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HomeMy WebLinkAboutPermit D08-084 - LARSON JUHL - STORAGE RACKSLARSON-JUHL 3425 S 116 ST, ST 133 D08.084 Parcel No.: 1023049043 Address: 3425 S 116 ST TUKW Suite No: Tenant: Name: LARSON -JUHL Address: 3425 S 116 ST, SUITE 133 , TUKVVILA WA Owner: Name: TTA/E PROPERTY TAX DEPT 207 Address: PO BOX 4900 , SCOTTSDALE AZ 85261 Phone: Contact Person: Name: MIKE SORENSON Address: 1100 SW 7 ST , RENTON WA 98057 Phone: 206 - 818 -4488 doc: IBC -10/06 Cit f 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 Contractor: Name: NORTH WEST HANDLING SYSTEMS INC Address: 1100 S.W. 7TH STEET , RENTON, WA 98055 Phone: 206 255 -0500 Contractor License No: NORTHWH275JF DEVELOPMENT PERMIT DESCRIPTION OF WORK: PROVIDE FLUE SPACES (VERTICAL) BWETEEN BACK TO BACK SHELVES AND RACKS. ANCHOR ALL SHELVES AND RACKS THAT ARE NOT ANCHORED. Value of Construction: $0.00 Fees Collected: $180.23 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: * * continued on next page ** Permit Number: D08 - 084 Issue Date: 03/26/2008 Permit Expires On: 09/22/2008 Expiration Date: 10/09/2009 D08 - 084 Printed: 03 -26 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City 0STukwila 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 Permit Number: D08 - 084 Issue Date: 03/26/2008 Permit Expires On: 09/22/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Tune: 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: 1p V z/ 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 work. I am authorized to sign and obtain this development permit. Signature: Date: 36 a5c Print Name: „ /ei//r -e_ reks 0 en 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 -10/06 D08 -084 Printed: 03 -26 -2008 Parcel No.: 1023049043 Address: 3425 S 116 ST TUKW Suite No: Tenant: LARSON -JUHL 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • 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 PERMIT CONDITIONS Permit Number: D08 -084 Status: ISSUED Applied Date: 02/14/2008 Issue Date: 03/26/2008 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. 6: 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. 7: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: 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. 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 13: High -piled combustible storage is combustible materials in closely packed piles more than 12 feet m height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 doc: Cond -10/06 D08 -084 Printed: 03 -26 -2008 feet. (IFC 2302) 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 14: 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) 15: Maintain minimum 6" longitudinal flue space between back -to -back racks. (NFPA 13- 12.3.1.14.1) 16: Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row, and multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted. (NFPA 13- 12.3.1.13) 17: Pallets shall be stored no higher than 6 feet (1.8 m). Each pallet pile of no more than four stacks shall be separated from other pallet piles by at least 8 feet (1.4 m) of clear space or 25 feet (7.6 m) of commodity. Idle wood pallets shall not be stored in racks. (NFPA 13- 12.1.9.1.2) 18: Aisles in sprinldered buildings shall be a minimum of 44 inches (1118 mm) wide. Aisles shall be a minimum of 96 inches (2438 mm) wide in high -piled storage areas exceeding 2,500 square feet (232 m in area, that area accessible to the public and designated to contain high- hazard commodities. Aisles shall be a minimum of 96 inches (2438 mm) wide in areas accessible to the public where mechanical stocking methods are used. (IFC 2306.9.1.1) 19: The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. (IFC 2306.9.2) 20: Warehouses designed for high -piled stock shall establish and maintain aisleways of not less the 44 inches to provide access to all exits and fire department access doors. (IFC 2306.9.1.1) 21: 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 sprinldered areas of buildings. (IFC 315.2.1) 22: 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) 23: 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 manufacturers 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) 24: 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) 25: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available doc: Cond -10/06 D08 -084 Printed: 03 -26 -2008 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 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) 26: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 27: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 28: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 29: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. 30: 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) 31: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 33: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 34: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 35: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * *continued on next page ** D08 -084 Printed: 03 -26 -2008 Signature: Print Name: doc: Cond -10/06 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 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 provision of any other work or local laws regulating construction or the performance of work. s j l Date: 3/ 4./(:, cr D08 -084 Printed: 03 -26 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http. www.ci.lukwila.lra. 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 ** King Co Assessor's Tax No. : Site Address: 3 L I (P5 S. i/6 S 7' • ( . 3 Suite Number: / / 33 Floor: Tenant Name: L. ars©n ".F LA d 1 Property Owners Name: 1 ' M-4n` , '1 - Mailing Address: I .." D ,-; VL $ . i;e_ O 9 -oO City CONTACT PERSON — who do we contact when your permit is ready to be issued Name: All ' / k e �© Co P15 ., r'l Mailing Address: 1(00 5. 7 4 ' ST, E -Mail Address: V" SO 01 € 1wttS - CO" GENERAL. CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: A1 O r-+k We Sfi Mailing Address: ,, �0 0 S- Contact Person:Z v. So r-0 E -Mail Address: VV S 0 C -Q )/) / / I LA) rl S COv2-, Fax Number: L/ a-&8 6 9'/ Contractor Registration Number: Aide, w / a-7S 3 Expiration Date: /6/01 /26 AR — All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -M • dress: ENGINEER OF, RECORD All plans must be we stamped by Engineer of Record Company Name: Mailing Address: Contact Person: art I S City E -Mail Address: Fax Number: Q. \Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised. 9 -2006 bh ' Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. For o ice use on New Tenant: ❑ Yes State City State Zip Day Telephone: we ak'to 3 .< g - / vti ? 73 V.No Zip Day Telephone: 9.0 6- 2/8 " /Lf V b("71 7 City State Zip Fax Number: / a-S ' a ff' 6 9' y4 k4 9E6'3 7 State Zip Day Telephone: c 6 cc-7 - City Day Telephone: Fax Number: Page 1 of 6 BUILDING PERMIT INFORMATION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ c? 60 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): Pr-6 v Gaa_c 646/.< l v e- f + r€-s. , �1 '— q �/ �� v e s ���/ �� e s K.41-- a !L° 11.07 Pi--e ct,,(iz_ .,SJr2 Car "aj eteln , i nC1l * ,A4 1 0 610 v f r cL s g e Jv.4r, s ecl a e= ; ' p cfs s d rte.64 r: Will there be new rack storage? R....Yes D.. No If yes, a separate permit and plan submittal will be required. PLANNING DIVISION: Provide All Building Areas in Square Footage Below Q:\Applications\Forms- Applications On LineU -2006 - Permit Application.doc Revised: 9 -2006 bh 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 it No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: J J K1, Sprinklers ❑ Automatic Fire Alarm ❑ None ®. Other (specify) �2� u 1 `r ❑ Yes N" 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. Will there be storage or use of flammable, combustible or hazardous materials in the building? 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. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type Occupancy I of per C ls Floor ? 3 ; 600 I 2' Floor 3r Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ c? 60 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): Pr-6 v Gaa_c 646/.< l v e- f + r€-s. , �1 '— q �/ �� v e s ���/ �� e s K.41-- a !L° 11.07 Pi--e ct,,(iz_ .,SJr2 Car "aj eteln , i nC1l * ,A4 1 0 610 v f r cL s g e Jv.4r, s ecl a e= ; ' p cfs s d rte.64 r: Will there be new rack storage? R....Yes D.. No If yes, a separate permit and plan submittal will be required. PLANNING DIVISION: Provide All Building Areas in Square Footage Below Q:\Applications\Forms- Applications On LineU -2006 - Permit Application.doc Revised: 9 -2006 bh 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 it No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: J J K1, Sprinklers ❑ Automatic Fire Alarm ❑ None ®. Other (specify) �2� u 1 `r ❑ Yes N" 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. Will there be storage or use of flammable, combustible or hazardous materials in the building? 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. 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 AUTHORIZE ENT: Signature: Date: Name: k'7',4 � l'p�,t S`C -? Day Telephone: 0206 - 7 Vc Mailing Address: / /0O Date Application Expires: - 14 -Gs Date Application Accepted: 2.-1 4-0O Q:\Applications\Forms- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh City State Zip ( Ty Initials: Page 6 of 6 Parcel No.: 1023049043 Address: 3425 S 116 ST TUKW Suite No: Applicant: LARSON -JUHL Receipt No.: R08 -00905 Initials: WER User ID: 1655 Payee: MICHAEL SORENSON ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 7088 111.00 RECEIPT Account Code Current Pmts 000/322.100 106.50 000/386.904 4.50 Total: $111.00 Permit Number: D08 -084 Status: APPROVED Applied Date: 02/14/2008 Issue Date: Payment Amount: $111.00 Payment Date: 03/26/2008 10:04 AM Balance: $0.00 n29 03/25 ''71i TOTAL 111.0C doc: Receiot -06 Printed: 03 -26 -2008 Parcel No.: 1023049043 Address: 3425 S 116 ST TUICW Suite No: Applicant: LARSON -JUHL Payee: NORTHWEST HANDLING SYSTEMS ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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 RECEIPT Receipt No.: R08 -00432 Payment Amount: $69.23 Initials: BLH Payment Date: 02/14/2008 01:03 PM User ID: ADMIN Balance: $111.00 TRANSACTION LIST: Type Method Description Amount Payment Check 7071 69.23 Account Code Current Pmts 000/345.830 69.23 Total: $69.23 Permit Number: D08 - 084 Status: PENDING Applied Date: 02/14/2008 Issue Date: 8617 02/14 4710 TOTAL 69.23 doc: Receiot -06 Printed: 02 -14 -2008 Projeect: ,,,,// Type of Inspection: Address: /2:5 / Date Called: Special Instructions: S :1 "- (_: J 1 ., Date Wanted: . a �� Requister: Phs�neNggi g�,� �J - T 7 � %lam INSPECTION RECORD ��pp Retain a copy with permit ,l ��r-� - INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 'fir 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: p --- p(c l (A -46i iv D Lstt r9 6 Q. - )04 Inspeyfor: J `` Date: / J r $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: • .. • Project: L A t sow - - TU L Type of Inspection: Address: - ;41 2 S 50 Suite #: i33 4 Contact Person: 11. - 2-0,4 0 ! Special Instructions: • Phone No:: .106 e 3i 4 t- l irgl Occupancy Type: Needs Shift Inspection: mbq Sprinklers: Fire Alarm: Hood & Duct: Monito Pre -Fire: • Permits: a Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 1)-asp PERMIT NUMBERS 444 Andover Park East, Tukwila Wa. 98188 206 - 575 -4407 Corrections required prior to approval. COMMENTS: A G.. f /N 6 P i l6.'4 PM Inspector: '4 570 Date: ' f (, 471 ' .�- Ii Hrs.. $80.00 REINSPECTION FEE !REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 BY G. GHANIAN DATE . 2 -6 -08 SUBJECT COLUMN _ABALYI$ ■■ t/ t.075" COMBINED 1- COMBINED STRESS RATIO - aa M ax + — 4.N + 26 = .88 <1.33 OVERTURNIN'i M OT= •1 Kx2x120 ").5x1.15 = 14 " M R = .55 23 "K NO UPLIFT BASE PLAT ANCHOR SHI :AR = .1 K (1) -3/8 "0 ANCHOR PER B/.SE PL. 2" EMB. ANCHORS HILTI KWIK BOLT - TZ ESR -1917 OR APPROVED EQUAL MOMENT AT BEAM CONNECT ON M _2+2 _2 "x CONIC 2 2 V = .262x3.14 x80x.4= 1.5 laver Ma = 1.5 Kx'I.5 "x1.33 =3 `K CONN Z0 /Z0 39Vd RAdK DENION & ENt4INEERIN( d0. 412 WET BROADWAY, QUITE #204 GZENDALB, OA. 91204 TEL;(818)240 -3810 FA&(810) -3813 FILE C RECEIVED CITY OF TUKYALA MAR 13 2008 PERMIT CENTER NEIS3Q )13VZ1 Y Permit A on xsr Pl F : -3 ,:pp oval is subject k arOm!Ssions. „n.4=•40• : e ; ,; , rp rt. dar r ! ?utO11Z l C 5,4;=.6 Q =.7 N P FL'x'A =4.8 M a =S �� F b= _. 2.6" 5 1/4" ET8E -0VZ -8 T8 SHEET NO 6 JOB NO.. RD -12977 REVIEWED FOP CODE COMPLL4NI APPROVED MAR 2 0 Z9 :T0 8002 /ET /E0 Of Tukwila DIV S1Q CORRECTION LTR# BY G. OHANIAN RAdK DEOIdN & EN(nINEERIN( do. DATE 2 -6 -08 412 WEOT BROADWAY, SUITE #204 SUBJECT dLENDALE, a. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: FILE COPY Permit No LARSON -JUHL 3425 S 1 1 6TH ST. SUITE 133 SEATTLE, WA. 98168 PER IBC 2006 EDITION STORAGE RACKS CAPACITY: 1500 # / LEVEL AT PALLET RACKS 300 # / LEVEL AT SHELVING CALCS. 1 THRU 6 DRAWINGS: RD -12977 U0 8- 09L1 EXPIRES 12 -26 -09 SHEET NO 1 JOB NO.. RD -12977 REVIEWED FOR CODE C OMPLIANCE AP PROVED MAR 2 0 20p8 'w•'1 �L./ G" O f Tukwila B LD DM N FEB. 14 2008 � I 1 i t 1 I BY G. OHANIAN DATE 2 - - 08 SUBJECT BEAM M= 144°x.9K =16 "K 8 S R — 3 6"K = .48 <.66 3 144 384x1 xE —'77 "< 180 — 8 „ • SEISMIC DESIGN _ S DSxl V— Rx 1.4 WORKING STRESS 1 =1 R =6 MOM. CONN. R =4 BRACED S =1 W =D.L.+ 3 L.L. LOAD PER COLUMN W .2 2.5L.L 2.7 K V = 1x1x2.7= 48K TRANS. 4x1.4 • PALLET RACK IBC 2006 ASCE 7 (SEC. 15.5.3) V — 1x1x2.7 =. 32K LONGIT. 6x1.4 RAdK DEOICN & EN(4INEERIN(4 co. 412 WET BROADWAY, SUITE #204 LENDALE, CIA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 0 N N 36" SIDE VIEW 1500 #/ LEVEL +25% IMPACT LOAD 900 #/ BEAM I =1.3 S =.66 F Y= 55 KSI. LONGIT. SEISMIC L.L.= 2 x 5x1.5K =2.5K .06K 2•K = 4 "K 3 2 ca. .32 K .12K — 1•K .08 K 1"K 2•K .05K 4•K .03 K 3 6•K 2•K 0 3"K 6"K SHEET NO 2 JOB NO. RD -12977 1 s s f „t7Z ^ „VZ '' „92 „21: I s s BY G. OHANIAN DATE 2 - - 08 SUBJECT BEAM M= 144°x.9K =16 "K 8 S R — 3 6"K = .48 <.66 3 144 384x1 xE —'77 "< 180 — 8 „ • SEISMIC DESIGN _ S DSxl V— Rx 1.4 WORKING STRESS 1 =1 R =6 MOM. CONN. R =4 BRACED S =1 W =D.L.+ 3 L.L. LOAD PER COLUMN W .2 2.5L.L 2.7 K V = 1x1x2.7= 48K TRANS. 4x1.4 • PALLET RACK IBC 2006 ASCE 7 (SEC. 15.5.3) V — 1x1x2.7 =. 32K LONGIT. 6x1.4 RAdK DEOICN & EN(4INEERIN(4 co. 412 WET BROADWAY, SUITE #204 LENDALE, CIA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 0 N N 36" SIDE VIEW 1500 #/ LEVEL +25% IMPACT LOAD 900 #/ BEAM I =1.3 S =.66 F Y= 55 KSI. LONGIT. SEISMIC L.L.= 2 x 5x1.5K =2.5K .06K 2•K = 4 "K 3 2 ca. .32 K .12K — 1•K .08 K 1"K 2•K .05K 4•K .03 K 3 6•K 2•K 0 3"K 6"K SHEET NO 2 JOB NO. RD -12977 BY G. OHANIAN DATE . 2 -6 -08 SUBJECT COLUMN ANALYSIS COMBINED STRESS RATIO P + M — 10 +12 = .77 <1.33 P ax BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .48 K (1) -1/2 "o ANCHOR HILTI KWIK BOLT —TZ ESR -1917 OR APPROVED EQUAL. ALLOW. TENSION =.9 K ALLOW. SHEAR =1.5 K Fy =55 KSI A =.43 S =.36 r =1.1 r =.63 P 5/3 V 5/3 0 )5/3(.48 5/3 ( P a ) +( — ( .9 ) + ( 1 .5 ) _ .14 <1.33 MOMENT AT BEAM CONNECTION 7/16 "9 RIVET A = .1 Fy =79 Va = .1x79x.4 = 3 K Ma = 3Kx4 "x1.33 = 16 " 3 PIN CONN. CONN. RAdK DEOI(N & ENGiINEERIN( d0. 412 W E T BROADWAY, �1UITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 KI — 36x1.7 = rx 1.1 KI = 42 —66 -r— y . M = S = "K 2 Fe = K )2 � = r F =F (1— 4F )= 46 KSI P =F xA= 20 P =Pn —101( a - 1.92 — 2..7 K Q 3 SHEET NO 3 RD -12977 JOB NO. 3 "x3 "x1/8" BASE PLATE N BY G. OHANIAN DATE . 2 -6 -08 SUBJECT OVERTURNING MOT = . 48 K x2x144 "x.5x1.15 =79 "K MR = 2.7 "= 113 "K NO UPLIFT LOAD TO DIAGONAL P = .48 5 ? = 1.18 42 F =55 KSI A =.31 r =.48 Q =.74 L= 52" CHECK WELDS 1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL) 3x.125x.707x70x.3 = 5.7 K CHECK SLAB 2700 — 2.7 0' 1000 Fa= 1 2 . 3 KSI P = 3.8 K 2.7x144=389 0" 389 =20" M= (12 )2x1000x 2 x12 =1500 # S= 12x5 = 50 6 1500 = 30 <1.6 V' 2500 =80 50 RAdK DENI(N Sc EN(4INEERIN(I do. 412 WET BROADWAY, QUITE #204 LE NDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 TOP LEVEL LOADING M .16Kx2x144 " =46 " K MR =.90 Kx42 "= 38 "K UPLIFT = 46-38 K 2 3 8 =.19 BOTH SIDES TYP. 2700# SHEET NO. 4 JOB NO. RD -12977 5" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL BY G. OHANIAN DATE. 2 -6 -08 SUBJECT "DRB" BEAM 300 # / LEVEL 150 # / BEAM 1 3/32" 48" 1 1 I X =.215 — x S,=.13 F 36KSi. Y M= 48 "x.15 K = 9 " 8 S R = = . <. LOAD PER COLUMN P= 3x.3K —.45 2 W =.1 +.45 =.55 D.L. L.L. RAdK DEOION & EN(4INEERIN( d0. 412 WET BROADWAY, QUITE #204 LENDALE. dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHELVING FRONT VIEW SIDE VIEW v= 4x1.4 K = .1 K BASE SHEAR PER COL. "DRBZ" BEAM S,=.06 F Y=3 6Ksi. LONGIT. SEISMIC 1 .05 K .03 K .02 K SHEET NO 5 JOB NO. RD -12977 BY G. OHANIAN DATE. 2 -6 -08 SUBJECT COLUMN ANALYSIS NO UPLIFT BASE PLATE M _ 2 +2 = 2 "K CONN. 2 COMBINED STRESS RATIO P M M — .55 + = .88<1.33 P Max 4.8 2.6 OVERTURNING .1 Kx2x120 "x.5x1.15 = 14 "K M = MR = .55K x42"= 23 " ANCHOR SHEAR = .1 K (1) -1/4 "0 ANCHOR PER BASE PL. 2" EMB. ANCHORS HILTI KWIK BOLT —TZ ESR -1917 OR APPROVED EQUAL MOMENT AT BEAM CONNECTION 2 V O alveT = .25 3.14 x80x.4 =1 .5 K 4 Ma = 1.5 "x1 .33 =3 "K CONN RAdK DEOI(N & EN(INEERIN(I do. 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 F =36Ksi A =.40 Smin • 12 rmin =. Q =.7 N N .25 "0 RIVET F Y KSI KI = 38 r .64 — 59 F = 12.1 KSI P F =4.8 M 0 = min F 2.6 " 1 BEAM — 5 1/4" N — 1 4 4 4 I I J SHEET NO. 6 JOB NO. RD -12977 1 COLUMN e Material Handling Experts FILE Petintlit No. —_ n \ i �J 911 1 3 1 , 01 " 11t0 f, r 1' 1100 SW 7th St r ...: , Renton, WA 98055 (425) 255 -0500 ph (425) 228-6946 fax ATTN: FIRE Et BUILDING DEPARTMENTS RACK INFORMATION SUPPLE SITE ADDRESS: 3425 S. 116 St. #133 TENANT NAME: Larson - Juhl DATE: February 11, 2008 APPLICANT: Mike Sorenson / (206) 818 -4488 1. Load application and shelving /rack configuration drawings attach 2. Attached plans detail the shelving /rack locations, dimensions, and specifications. Attached plans detail the building configuration. 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. Items stored in racks: Picture frame matboard products (cotton Et wood pulp). Financial records stored in banker boxes on wood pallets. 6. Sprinkler System Information: .39 GPM / 5800 square feet. Design: 2432 gpm ® 53 psi. Please see attached test results from Patriot Fire Protection. 7. Smoke and heat vents: In place but not required for this size project. 8. Building egress and exits indicated on attached drawings. tO5.mb Q9UJ RE•7]VEP FEB 14 2008 PEFiivu CENTE ATRIOT FIRE PROTECTION, INC. Occupancy Name Occupancy Address Contact Person Riser # 1 & 2 Type of Occupancy: OWNER'S SECTION, 1 . Check current hazards ' .North Bldg. 6 Permit o " ~ ins Date 7 / 23 / 07 p. 3425 South 116th I St.. Tukwila 2. Date of last inspection: 3. Fire protection modifications since last inspection: Greg Coleman Rreef Properties Telephone 206431 -8336 Type Wets System I.D. # (on riser) ❑ Retail X Offices ❑ Assembly X Industrial ❑ Storage ❑ Other i] Use or Storage of Hazardous Materials ❑ Stock Piled Over 12' High ❑ Other 4. Describe any change of occupancy use since last inspection: None 5. Date (approximate if unknown) sprinkler system installed: 6. Type of business at that time: Unknown 2707 70 Ave East Tacoma, WA 98424 Automatic Sprinkler System Phone 253.926.2290 Confidence Test Report Fax 253.pi96 Li., 'I C Ely ❑ High Rise (5 stories or more) ❑ High Rack Storage REVIEWED FOR 7. When was the system piping last checked for stoppage, corrosion or foreign material? (Required every 5 years) flushed 05 INSPECTOR'S SECTION 1. GENERAL a. b. (All responses reference current inspection) Is the system hydraulically designed? X If hydraulically designed, are risers properly marked per NFPA 13? X 5800 Sq. ft. residual pressure @ riser Discharge density .39 Per Gallons per min. 2432 c. If not hydraulically designed, indicate the piping schedule: Light Ordinary X Extra �/ d. Are all areas of the building provided with sprinkler protection per NFPA 13? X e. Record water pressure at riser 105 f. Record max height of riser (stories OR feet) tWO g. Is the building occupied? X Page 1 of 4 t O6o8zI 53 h. Is there a minimum of 18 in. (457 mm) clearance between the top of the storage v and sprinkler deflectors? X i. Is all sprinkler piping protected against freezing? X YES NO N/A ECE !Er FEB 14 2008 PERINIT CENTEF, 2. CONTROL VALVES YES NO N/A a. Are all sprinkler system control valves and all other valves in the appropriate open or closed position? X b. Are all control valves in the open position and locked or sealed? X c. Are all control valves properly signed? X 3. TANKS, PUMP, FIRE DEPARTMENT CONNECTIONS YES NO N/A a. Are fire pumps, gravity tanks, reservoirs and pressure tanks in good condition and properly maintained? X b. Has annual test for fire pump been performed? X c. Are fire department connections in satisfactory condition, couplings free, caps in place, check valves tight, and drop valves functional? X d. FDC check valve internally inspected within past five years? 4. WET SYSTEMS YES NO N/A a. Are all control valves in the appropriate open or closed position? X b. Have antifreeze system solutions been tested? X c. Were the antifreeze test results satisfactory? X d. Is building adequately heated? X 5. DRY SYSTEMS YES NO N/A a. Is the dry pipe valve in service? X b. Is the air pressure & priming water level in accordance with manufacturer's instructions? X c. Has the operation of the air or nitrogen supply been tested? X d. Were low points drained during this inspection? X e. Did quick - opening devices operate satisfactorily? X f. Was dry pipe valve tripped during this inspection? (Attach data) X g. Did heating equipment in the dry-pipe valve room operate properly at the time of inspection? X h. Internal exam of piping conducted in (Year) (Required every S years) i. Was the dry piping checked for proper pitch? X 6. ALARMS YES NO N/A a. Did water motor gong test satisfactorily? X b. Did electric alarm operate satisfactorily? X c. Central Station monitoring verified? Yes By whom? Patriot Fire Protection, Inc d. Water flow alarm activation verified? X e. Valve supervision verified? X 7. SPRINKLERS YES NO N/A a. Are all sprinklers free from corrosion, loading or obstruction to spray discharge? X b. Are all sprinkler heads less than 50 years old? X c. Is stock of spare sprinklers and special head wrench available? X d. Does the exterior condition of the sprinkler system appear to be satisfactory? X e. Temperature. Are sprinklers proper temperature ratings for their locations? X f. Approximate number of sprinklers in system 300 plus g. Date and name of company performing LAST inspection posted on system main valve: 7/06 Patriot Fire Protection Inc. Page 2 of 4 System Type and/or Number Test Pipe Location Size Test Pipe Static Pressure Residual (Flow) Pressure #1 Wet At riser 2" 105 90 #2 Wet At riser 2" 105 90 Q.O.D. TRI P OK TIME TO TRIP THRU TEST PIPE WATER PRESSURE INITIAL AIR PRESSURE TRIP POINT AIR PRESSURE TIME WATER REACHED TEST OUTLET ALARM OPERATED LOCAL ALARM OPERATED REMOTE MIN. SEC. PSI PSI PSI MIN. SEC. IF NO, EXPLAIN: DRY PIPE OPERATING TEST DRY VALVE qO.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. Q.O.D. TRI P OK TIME TO TRIP THRU TEST PIPE WATER PRESSURE INITIAL AIR PRESSURE TRIP POINT AIR PRESSURE TIME WATER REACHED TEST OUTLET ALARM OPERATED LOCAL ALARM OPERATED REMOTE MIN. SEC. PSI PSI PSI MIN. SEC. IF NO, EXPLAIN: 8. Date dry-pipe valve trip tested (control valve partially open). (see Trip Test Table that follows) N/A 9. Date dry-pipe valve trip tested (control valve fully open). (see Trip Test Table, that follows — do every third year) 10. Date quick- opening device tested. (Required every year) N/A 11. List water flow tests of main drain made at sprinkler riser: N/A 12. Adjustments or corrections made during this inspection: None DELUGE & PREAC VALVES VALVES Operation: Hydraulic • Pneumatic • Electric • Piping Supervised P g P Detecting Media Supervised g P • Yes • No • Yes • No Does Valve Operate From the Manual Trip and/or Remote Control Stations • Yes • No Is there an Accessible Facility in Each Circuit For Testing If No, Explain: • Yes • No Make Model Does Each Circuit Operate Supervision Loss Alarm Does Each Circuit Operate Valve Release Maximum Time to Operate Release Yes No Yes No Min. Sec. None 13. Although these comments are not the result of an engineering review, the following desirable improvements are recommended: SPECIAL SYSTEMS a. Did the deluge or pre - action valves operate properly during testing? b. Did the fire detection devices operate during testing? c. Did the supervisory devices operate during testing? Auxiliary Equipment: No.? Type? Location? Test Results? This is to certify that this automatic sprinkler system has been inspected and tested in accordance with the standards adopted by the Washington State Fire Marshal and N.F.P.A., Standards 13 and 25. Name of Firm Patriot Fire Protection, Inc Mailing Address 2707 70th Ave East, Tacoma WA 98424 Name Name (Signature of Business Owner or Representative) Title Inspector Phone # 253- 926 -2290 Title Date Date 7-23 -07 Page 4 of 4 YES NO N/A X X X .1 February 26, 2008 Mike Sorenson 1100 SW 7 Street Renton, WA 98057 • • City of Tukwila Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #1 Development Application Number D08 -084 Larson -Juhl — 3425 South 116 Street, Suite 133 Dear Mr. Sorenson, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 - 433 -4163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. atk Sincerely, I Brenda Holt Permit Coordinator encl xc: File No. D08 -084 P:\Pennit Cen ter \Correction Letters\2008\D08 -084 Correction Ltr 41.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 J Building Division Review Memo Date: February 25, 2008 Project Name: Larson JUHL Permit #: D08 -084 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The engineering specks sheet 6 makes reference to ESR report # ESR -1917 indicating a 'A" diameter anchor bolts to be used. The smallest bolt shown in the ESR report is 3/8" diameter. Please revise report to clearly identify bolts to be used or provide the ESR report and identify where a ''A" bolt is specified. 2. In addition to item 1) identify recommendations for special inspection. If no special inspections are required, please note on specifications. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. PERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D08 -084 DATE: 03 -13 -08 PROJECT NAME: CARSON -JUNE SITE ADDRESS: 3425 S 116 ST, STE 133 Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 Incomplete n n n Permit Coordinator DUE DATE: 03-18 -08 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Structural Review Required 1 No further Review Required n DATE: DUE DATE: 04-15-08 Not Approved (attach comments) Ti DATE: Planning Division n Not Applicable Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Public Works Complete Comments: Please Route Documents/routing slip.doc 2 -28-02 PLAIT ACTIVITY NUMBER: D08 -084 DATE: 02 -14 -08 PROJECT NAME: LARSON - JUHL SITE ADDRESS: 3425 S 116 ST #133 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: � ro � Buying iv s on ► / TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: ti �z 41/0G - Ob Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required n • /OUTING SLIP n [� Permit Coordinator DUE DATE: 02 -19 -08 n No further Review Required DATE: DUE DATE: 03-18 -08 Not Approved (attach comments) d DATE: Planning Division Not Applicable n IV" n Permit Center Use Only CORRECTION LETTER MAILED: � - i -O Departments issued corrections: Bldg (Jp Fire ❑ Ping ❑ PW ❑ Staff Initials 1 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 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 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 Plan Check/Permit Number: D08-084 Issued i i P ft # Revision after Permit is � ❑ C of TI IKINILA ❑ Revision requested by a City Building Inspector or Plans Examiner MAR 13 2008 PERMIT CENTER Project Name: LARSON -JUHL Project Address: 3425 South 116 Street, Suite #133 Contact Person: Summary of Revision: Mike S orenson So S e (.l J on /y' dro2v -in as el/who i y f r1 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: / X Entered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: (-a.) s v�1r.gari `^ f �. c t reI = � /9/X T 7 ? /a6 l gol /v 7 c/o Phone Number: License Information License NORTHWH275JF Licensee Name NORTH WEST HANDLING SYS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600051641 Ind. Ins. Account Id 32999900 Business Type CORPORATION Address 1 1100 SW 7TH ST Address 2 City RENTON County KING State WA Zip 980552939 Phone 4252550500 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/6/1973 Expiration Date 10/9/2009 Suspend Date Separation Date Parent Company Previous License Next License NORTHHS963ND Associated License Bond Information 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 01/01/1980 512,000.00 10/09/2001 Business Owner Information Name Role Effective Date Expiration Date FRANCK, JAMES J 01/01/1980 THOMAS, KEVIN A 01/01/1980 KOSTY, CLARK R 01/01/1980 Look Up a Contractor, Electricjan or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I 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. • Page 1 of 3 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= NORTHWH275JF 03/26/2008 40' 40' 40' 24' — 24' -6" 24' -6" EXISTING RACKING INSTALLED, ANCHORED, & APPROVED ON PERMIT # B92-0003 0- 24'-- 0 24' -6" 3425 S. 116th St. #133 Tukwila, WA SITE MAP 4' -10" t 0 � I 48" typ 0 42" ty . 4' 4' t 24' -6" 5-10" 3' -4" if 6 typ. 4-1-1 0" 9 REVIEWED FOR CODE COMPLIANCE APPROVEC Mnh II r i' Of Tukwil, j ! _Vi_11'lNX.'_' ,1$ a .0i , 24' -6" OFFICE 4' -6" I, 1' PLAN 24' vt xc (0 I� 0 (o 0) x 0 (0 (0 rn X co (0 rn X 4' —4" t5 , PLAN VIEW N( ){2'1'11 SCALE: 3/32" - I' -0" 24' -6" J SEPARATE PERMIT REQUIRED FOR lErMechanical R Electrical NG umbing as Piping City of Tukwila BUILDING DIVISION FILE COPY Permit No. Ot • PIar4 review approval is subject to errors and moons. Approval of construction documents does not the violation of any adopted code or ordinance raze of approved Field Copy and conditions is Receipt By Date: City of Tukwija BUILDING DIVISION _. REVISIONS No c hanges shall be made to th ' scnrrr+ of work without prior approval of i Tukwila Building Division NOTE: Revisions will require a new plan submittal ' and may include additional plan review fees j D08 -oar .u.-4 4 FEB 14 2008 PEi ifuli i CENTER SHEET NUMBER W O cl < Z J Q W 0 �—Y 0 Y _ O O D < O w DRAWING NUMBER 0 14 QA, . 1/4"0 RIVET ... . ASTM A576 -908 (1) -1/2 "0 ANCHOR BOLT1..PER. PLATg 3 1/2" EMB., (SEE 'NOTE NO. '4) SHELVING POSTS 144",96" 11 1 2 0 \ 0 BEAM CONNECTION 36" 48" 1 NOJES: 1— DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE IBC 2006 EDITION 2 —STEEL FOR ALL SHAPES FY =55 KSI. ASTM A607-85 GR.55 (EXCEPT AS NOTED) 3 —ALL WELDED CONSTRUCTION IN THE SHOP OF THE APPROVED FABRICATOR #1464 (E70XX ELECTRODES) 4—ALL ANCHORS HILTI KWIK BOLT —TZ (ESR -1917) OR APPROVED EQUAL 5— CONCRETE SLAB 5" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF 6— STORAGE RACK CAPACITY 1500 #/ LEVEL AT PALLET RACK 300 #/ LEVEL AT SHELVING 7—ALL RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF NOTE NO. 6 8— STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF 1/2" IN 10' --0" OF HEIGHT EXPIRES 12 - - RECEIVED CITY OF TUKWILA MAR 1 3 2008 PERMIT CENTER CORRECTION LTR# REVISION RACK DESIGN AND ENGINEERING WEST BROADWAY, SUITE #204 GLENDALE, CA. 91204 .�.. SCALE: NONE DRAWN BY: A.KH. DATE: 1 -6 -08 p PROJECT: LARSON --JUHL 3425 S 116TH ST. SUITE 133, SEATTLE, WA. 98168 STORAGE RACK DETAILS cos NO. SHEET NO. RD -12977 1 OF 1