- V a l 1'' BOTH SIDES TYP> i ❑ 1 I 1 I / ❑ �„ 6 m 0 cNI .. in r 5 15/16" (144" BEAMS) to \ 1/8 V1.5 " ,S , \ i .�/ i' I V t _ 0.07 - -�I " I 2 = N 1 —t. 1 /8 ' ,.� 2 3/4" , ig I C# Cep OK C AP A C� 7 t =.o1 SEC. A —A ::__ — - - - - -- — i I I •OO ° TYP i, I = ' TYP 1/8 • —� d . • • a $':C ----\ ----\ \ 'dq'.•e ... a e a'' ' d ' a e� '. d Ni t =.09" I 1 I 1 = - - 1 /8 V1.5" / / T' --r ` 1 II I 1 ff aa d e Q. — a a • I 0 J • i 6" t=3/8" • SEC. B —B (2)-1/2'10 3 ANCHOR BOLTS PER BASE PLATE 1/4" EMB., (SEE NOTE NO. 4) 7/16 "0 RIVET \ " ASTM A576-90B t =3/16" BRACING DETAIL CC . BEAM CONNECTION . 2 BASE PLATE DETAIL (3D ROW SPACER C4i 120" & 144" 44" 36" 44" 32" 32" = N �--- 5 1 /8" (120" BEAMS) © \ y ti 2\E :\ E NI- N M r & 5 15/16" (144" BEAMS) N R 'r \ \ 2 \ / 3/E \ cn tr) \ = N tf') - —~ 00\ \ \ 1 4. ;, :..'.. ..... 4000 #/ LEVEL (OVER 4 BEAMS) GENERAL CONFIGURATION TYPE "3" SIDE VIEW 120" & 144" 44" 36" 44" 120" & 144" 44" 36" 44" NOTES: 1— DESIGN AND CALCULATIONS OF THE INTERNATIONAL 2 —STEEL FOR 3 —NO FIELD OF THE 4 —ALL ANCHORS SPECIAL INSPECTION 5— CONCRETE 6— STORAGE 7 —RACK INSTALLATIONS A PERMANENT OF THE 8— STORAGE - VERTICAL OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS ARE IN COMPLIANCE WITH THE REQUIREMENTS BUILDING CODE 2006 EDITION, SECTION 2208 ALL SHAPES FY =55 KSI. ASTM A1011 GR.55 (EXCEPT AS NOTED) WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP APPROVED FABRICATOR #777 (E70XX ELECTRODES) HILTI KWIK BOLT —TZ (ESR -1917) IS REQUIRED SLAB 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF RACK CAPACITY AS SHOWN ON ELEVATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY RACK (SHOWN ON ELEVATIONS) RACKS SHALL BE INSTALLED WITH —A MAXIMUM TOLERANCE FROM THE OF 1/2" IN 10' -0" OF HEIGHT DEVIEINED FOR CODE COMPLIANCE RECEIu 1) CITY OF TUKWILA APPROVED MAY 17 2010 PERMIT CENTER City of Tukwila BUILDING DIVISION ei-3,to......\:56 i 11 © 32" 32" © 32" 32" © N 5 1/8" (120" BEAMS) CO\ \ �� " 5 1/8" (120" BEAMS) oo\ © '- ; � = td- In f = N \ 1 3/c \ c \ 5 15/16" (144" BEAMS) ID - re) r7 '� to 2.4.\---- r , 5 15/16" (144" BEAMS) [ 3/ N (4 \ 1 / �-- cv tr.) \ 1 cv up rr r — 3 r [r r 1• = acv p r in p kxOH4 44w ov WA i. c4 T I. ti RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 �\ _ \ \ i .:� : a, :. e : • •• '. • -- ......... a _. „•. '.: \ \ $ .: . :. .. e . ,...., : - •..� 6000 #/ LEVEL (OVER 4 BEAMS) 4000 #/ LEVEL (OVER 4 BEAMS) AT 3 TOP LEVELS 2000 #/ LEVEL (OVER 4 BEAMS) AT 4 LOWER LEVELS • SCALE: NONE DRAWN BY: -4..K11 , DATE 5 -3 -10 ��� :- . 93562 fV • 'O�' .rtCI$fl. O 4v FS ON �J� G` PROJECT: LG SOLID SOURCE, LLC. 18290 OLYMPIC AVE. SOUTH, TUKWILA, WA. 98188 �' TYPE 1 'a �' " SIDE VIEW TYPE 2 SIDE VIEW STORAGE RACK DETAILS JOB Na SHEET S; EO NO. EXPIRES 12 -26 -11