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Home My WebLink AboutPermit D08-413 - HOLMES ELECTRIC - STORAGE RACKSHOLMES ELECTRIC 18215 OLYMPIC AV S EXPIRED 03 -27 -09 D08 -413 Parcel No.: 7888900152 Address: 18215 OLYMPIC AV S TUKW Suite No: Tenant: Name: HOLMES ELECTRIC Address: 18215 OLYMPIC AV S , TUKWILA WA Owner: Name: JAMES CAMPBELL COMPANY L L Address: 1001 KAMOIULA BLVD , KAPOLEI HI 96707 Phone: Contact Person: Name: MIKE SORENSON Address: 1100 SW 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: NORTHWH275JF DESCRIPTION OF WORK: INSTALLATION OF NEW PALLET RACKING. Cit)Itf 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 DEVELOPMENT PERMIT * *continued on next page ** S Permit Number: D08 -413 Issue Date: 09/19/2008 Permit Expires On: 03/18/2009 Expiration Date: 10/09/2009 Value of Construction: $0.00 Fees Collected: $685.13 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: doc: IBC - 10/06 D08 -413 Printed: 09 -19 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: City *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 N N Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: S Permit Number: D08 -413 Issue Date: 09/19/2008 Permit Expires On: 03/18/2009 Date: I hereby certify that I have read and a ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied hether 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 ofyvork. I am authorized to sign and obtain this development ermit. Signature: rr Date: ‘.../// Print Name: '4 r r i < • 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 -413 Printed: 09 -19 -2008 Parcel No.: 7888900152 Address: Suite No: Tenant: HOLMES ELECTRIC 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 18215 OLYMPIC AV S TUKW PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -413 ISSUED 08/26/2008 09/19/2008 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 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: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: 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) 14: 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 doc: Cond -10/06 D08 -413 Printed: 09 -19 -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 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) 15: 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) 16: 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) 17: 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) 18: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 20: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: 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) 23: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 24: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 25: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 26: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means doc: Cond -10/06 D08 -413 Printed: 09 -19 -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 of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 27: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 28: 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) 29: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler 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 sprinkler work shall commence without approved drawings. (City Ordinance #2050) 30: 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) 31: 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) 32: Comply with stamped engineers report from AEGIS Engineering dated September 15, 2008. 33: 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) 34: 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) 35: Maintain minimum 6" longitudinal flue space between back -to -back racks. (NFPA 13- 12.3.1.14.1) 36: 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) 37: Storage shall be maintained 2 feet or more below the ceiling in nonsprinldered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.2.1) 38: 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) doc: Cond -10/06 D08 -413 Printed: 09 -19 -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 39: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * *continued on next page ** D08 -413 Printed: 09 -19 -2008 � r 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: / Date: Print Name: . . doc: Cond -10/06 D08 -413 ordinances governing or local laws regulating Printed: 09-19 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hup: , titivit. ci. tztkxiila. wa. us SITE LOCATION King Co Assessor's Tax No.: 1 1 of f # y/c / T TO byte- C l cam" ; Suite Number: ' Floor: I New Tenant: g Yes ❑ .. No Property Owners Name:0'0 t1t.t. S 647 ('d , `L C c/o 6-v,4 Mailing Address: i $S6 ,14 /icr4, 5, ��'" I q q8y City State Zip Site Address: Tenant Name: CONTACT PERSON — who do we contact when your permit is ready to be issued Name: A-4 + k2 J O f'2 Scan Mailing Address: 1100 S . ./ . 7' r T. E -Mail Address: 01 S O r e-+1 s0/t (cJ /1 w S• coo., GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: /L /01.- +k Wt. S' 1-] Ave (i i j Mailing Address: 1100 C. W 7 ST • Contact Person: t srzo-s E -Mail Address: l/"1 SOCet•SG 0 h (A' h S• C Q st-, Contractor Registration Number: ,()cri ( .t/ h D-75 3 ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: E- ress: ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record Company Name: 0,(1 DZ-S y., CA9A,C.i2t mac, w, / Mailing Address: +-( ( 2 ‘,•), j rvc�d n ✓ ✓ �U U ( . e do q i4 / f 2-o f Contact Person: r 4401 E -Mail Address: Q:\Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh 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 ** Il Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No, Public Works Permit No. Project No. For office use only) Day Telephone: a06- ,F /e - K c . . (.✓X HBO 7 City State Zip Fax Number: L Ca . S' a a r- 6 9 Y ( Sys 7Ce �.en7�n City Day Telephone: ?O6'/& ' cfne Fax Number: 1 1? - 5 - - ?- - oil 4 / Expiration Date: (d (% / ? e C �J State Zip City Day Telephone: Fax Number: State Zip City State Zi Day Telephone: &(g- p-yo - 3. b Fax Number: gl P-YO - 1 3 Page 1 of 6 BUILDING PERMIT INFORMATION 206- 431 -3670 Valuation of Project (contractor's bid price): $ d-0 C7 CEO Existin Building Valuation: $ Scope of Work (please provide detailed information): I c r t7 rIQ - pa Ikt r- acre /,. 7 // I -2Gc f�2 SP C"" e1 C r �itl�j -S t hG l cn PLANNING DIVISION: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None Q: \Applications\Forms- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh 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 Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes No If "yes ", explain: Compact: Handicap: ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes I No If 'yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM /I l 1 ❑ 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 of Occupancy per IBC Floor /5`',00c7 9 OC'C) 2n Floor 3r Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Deck Uncovered Deck BUILDING PERMIT INFORMATION 206- 431 -3670 Valuation of Project (contractor's bid price): $ d-0 C7 CEO Existin Building Valuation: $ Scope of Work (please provide detailed information): I c r t7 rIQ - pa Ikt r- acre /,. 7 // I -2Gc f�2 SP C"" e1 C r �itl�j -S t hG l cn PLANNING DIVISION: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None Q: \Applications\Forms- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh 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 Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes No If "yes ", explain: Compact: Handicap: ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes I No If 'yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM /I l 1 ❑ 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. 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: 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 Date Application Accepted: Mailing Address: (1 00 -T 1/41- niztelA Q: Wpplications\Forms•Applications On Line\3 -2006 - Permit Application.doc Revised: 9-2006 bh Date: g 77/C Day Telephone: P-06 - e(e-'el�lgd'' (�Qvl�n . 1 we5--7 City State Zip Date Application Expires: 042-ceiDel Staff Initials: Page 6 of 6 Receipt No.: R08 -03301 Initials: JEM User ID: 1165 Payee: HOLMES ELECTRIC 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.: 7888900152 Permit Number: D08 -413 Address: 18215 OLYMPIC AV S TUKW Status: APPROVED Suite No: Applied Date: 08/26/2008 Applicant: HOLMES ELECTRIC Issue Date: TRANSACTION LIST: Type Method Descriptio Amount Payment Cash 425.00 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Payment Amount: $425.00 Payment Date: 09/19/2008 12:04 PM Balance: $0.00 412.50 8.00 4.50 Total: $425.00 "741 19/.1? 1 TJTti_ 42C.00. doc: Receiot -06 Printed: 09-19 -2008 Parcel No.: 7888900152 Address: 18215 OLYMPIC AV S TUKW Suite No: Applicant: HOLMES ELECTRIC Payee: MICHAEL j. SORENSON ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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 -03081 Payment Amount: $260.13 Initials: JEM Payment Date: 08/28/2008 10:49 AM User ID: 1165 Balance: $425.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 7117 260.13 Account Code Current Pmts 000/345.830 260.13 Total: $260.13 Permit Number: D08 -413 Status: PENDING Applied Date: 08/26/2008 Issue Date: 6697 08/28 9710 TOTAL 260.13 doc: Receiot -06 Printed: 08 -28 -2008 COMMENTS: Type of Inspection - j --74.. Al 1 P I4d 2 [ S,. fr_3 .s - /h$4 - �� il.frivr g A 6 tif Special Instructions: Date t,ante 4 ie CCU, 33 ', l, fl. _,t/c (l'C- Requester: Phone No: 2D‘ 54/ - 6 we / $ /> ' /A' P7 / — L -i r � /i�ly''"' — • ; / Z h • r) — 7 G 5 Td e'/C ,'d fe 5 . \ Project-: iVeln/i.S f.�nf -/c Type of Inspection - j --74.. Al 1 /' /S DL ?ire/ /el at 4- 0 led: Special Instructions: Date t,ante 4 ie CCU, 33 6.r......sii; p.m. Requester: Phone No: 2D‘ 54/ - 6 we I NSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. 4.4 Corrections required prior to approval. fispector: $6 .0' REINSPECTION FEE REQU nor to inspection, fee must be • i • - t 6300 Southcenter Blvd., S ite 1 0. Call to schedule reinspection. p Rece • t No.: Dat 'Date: 2)6 COMMENTS: � r 4 /4A-1/ ' /U 0 7/)/j Aiviric fe Address l 1_,-e...2 /5 OLynPd ,ri_ --- ;..1 i Lf.71-4 , 1. .z) --7- z,c_o it. ,9X/ kkv A /_ DatC - anted: !C 7 �� m. Requester: Phone N 1 6 - '9 7-10V/ - N.. ,,7 .---- Project:. 7QfIr, ' • (' ' Type o mpection: T //V4 " Address l 1_,-e...2 /5 OLynPd ,ri_ Dat ailed: Special Instructions: DatC - anted: !C 7 �� m. Requester: Phone N 1 6 - '9 7-10V/ ,,7 Die -y/ -5 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Ei Approved per applicable codes. �ECorrections required prior to approval. Inspector: e�k ipt No.: INSPECTION RECORD Retain a copy with permit rr aye -Z Z J REINSPECTION FEE R QUIR '. Prior,to inspection, fee must be . at 6300 Southcenter Blv , Su' e 100. Call to schedule reinspection. Date: COMMENTS: . . . Type of Inspection: Address:Val- I S Suite #: I Ot 4 1 te. 1,'i. . - • Pre-Fire: Permits: Phone No.: 24 50i - 6, q 5/8 cad, X O. R 5 • , I. K. - , - o - p - i* • - • • -------- • • • %.N., • .-..xv . . .... _. , ( • ...• ,i , • • .. 1. , Project: Ho AAA tS, ELE C— , Type of Inspection: Address:Val- I S Suite #: I Ot 4 1 te. 1,'i. . Contact Person: Z — ZOb• ZS 1. Special Instru ... ... . . Pre-Fire: Permits: Phone No.: 24 50i - 6, q 5/8 cad, Needs. Shift Inspection: , Sprinklers: I Fire Alarm: . Hood & Duct: Monitor: Pre-Fire: Permits: ": Occupancy Type: • • . . I INSPECTION NUMBER 444 Andover Park East, Tukwila Wa. 98188 206-575-4407 r7 Approved per applicable codes. Word/Inspection Record Form.Doc INSPECTION RECORD • Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT _44 Corrections required prior to approyal. iL i2- Date: 4/ • Hrs.: t p $8O0 REINSPECTION FEE REQUIRED. You will ree invoice from City of Tukwila Finance Department. _Call to schedule a reinspection. ' • 1 1 , 4b / 1/13/06 T.F.D. Form .P PERMIT NUMBERS Jr Fireproofing Aggregates Shotcrete Concrete Masonry A s p h a l t R o o f i n g P i I i n g S t e e l S o i l s W o o d October 2, 2008 File: 08 -285 City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Holmes Electric Address: _-1 -8 Olympic Drive Permit No.: D08 -41 This is to advise you that special inspections are completed on the above referenced project. The following inspection was required and a copy of our report is attached. 1. Proprietary anchor installation To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, IBC and related codes and /or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberle Anderson President deA,s cc: Northwest Handling Systems -Rob Prather A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LABORATORY OCT z 6 80081 Tel: (425) 881 -5812 Fax (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073 Field Report Report #: 49065 A.A.R. Testing Laboratory,inc 7126 180th _ Ave: N: E:, Park ° 180; Suite 98052 Client: NorthWest Handling Systems, Inc. 1100 SW 7th St. Renton, WA 98055 -2939 Contact: Rob Prather Inspection Performed: Anchor Bolt Date: 9/23/2008 Distribution: U Distribute Client J Distribute Contractor n Distribute Engineer ]] Distribute Owner I■i Distribute Municipality n Distribute Other Distribute Architect n Distribute Other Project Number: 08 -285 Permit #: D08 -413 Project Name: Holmes Electric Address: 18215 Olympic Ave. S. Time: 12:10:00 PM Temperature: Observed installation of Hilti KB -TZ, 1/2" x 4 1/2" wedge type anchors. Installation was done in conformance with ESR Report #1917 and manufacturer's recommendations. Bolts were torque tested with torque wrench #132 to a minimum of 40 ft. lbs. as per ESR #1917. All work was found in conformance with plans. Inspector: Chandler, Loren Reviewed by: 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 NORTHWEST e Material Handling Experts Permit No. E Ca 1100 SW 7th St Renton, WA 98057 (425) 255 -0500 ph (425) 228 -6946 fax ATTENTION FIRE AND BUILDING DEPARTMENTS RACK INFORMATION SUPPLEMEN SITE ADDRESS: 18215 Olympic Ave. S. TENANT NAME: Holmes Electric DATE: August 7, 2008 APPLICANT: Mike Sorenson / (206) 818 -4488 R1 V1tWED FOR CODE COMPLIANCE VED SEP 1 8 2008 Of Tuk wila JILDING DIVISION 1. Load application and rack configuration drawings attached. 2. Attached plans detail the rack locations, dimensions, and specifications. Attached plans detail the building /ceiling 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. Commodities stored: Tool boxes full of steel tools for electrical work a manufacturing, industrial electrical fixtures and components composed of steel and plastic. Stored on wood pallets and directly on racks. Some items in cardboard boxes. 6. Sprinkler System Information: .39/5600 sq. ft. 3162 gpm with 80 psi ® riser. 7. Smoke and heat vents: In place, but not required for rack area square footage (9,000 sq. ft.). 8. Building egress and exits indicated on attached drawings. RECEIVED CITY OF Tv LA 9. Warehouse lighting detail drawing attached. AUG 2 6 2008 PERMIT CENTER pof'1 I3 09/15/2008 14:30 425 - 228 -9251 To: Co: CC: Fax: Re: 1100 5. W. 7h 5t Renton WA 98057 Phone: 425 -255 -0500 xtn. 112 Al Metzler Tukwila Fire Moorenson a(nwhs.com www.nwhs.com 206 - 575 -4439 Holmes Electric 008 -413 Fax Cover FIE- COPY Permit Cho ax: 425 -228 -6946 800 - 426 -3888 From: Mike Sorenson Co: NW Handling Systems Fax; (425)228 -6946 pate: 9/15/2008 Total Pages: 6 Al- Following is the revised Fire Engineering Report for the building. The engineer is sending the hard /wet stamped copy in the mail, Hopefully this will suffice to keep the review process going. If not, I will get the wet stamped copy to you as soon as I have it. Thanks. DO 40 PAGE 01106 RtV1tWl D FOR CODE COMPLIANCE APPR SEP 1 8 2008 Q � 09/15/2008 14:30 425 - 228 -9251 AEGiS ENGINEERING September 15, 2008 VIA E -MAIL: Mike.Richards@holmes.com Mike Richards Holmes Electric PO Box 179 Renton, WA 98057 SOUTHCENTER SOUTH — SUITE 18215 SPRINKLER SYSTEM SURVEY Dear Mr. Richards: 6725 162 nd Pt SW Lynnwood, WA 98037 www.AegisEngineering.com (425) 745-4700 (206) 714-4905 fax (206) 801 -5797 Aegis Engineering has been retained by Holmes Electric to evaluate the proposed storage arrangement for the new warehouse location at Suite 18215 in Building 469 at the Southcenter South Industrial Park in Tukwila, Washington, with regard to the existing automatic fire sprinkler system. This evaluation is based on the 2007 Edition of NFPA 13. Aegis Engineering performed a site visit of the existing Holmes Electric warehouse location in Kent on July 30, 2008, to identify typical commodities and storage arrangements. On this date we also viewed Suite 18215 from the exterior, as it is currently occupied by another tenant, and entered the fire sprinkler riser room serving the subject tenant space. This letter is intended to address the observed conditions of the sprinkler system with regard to the proposed storage arrangement, including a NorthWest Handling Systems sketch as provided by Holmes Electric to Aegis Engineering. GENERAL CONDITIONS We understand that the ceiling height in the subject tenant space is 24 feet. The sprinkler system serving the subject tenant space also serves at least one other adjacent tenant space at the north end of the building. The Holmes Electric tenant space is located nearer the riser location, and therefore could be anticipated to have more robust sprinkler coverage than provided for the remote area, likely situated further from the riser location. Fire Protection - Building Code Consult • Design • Engineer PAGE 02/06 09/15/2008 14:30 425 - 228 -9251 HOLMES ELECTRIC SOUTHCENTER SOUTH - SUITE 18215 Sprinkler System Survey Placards on the sprinkler riser appear to indicate regular maintenance, and that the system was most recently tested May 15, 2008. The system was noted to be hydraulically designed to provide 0.39gpm over a 5,600 square -foot remote area. Spare upright sprinklers contained in the riser room cabinet were marked 1979 CSC 165. A temperature rating of 165 °F references normal temperature sprinklers. NFPA 13 Chapter 18 identifies a 50 -year test cycle for such sprinklers, indicating up to an additional 20 years of use before testing. Based markings on the frame of 17 -32, it appears the sprinklers could be considered to have a K- factor of 8.0. STORAGE ARRANGEMENT Commodities present at the current Holmes Electric location include assembled electrical equipment, including limited quantities of wire installed in metal enclosures and boxes. Some electrical components, apparently recently received, such as circuit breakers in metal cabinets within cardboard cartons were encapsulated on wood pallets. Light fixtures and light bulbs in cardboard cartons were also observed. Table A.5.6.3 of NFPA 13 offers the following select commodities and classifications, which are referenced in assigning an appropriate commodity classification for rack storage. Sample commodities from NFPA 13 Table A.5.6.3 are noted in Table 1 below, which may be representative of potential rack storage present at the warehouse. : COMMODITY CLASS'. Electric motors Transformers, dry and oil -filled Metal file cabinets in cardboard box Major Appliances (e.g. stoves, refrigerators), not packaged Major Appliances (no appreciable plastic trim) in corrugated cartons Light fixtures — nonplastic, cartoned Bare wire on wood or cardboard spools in cardboard boxes on wood skids Single- or multi -layer PVC- covered wire on metal spools on wood skids Insulated (PVC) cable on large wood or metal spo2 on wood skids Empty wood spools Paper products — books, stationary Bare or PVC - covered wire on plastic spools Bulk stora s e of em . i lastic s . ools in cardboard carton, wood skid Page 2 September 15, 2008 Class I Class I Class I Class 1 Class II Class 11 Class II Class II Class II Class Ill Class III Class IV Group A TABLE 1: SAMPLE COMMODITIES AND ASSOCIATED CLASSIFICATIONS FROM NFPA 13 TABLE A.5.6.3 THAT MAY BE REPRESENTATIVE OF POTENTIAL RACK STORAGE AT HOLMES ELECTRIC WAREHOUSE SPACE Storage present in the racks at Holmes Electric warehouse is most similar to the Class I and II commodities identified in Table 1. There is limited or no rack storage of Class III or IV, or Group A plastics. PAGE 03/06 09/15/2008 14:30 425 - 228 -9251 PAGE 04/06 HOLMES ELECTRIC SOUTHCENTER SOUTH - SUITE 18215 Sprinkler System Survey CLASS II Page 3 September 15, 2008 As described above, the majority of the items stored on racks at the Holmes Electric warehouse are most similar to select Class I and I I commodities presented in Table 1. Where sprinkler protection is provided as required for Class II commodities, NFPA 13 Section 5.6.1.2.3 permits up to 5 pallet loads of Class III or IV, or Group A plastics to also be present. Pallets with higher hazard commodities are to be "randomly" distributed, with no adjacent loads in any direction, including diagonally. In addition to the electrical equipment, some encapsulated records storage was observed, as well as limited shelf storage less than 8 feet in height of aerosols and cutting oils. SPRINKLER SYSTEM ANALYSIS Single- and double -row racks are indicated on the floor plan with 10 -foot aisles. Table 16.2.1.3.2 in NFPA 13 addresses such arrangements, up to 25 feet in storage height. We understand a storage height of 22 feet is desired with this project, though the elevation of the storage may be reduced in order to avoid adding in -rack sprinklers. In order to avoid in -rack sprinklers, commodities cannot be stored encapsulated (covered by shrink wrap), per Table 16.2.1.3.2. However, products may be banded (surrounded only on the sides by shrink wrap with the top exposed). Storage over 20 feet results in an increase in the required sprinkler design density based on Figure 16.2.1.3.4.1. Storage plans include utilizing combustible containers on the top tier of storage, which are identified in NFPA 13 16.1.7 to perform similar to solid slave pallets. Therefore, the required sprinkler design density is increased 20 percent in accordance with NFPA 13 Section 16.2.1.3.4.7. Other pallets were observed to consist of wood pallets. Minimum 6 -inch transverse and longitudinal flues are required to be maintained in accordance with NFPA 13 Section 16.1.10. Solid shelves should not be utilized if in -rack sprinkler protection is not present. NFPA 13 considers a 10 -foot aisle to provide no greater benefit than an 8 -foot aisle. Therefore, the tabular values will be based on an 8 -foot aisle. The aisle must be maintained clear and free of storage in order to limit fire spread across the aisle to an adjacent rack. Based on nonencapsulated Class II commodities, Curve F of Figure 16.2.1.3.2(b), a tabular density of about 0.28gpm/ft over 5,600sq.ft. is assigned. Based on the 20- percent increase for the solid containers and 15- percent increase in density for up to one additional foot in storage height over 20 feet, the total required design density is 09/15/2008 14:30 425 - 228 -9251 HOLMES ELECTRIC SOUTHCENTER SOUTH - SUITE 18215 Sprinkler System Survey AEROSOLS CUTTING OII.. Page 4 September 15, 2008 about 0.39gpm /ft over 5,600sq.ft. Therefore, a maximum storage height of 21 feet of Class l and II commodities can be accommodated based on the proposed arrangement. Table 2804.3.1 of the International Fire Code (1FC) indicates that up to 1,000Ibs of nonsegregated solid pile, palletized, or rack storage of Level 3 aerosol (the most extreme case) is permitted in the warehouse in the absence of sprinkler protection in accordance with NFPA 30B. We have not evaluated the ability of the sprinkler system to satisfy the provisions of NFPA 30B, as it appears that the quantity of storage permitted is within the scope of Homes Electric's anticipated use. Table 3404.3.4.1 identifies maximum allowable quantity of liquid to store, based on the classification of the liquid. Cutting oil would most likely be Class IIIA or II1B. Based on nonsprinklered criteria, a maximum quantity of 1,600gallons of Class IIIA would be permitted, or up to 13,200gallons of Class IIIB. In either case, it appears that the quantity associate with Holmes Electric operations can be provided. CONCLUSION Aegis Engineering has evaluated the sprinkler system at the new Holmes Electric warehouse location in Tukwila. We have identified that the existing normal temperature ceiling sprinkler system with a design density of 0.39gpm /ft2 over 5,600sq.ft. can accommodate the anticipated racking arrangement by Holmes Electric as described in this letter without the addition of in -rack sprinklers, including the following conditions: ▪ Primarily for storage commodity Class I and Il • Up to 5 pallet loads of Class Ill or higher commodities ▪ Maximum storage height of 21 feet • Wood or metal pallets • No encapsulation of products on racks ▪ Banding of products permitted (shrink wrap on sides only) ti Open -top combustible containers permitted • Minimum 6 -inch transverse and longitudinal flues • No solid shelving • No storage in aisles PAGE 05/06 09/15/2008 14:30 425 - 228 -9251 HOLMES ELECTRIC SOUTHCENTER SOUTH - SUITE 18215 Sprinkler System Survey In addition to the typical commodities, based on the limited volume of aerosols and oil observed also present in the warehouse, the IFC permits these items even in the absence of sprinkler protection. Therefore, the rack storage arrangement described in this letter can be considered to be accommodated by the existing automatic fire protection system at the warehouse location that is to be occupied by Holmes Electric. Please contact me at 425 -745 -4700 or by e-mail at BrianT@AegisEngineering.com if you have any questions about the information presented in this letter. cc: Mike Sorenson / MSorenson @NWHS.com Marlyn Daniel I MDaniel @MartynDaniel.com Page 5 September 15, 2008 PAGE 06/06 AEGIS ENGINEERING September 15, 2008 VIA E -MAIL: Mike.Richards @holmes.com Mike Richards Holmes Electric PO Box 179 Renton, WA 98057 SOUTHCENTER SOUTH — SUITE 18215 SPRINKLER SYSTEM SURVEY Dear Mr. Richards: GENERAL CONDITIONS Fire Protection • Building Code Consult • Design • Engineer 6725 162n PI SW Lynnwood, WA 98037 www. Aegi sEngi neeri ng. corn (425) 745 -4700 (206) 714 -4905 fax (206) 801 -5797 Py KtV1tWEp FOR— CODE COMPLIANCE APPROVED SEP 1 8 1008 ofrukw ;� ING DMSION Aegis Engineering has been retained by Holmes Electric to evaluate the proposed storage arrangement for the new warehouse location at Suite 18215 in Building 469 at the Southcenter South Industrial Park in Tukwila, Washington, with regard to the existing automatic fire sprinkler system. This evaluation is based on the 2007 Edition of NFPA 13. Aegis Engineering performed a site visit of the existing Holmes Electric warehouse location in Kent on July 30, 2008, to identify typical commodities and storage arrangements. On this date we also viewed Suite 18215 from the exterior, as it is currently occupied by another tenant, and entered the fire sprinkler riser room serving the subject tenant space. This letter is intended to address the observed conditions of the sprinkler system with regard to the proposed storage arrangement, including a NorthWest Handling Systems sketch as provided by Holmes Electric to Aegis Engineering. We understand that the ceiling height in the subject tenant space is 24 feet. The sprinkler system serving the subject tenant space also serves at least one other adjacent tenant space at the north end of the building. The Holmes Electric tenant space is located nearer the riser location, and therefore could be anticipated to have more robust sprinkler coverage than provided for the remote area, likely situated further from the riser location. HOLMES ELECTRIC SOUTHCENTER SOUTH - SUITE 18215 Sprinkler System Survey Page 2 September 15, 2008 Placards on the sprinkler riser appear to indicate regular maintenance, and that the system was most recently tested May 15, 2008. The system was noted to be hydraulically designed to provide 0.39gpm over a 5,600 square -foot remote area. Spare upright sprinklers contained in the riser room cabinet were marked 1979 CSC 165. A temperature rating of 165 °F references normal temperature sprinklers. NFPA 13 Chapter 18 identifies a 50 -year test cycle for such sprinklers, indicating up to an additional 20 years of use before testing. Based markings on the frame of 17 -32, it appears the sprinklers could be considered to have a K- factor of 8.0. STORAGE ARRANGEMENT Commodities present at the current Holmes Electric location include assembled electrical equipment, including limited quantities of wire installed in metal enclosures and boxes. Some electrical components, apparently recently received, such as circuit breakers in metal cabinets within cardboard cartons were encapsulated on wood pallets. Light fixtures and light bulbs in cardboard cartons were also observed. Table A.5.6.3 of NFPA 13 offers the following select commodities and classifications, which are referenced in assigning an appropriate commodity classification for rack storage. Sample commodities from NFPA 13 Table A.5.6.3 are noted in Table 1 below, which may be representative of potential rack storage present at the warehouse. COMMODITY CLASS Electric motors Transformers, dry and oil- filled Metal file cabinets in cardboard box Major Appliances (e.g. stoves, refrigerators), not packaged Major Appliances (no appreciable plastic trim) in corrugated cartons Light fixtures — nonplastic, cartoned Bare wire on wood or cardboard spools in cardboard boxes on wood skids Single- or multi -layer PVC - covered wire on metal spools on wood skids Insulated (PVC) cable on large wood or metal spools on wood skids Class I Class I Class I Class I Class II Class II Class II Class II Class II Empty wood spools Paper products — books, stationary Bare or PVC - covered wire on plastic spools in cardboard carton, wood skid Bulk storage of empty plastic spools Class III Class III Class IV Group A TABLE 1: SAMPLE COMMODITIES AND ASSOCIATED CLASSIFICATIONS FROM NFPA 13 TABLE A.5.6.3 THAT MAY BE REPRESENTATIVE OF POTENTIAL RACK STORAGE AT HOLMES ELECTRIC WAREHOUSE SPACE Storage present in the racks at Holmes Electric warehouse is most similar to the Class I and II commodities identified in Table 1. There is limited or no rack storage of Class III or IV, or Group A plastics. HOLMES ELECTRIC SOUTHCENTER SOUTH - SUITE 18215 Sprinkler System Survey As described above, the majority of the items stored on racks at the Holmes Electric warehouse are most similar to select Class I and II commodities presented in Table 1. Where sprinkler protection is provided as required for Class II commodities, NFPA 13 Section 5.6.1.2.3 permits up to 5 pallet loads of Class III or IV, or Group A plastics to also be present. Pallets with higher hazard commodities are to be "randomly" distributed, with no adjacent loads in any direction, including diagonally. In addition to the electrical equipment, some encapsulated records storage was observed, as well as limited shelf storage less than 8 feet in height of aerosols and cutting oils. SPRINKLER SYSTEM ANALYSIS CLASS II Page 3 September 15, 2008 Single- and double -row racks are indicated on the floor plan with 10 -foot aisles. Table 16.2.1.3.2 in NFPA 13 addresses such arrangements, up to 25 feet in storage height. We understand a storage height of 22 feet is desired with this project, though the elevation of the storage may be reduced in order to avoid adding in -rack sprinklers. In order to avoid in -rack sprinklers, commodities cannot be stored encapsulated (covered by shrink wrap), per Table 16.2.1.3.2. However, products may be banded (surrounded only on the sides by shrink wrap with the top exposed). Storage over 20 feet results in an increase in the required sprinkler design density based on Figure 16.2.1.3.4.1. Storage plans include utilizing combustible containers on the top tier of storage, which are identified in NFPA 13 16.1.7 to perform similar to solid slave pallets. Therefore, the required sprinkler design density is increased 20 percent in accordance with NFPA 13 Section 16.2.1.3.4.7. Other pallets were observed to consist of wood pallets. Minimum 6 -inch transverse and longitudinal flues are required to be maintained in accordance with NFPA 13 Section 16.1.10. Solid shelves should not be utilized if in -rack sprinkler protection is not present. NFPA 13 considers a 10 -foot aisle to provide no greater benefit than an 8 -foot aisle. Therefore, the tabular values will be based on an 8 -foot aisle. The aisle must be maintained clear and free of storage in order to limit fire spread across the aisle to an adjacent rack. Based on nonencapsulated Class II commodities, Curve F of Figure 16.2.1.3.2(b), a tabular density of about 0.28gpm /ft over 5,600sq.ft. is assigned. Based on the 20- percent increase for the solid containers and 15- percent increase in density for up to one additional foot in storage height over 20 feet, the total required design density is HOLMES ELECTRIC SOUTHCENTER SOUTH - SUITE 18215 Sprinkler System Survey about 0.39gpm /ft over 5,600sq.ft. Therefore, a maximum storage height of 21 feet of Class I and II commodities can be accommodated based on the proposed arrangement. Table 2804.3.1 of the International Fire Code (IFC) indicates that up to 1,000Ibs of nonsegregated solid pile, palletized, or rack storage of Level 3 aerosol (the most extreme case) is permitted in the warehouse in the absence of sprinkler protection in accordance with NFPA 30B. We have not evaluated the ability of the sprinkler system to satisfy the provisions of NFPA 30B, as it appears that the quantity of storage permitted is within the scope of Homes Electric's anticipated use. Table 3404.3.4.1 identifies maximum allowable quantity of liquid to store, based on the classification of the liquid. Cutting oil would most likely be Class IIIA or IIIB. Based on nonsprinklered criteria, a maximum quantity of 1,600gallons of Class IIIA would be permitted, or up to 13,200gallons of Class IIIB. In either case, it appears that the quantity associate with Holmes Electric operations can be provided. CONCLUSION AEROSOLS CUTTING OIL Page 4 September 15, 2008 Aegis Engineering has evaluated the sprinkler system at the new Holmes Electric warehouse location in Tukwila. We have identified that the existing normal temperature ceiling sprinkler system with a design density of 0.39gpm /ft2 over 5,600sq.ft. can accommodate the anticipated racking arrangement by Holmes Electric as described in this letter without the addition of in -rack sprinklers, including the following conditions: • Primarily for storage commodity Class I and II • Up to 5 pallet loads of Class III or higher commodities • Maximum storage height of 21 feet ▪ Wood or metal pallets o No encapsulation of products on racks a Banding of products permitted (shrink wrap on sides only) a Open -top combustible containers permitted a Minimum 6 -inch transverse and longitudinal flues c No solid shelving n No storage in aisles HOLMES ELECTRIC SOUTHCENTER SOUTH - SUITE 18215 Sprinkler System Survey In addition to the typical commodities, based on the limited volume of aerosols and oil observed also present in the warehouse, the IFC permits these items even in the absence of sprinkler protection. Therefore, the rack storage arrangement described in this letter can be considered to be accommodated by the existing automatic fire protection system at the warehouse location that is to be occupied by Holmes Electric. Please contact me at 425 - 745 -4700 or by e-mail at BrianT@AegisEngineering.com if you have any questions about the information presented in this letter. Sincerely, AEGIS ENGIN Brian C. Thom cc: Mike Sorenson / MSorenson ? NWHS.com Martyn Daniel / MDaniel@MartynDaniel.com Page 5 September 15, 2008 BY G. OHANIAN DATE 8-6 -08 SUBJECT STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: HOLMES ELECTRIC 18215 OLYMPIC AVE., SO. TUKWILA, WA. 98188 PER IBC 2006 EDITION CARPET RACKS CAPACITY: 2500 # / LEVEL TYPE 1 1500 # / LEVEL TYPE 2, 3 CALCS. 1 THRU 4 DRAWINGS: RD -13585 RAdK DEOIC N & EN(WINEERINd do. 412 WEST BROADWAY, SUITE #204 dLENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 FiLE COPY EXPIRES 12 -26 -09 SHEET NO 1 JOB NO.. RD -13585 atvlONItD r-OI( CODE COMPLIANCE NPR VIE SEP 1 8 2008 C Of ukwila BUILDING DIVISION_ cAn AUG 2 6 2008 PERMIT CENTER 1)01°i-115 BY...., G. OHANIAN DATE 8 -6 -08 SUBJECT ' 0 N 0 c0 O N \ \ t >< if II f BEAM M= 144"x1.5 K =27 "K 8 S =33 K =. <1.4 _ 5xWxL 3 144 _ » 384x1 xE 4 "< — 180 ' SEISMIC DESIGN _ S V— xI Rx1.4 STRESS TYPE 2 1 =1 R =6 MOM. CONN. R =4 BRACED SDS =1 W =D.L.+ 3 L.L. LOAD PER COLUMN L.L.= 2 x3x1.5K =1.5K 3 2 coL. W =.2 +1.5 = 1.7 K D.L. L.L. V _ 1x1.7 = 2 LONGIT. 6x1.4 V = 1x1.7 __ 3 K TRANS. 4x1.4 • 144" RACK DESIGN & ENGINEERING CO. 412 WEST BROADWAY, SUITE #204 GLENDALE, CA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 r O N N N O l0 00 2500 #1 LEVEL +25% IMPACT LOAD 1500 #/ BEAM IBC 2006 ASCE 7 (SEC. 15.5.3) LONGIT. SEISMIC .2 K II II II } I x =4.4 S, =1.4 F Y= 55 KSI. TYPE 1 144" r TYPE 3 (TUNNEL) W =.2D2. 21.1= 2.7 K V = 1x2.7 = .3 K LONGIT. 6x1.4 M ONGIT. — .3x82/2 =12"K L SHEET NO. 2 JOB NO. RD -13585 0 O G) L.L.= 2 x3x2.5K =2.5 3 2co.. 44" r BY . G. OHANIAN DATE . 8 -6 -08 SUBJECT COLUMN ANALYSIS x 3 COMBINED STRESS RATIO M ax — 2 5 5 +26 = . 9<1.33 12 BASE PLATE ANCH. TENSION = 12—(2.5x3")_ 8 K ANCHOR SHEAR = •2 _.15 K (2) -1/2 "0 ANCHORS HILTI KWIK BOLT TZ ESR -1917 OR APPROVED EQUAL ALLOW. TENSION =.9 K ALLOW. SHEAR =1.5 K P 5'3 V 5/3 8 5/3 .15 5 / 3 (P +( V ) =( .9 ) + = 1 <1.33 MOMENT AT BEAM CONNECTION 7/16 "0 RIVET A =.1 Fy =79 Va = .1x79x.4 = 3 Ma = 3Kx4 "x1.33 = 16 " CONN. RACK DESIGN & ENGINEERING CO. 412 WEST BROADWAY, (SUITE #204 OLENDALE, CA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 Fy =55 KSI A =.8 S =.8 r =1.2 r =1.1 3 PIN CONN. KI _115x1.7_ 163 r 1.2 KI _ 54 _ r - 1.1 — Max =S •Fb =26 "K 9 "K 2 Fe= 7T X ` 2 = 11 rx F,, =Fe = 1 1 KSI P =F xA= 9 K P _ Pn _ — 1.92 2 . 5 K 12 ) 7.7 "x5 "x3 /8" � � n BASE PLATE I L SHEET NO. 3 JOB NO. RD -13585 •BY • G. OHANIAN DATE . 8 -6 -08 SUBJECT OVERTURNING M •3 "x.5x1.15 =79 "K MR = 1.7 " =75 "K UPLIFT = 15/44 =.3 K LOAD TO DIAGONAL P = .3Kx2x 46 = .8 K F Y =55 KSI A =.31 r =.48 Q =.74 L= 56" CHECK WELDS CHECK SLAB 2500 1000 _ 2 . 5 °' F 12.3 P = 3.8 K 1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL) 3x.125x.707x70x.3 = 5.7 K 2.5x144=360 =19" M= ( =2 ) 2 x1000x 2 x12 =510 S= 12x5 = 50 6 510 = 10 <1.6 - V2500 =80 50 RACK DESIGN & ENGINEERING CO. 412 WENT BROADWAY, NUITE #204 C#LENDALE, CA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 "# TOP LEVEL LOADING M OT =' 3 Kx228 "= 68 "K MR= 1.2 Kx44 " =53 " K BOTH SIDES TYP. 2500 # SHEET NO 4 JOB NO. RD - 13585 5" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL 02 -02 -2009 MIKE SORENSON 1100SW7ST RENTON WA 98057 RE: Permit No. D08 -413 18215 OLYMPIC AV S TUKW Dear Permit Holder: City of Tukwila Department of Community Development Jack Pace, Director In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or fmal inspection. Jim Haggerton, Mayor This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 03/23/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, -3 1■4C(A(j Bill Rambo Permit Technician xc: Permit File No. D08 -413 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D08 -413 DATE: 08 -26 -08 PROJECT NAME: HOLMES ELECTRIC SITE ADDRESS: 18215 OLYMPIC AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: ge,24 • ilf in: livision Public Works Complete Comments: Documents/routing slip.doc 2 -28-02 • PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP n '611 itttki Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: n Permit Coordinator DATE: DATE: Planning Division DUE DATE: 08-28 -08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: n No further Review Required DUE DATE: 09-25-08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 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 $12,000.00 10/09/2001 5 TRAVELERS CASUALTY a SURETY 81S103354822BCM 10/01/200010/01 /2001 $6,000.00 01/04/2001 4 UNITED PACIFIC U2160121 10/01/199710/01 /2000 $6,000.00 3 UNITED PACIFIC INS CO U2160121 10/01/199310/01 /1997 $4,000.00 2 FIDELITY a DEPOSIT CO 30132992 04/06/198810 /01/1993 $4,000.00 1 GREAT AMERICAN INS CO 9740689 04/06/198104 /06/1988 Name Role Effective Date Expiration Date FRANCK, JAMES J 01/01/1980 THOMAS, KEVIN A 01/01/1980 KOSTY, CLARK R 01/01/1980 Untitled Page • • General /Specialty Contractor A business registered as a construction contractor with Lai to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County KING NORTH WEST HANDLING SYS INC 4252550500 1100 SW 7TH ST RENTON WA 980552939 Business Type CORPORATION Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 600051641 ACTIVE NORTHWH275JF CONSTRUCTION CONTRACTOR 4/6/1973 10/9/2009 NORTHHS963ND GENERAL UNUSED Business Owner Information Bond Information Page 1 of 2 https: // fortress. wa. gov /lni/bbip/Detail.aspx ?License= NORTHWH275JF 09/19/2008 a 1 C t G z 1 0 Z 03 r 1.1 < 0 -s Q m J S. 0 -v?o 0.0 C a 0< 2 < 0 a) 0.g SZ co 0 Er Eoaco O t. 0 s al b a p :`A eilga eD 0 I I I I•E :r6 y I I I I I I I I I I • • 28' -4" 0 0 ME 02 ME KM 106 RR ES IMO • 64' -11" 44X144 44X144 44X144 44X144 I o r) elg fF cow 44X144 44X144 44X144 44X144 44X144 0 0 44X144 44X44 44X144 v O 44X144 44X144" 44X144 44X144 44X144 44X144 0 44X144 44X144 44X144 44X144 44X144 44X144 44X144 44X144 44X144 44X144 44X144 44X144 44X144 44X144 44X144 44X144 44X144 44X144 44X144 44X144 10' O O I' ll' Mit v SHEET DESCRIPTION z WAREHOUSE RACKING z c rn SCALE AS SHOWN REVISIONS DATE 6/24/08 DRAWN BY KEITH WERNER NORTij 1100 SW 7TH STREET RENTON WA 98055 (425) 255 -0500 ANCHORAGE PORTLAND SPOKANE EUGENE YAKIMA PROJECT TITLE HOLMES ELECTRIC TUKWILA, WA NOT PUBLISHED. ALL RIGHTS RESERVED. THESE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF NWHS. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS, SOLD PUBLISHED OR OTHERWISE USED WITHOUT THE PRIOR WRITTEN CONSENT OF NORTHWEST HANDLING SYSTEMS. I 1 `• ., ,i '� 1 3/4" -1----vt—T— \ Al 0 $'4. ^ 2 iri „8 /s i.1 j BOTH SIDES TYP. 'A fr3 , " I 1 n Il I n I r_ t= 0.06" I I I I I I 1 L, \ ` • 1 DI , 11f TYP 7/16 ASTM 234" / I , I�—, -, I—,I AF E \ — - - - - -- , n I / El ( 1 00 0 l ock PA� 3" t =.07" •e• um SEC. A —A M —. I 1 A I. 1 \ TYP e 4., i In 1 t =,09" � -- I - -�' TYP 1 / 8 X1.5" - - -�— — I « � -- ._ 1 II II I� I I < � : , e . n I . , , aS 1,... �..�.� J • • 4 ° ° ° 4.. a j # .. at „9 le I I 6 — — _ _ J ( 0 MAR 2 7 Z00� t =3/8" 7 3/4 � •-- -B SEC. t - - I� — — / "O RIVET A354 �� V ( ANCHOR BOLTS PER BASE PLATE 3 1/2" EMB., (SEE NOTE N0. 4) -79 t= 3/16" BRACING DL:TAIL 1 BEAM CONNECTION 2 BASE PLATE DETAIL 5 , 1I_ ■ ° o ° q v a o a - a 4 LDIN Q 9 0 0 9 a 4 Q a o a a , I ' KLIVILVVLD et* CODE COMPLIANCE APPROVED SEP i 8 2000 3 /8'0 . A 3 ° � -o. .) 1 ill Cary Of Tukwila G DIVISION PS /P ( \ / N. -' �• 1 ( � ° ° 0 1 .0 ° ' v ■ ° � 4 ,o { °QI II / ° I ® ® ® :1 / 6 �Y / 1 ii ® 0 ✓� ° Q I r o, 13 , ° ° ° ° a iz .6 Storage Racks. IS DURING TH ANCHORAGE OF... STORAGE RACKS 8 FEET OR GREATER IN HEIGHT IN STRUCTURES ASSIGNED TO SEISMIC DESIGN D. to I h I ROW SPACER 4 GENERAL CONFIGURATION 144'" 144" N9TES: 144" 44" 44'" 44" 1 — DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE IBC 2005 EDITION 2 —STEEL FOR ALL SHAPES FY =50 KSI. ASTM A570 -85 GR.50 (EXCEPT AS NOTED) 3 —ALL WELDED CONSTRUCTION IN THE SHOP OF THE APPROVED FABRICATOR #777 (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 2500 # /LEVEL TYPE 1, 1500 # /LEVEL TYPE 2 & 3 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 CITY OF T�V K1MlA 4%. AUG 2_ h 1008 PERMIT CENTER 1 2 / O 1 O4 — — \ — — \ \ �\ — — — r r r — \ O ff it { ,\ ` J 1 r z �r- -- I r Z r z r z ° N N 0 CO I ID N N x N x co 0 1 r a aJ - cD 00 \ t v 17 co �-- N I � e oN '— f 11 { N cDD 0 z r - I � z \ Z\ 0 O �' e 11/ o 'r' A \ REV. DATE REVISION C �\ OH �� ,,0‘ W� � � 1 iv , R � 9956 E V �f / �'` C .. RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 SCALE: NONE DATE: 8-6-08 DRAWN BY: A.KH. \ ' . ' e ' � � . -+ � � •; ^ °,, \ \ � ' ° '� ' ' ,:: � "� ' ' %' . ' .. �% �� •s•' ,.. •� °' .'. � ... •' „. . .. ; PROJECT: HOLMES ELECTRIC 18215 O LYMPIC AVE. SO, TUKWILA, WA. 98188 _ . TYPE 3 TUNNEL TYPE 2 TYPE 1 SIDE VIEW - STORAGE RACK DETAILS S JOB N0. 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