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HomeMy WebLinkAboutPermit D11-319 - ACCUTECH CORPORATION - STORAGE RACKSACCUTECH CORPORATION 1109 ANDOVER PK W D11 -319 City oftukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3523049110 Address: 1109 ANDOVER PK W TUKW Suite No: Project Name: ACCUTECH CORPORATION DEVELOPMENT PERMIT Permit Number: D11 -319 Issue Date: 12/09/2011 Permit Expires On: 06/06/2012 Owner: Name: AMB PROPERTY CORP Address: 60 STATE ST STE 1200 C/O RE TAX , BOSTON MA 02109 Contact Person: Name: MIKE SORENSON Address: 1100 SW 7 ST , RENTON WA 98057 Contractor: Name: NORTH WEST HANDLING SYSTEMS INC Address: 1100 S.W. 7TH STEET , RENTON, WA 98055 Contractor License No: NORTHWH275JF Phone: 206 818 -4488 Phone: 206 255 -0500 Expiration Date: 10/09/2013 DESCRIPTION OF WORK: INSTALLATION OF NEW AND USED PALLET RACKING. Value of Construction: $0.00 Fees Collected: $464.52 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: Occupancy per IBC: 0025 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D11-319 Printed: 12 -09 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N Date: 2-1 01�� l4 I hereby certify that I have read and - ned this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie . , whether specified herein or not. The granting of this permit does not pWme to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: l ft� S)74,4-Sarl Date: / 7 7// This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. doc: IBC -7/10 D11 -319 Printed: 12 -09 -2011 6: All construction shall be done in confore with the approved plans and the require of the International Building Code or International Residential , International Mechanical Code, Washingt ate 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: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinlder at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 13: Storage shall be maintained 2 feet or more below the ceiling in nonsprinldered areas of buildings or a minimum of 18 inches below sprinlder head deflectors in sprinklered areas of buildings. (IFC 315.2.1) 14: 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) 15: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 16: 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) 17: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 18: 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) 19: 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) 20: 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) 21: Maintain fire extinguisher coverage throughout. 22: 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) doc: IBC -7/10 D11 -319 Printed: 12 -09 -2011 23: Every exit sign and directional exit sign I i have plainly legible letters not less than 6 es (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" sha 1 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) 24: 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) 25: 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) 26: 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) 27: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 28: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 011 -319 Printed: 12 -09 -2011 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.TukwilaWA.00v 1 Building Permit No. Mechanical Permit No. ..9-)M Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION ` King Co Assessor's Tax No.: 6-251-1 -11, to Site Address: 1,v��% V Zi Pk w Suite Number: Floor: Tenant Name: Z C Lt. - 12c t Co r pc /'cd---1 c., n New Tenant: ❑ Yes E• Property Owners Name: Ai-A g P o Col' ,p d/ 1,4-f oh I q b Mailing Address: j aio�0 GQ7�e uv✓ �(� • S7i¢_ (/0 v�wl�1a W/4 (o lO g Zip City State CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Sr) /'e ✓ i- c'r1 Mailing Address: ) ( 00 �• I.t/. 7 S% Day Telephone: R-06 S f ¥' /a ? RR ✓1 f-ede. 99S o.5-7 State Zip E -Mail Address: ✓h Sur -' S0n Q V) W V1 S • Cd✓l--$ City !/ / Fax Number: y as- a-a - G 7 T b GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) 0410 c1e 17 Company Name: _ILL' (411 We S f i %rn1/ , �� slemS ..L✓� c • ,� f� Mailing Address: (00 c� (. / 7 S7-- / ��Q. c, ( K 9.(O S-7 ,/ ,J City / State �1JJ Zip Contact Person: / `mil / hz e_S & iSUi7 Day Telephone: c 6 - e-- Z z (gg E -Mail Address: j/VI sot e 5.,0n (0 ✓1(.cJl S . CO M Fax Number: o7-5 o ' 6 9 t'( lz Contractor Registration Number: !Va ('n L.c) in 0 75 TE Expiration Date: l0 /9 // ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: Mailing Address: Contact Person: E- dress: City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: ]? J( 7 ...e5( h .- t5 ((�A . Co //�, ®® / /� �/ O� Mailing Address: 11( D-- VW l e a�cve.� ./ olQ 64.ge a GC C / (oZ 0Y State Zip Contact Person: t` 7 OA 4..-7 Day Telephone: eta' ay) N2 /O E -Mail Address: / Fax Number: g(EL 0-4(C3 3,7/3 City H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 1 of 6 BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ /0, 6'0 C. Existing Building Valuation: $ Scope of Work (please provide detailed information): 2(' S i4, 114.41‘c/1 d f 4 h d vsiLd - - -- - -- - t 14 C-11 c - rQ bra / S P®lewpet- ..2,19/t.,�na�[ t J el raw 4r Co mirtoc1t'42S /0(41(a...S s/ act 'CCZ1fkIn ) - ✓�- , Will there be new rack storage? 'Yes D.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes [ No If "yes", explain: FIRE PROTrCTION /HAZARDOUS MATERIALS: L -1'1' /Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Br-No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x I I " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forn s- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised. 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor (a, Svc) 6 boo 2nd Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck i PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes [ No If "yes", explain: FIRE PROTrCTION /HAZARDOUS MATERIALS: L -1'1' /Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Br-No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x I I " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forn s- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised. 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AU D AGENT: Signature: Print Name: ,/(/ Date: g�. /2- C ( Day Telephone: c796"c9 /p - ! Z /ziefe ' Mailing Address: 1(00 -5 I'-' 7 42 .r/ ?al 7‘,1 6441 98657 City State Zip IDate Application Accepted: �%/� n t rj Date Application Expires: H:\Applications \Forms - Applications On Line \2010 Applications \7 -2010 - Permit Application doc Revised: 7 -2010 bh Staff Initials: tc-- I Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3523049110 Address: 1109 ANDOVER PK W TUKW Suite No: Applicant: ACCUTECH CORPORATION RECEIPT Permit Number: D11 -319 Status: APPROVED Applied Date: 09/22/2011 Issue Date: Receipt No.: R11 -02680 Initials: User ID: Payee: JEM 1165 Payment Amount: $283.30 Payment Date: 12/09/2011 09:14 AM Balance: $0.00 MICHAEL J SORENSON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 051312 ACCOUNT ITEM LIST: Description 283.30 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 278.80 640.237.114 4.50 Total: $283.30 doc: Receiot -06 Printed: 12 -09 -2011 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 3523049110 Permit Number: D11-319 Address: 1109 ANDOVER PK W TUKW Status: PENDING Suite No: Applied Date: 09/22/2011 Applicant: ACCU -TECH CORPORATION Issue Date: Receipt No.: RI 1 -02088 Initials: User ID: Payee: JEM 1165 Payment Amount: $181.22 Payment Date: 09/22/2011 03:29 PM Balance: $283.30 MICHAEL J SORENSON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 022918 ACCOUNT ITEM LIST: Description 181.22 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 181.22 Total: $181.22 doc: Receiot -06 Printed: 09 -22 -2011 r. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection .Request Line (206) 431 -2451 Project: Aeerfe0 Oa P. Type of Inspection: F/ AJ» / Address: / /D ► • "I A/JINN) f e Date Called: Special Instructions: Date Wanted:. /2- ' -// Cai. P.m. Requester: Phone No: ,-,20,4 -r7 /t3 -- .5119CY IRApproved per applicable codes. D Corrections required prior to approval. COMMENTS:. /,�in✓�% / w., El SPECTION FEE REQUIRED. Prior to ext inspection. fee must be id at 6300 Southcenter Blvd.. Suite 10 . Call to schedule reinspection. Date: /2- 2G - ( / INSPECTION RECORD Retain a copy with permit INSPECTION NO. 0//-3/c PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: . /9( 2/rfO/' (1d /2P dgridi. Type of Inspection: /AA. 77,4-7— 44 h. Address: //Qc7 4 'vet) 7-v Date Called: la 4 i2- Special Instructions: Date Wanted:. A.? - /S- / / (m- �p-m' Requester: Phone No: ids -0/8 -0119( ElApproved per applicable codes. aCorrections required prior to approval. COMMENTS: . 4 :2)Ahi / /P / /,-/ N� - /A( ..7 /';_z1 77,4-7— 44 h. © /< w Le40 61/te44- 51 /Ays 7-v 1;'9 / /e-)A, ✓ 4.0.1 p ✓ la 4 i2- re /i it : Qei #1,1-- A)tie/ /L/3 / J N. IDat /2 REINSPECTION FEE RE UIRED. Prio o next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 00. Call to schedule reinspection. o• • INSPECTION RECORD Retain a copy with permit • LNSPE T ON NO. PERMIT NO. G CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 v' (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: - - ' ',C'dI t,r. , C.°rP, Type of Inspection: 1 F,',JAL 8), (,n(. Address - . JLo A oJet- w Date Called: Special Instructions: • ( Date Wanted:. ' 2--(4 --""".rN� ''' (( p.m. 1 Requester: -A _le _n Phone No: Z ,0-69 -g59 -2069 jApprQved per applicable codes. Corrections required prior to approval. COMMENTS: eT 0 4e e 0 (- re (i I\ A L- - ,i A( 0 i ` ,% -I ND !, , 0 . 1 ' . ,,A (, A ... -L._ .. ( e e kif A-i .# P /� 0'3^ 7 -A _le _n `G. G 1 'Inspecto 'Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit I)>> -315 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: A c c u --v e Type f Inspection: KAG r "Tv lc w 1 k ci r, -e_ .� epi . 'I LI II A mbove ( P k. E Address: )) o 6 R Suite #: Contact Person: '� Occupancy Type: Special Instructions;( Phone No.: �_ d )\ Approved per applicable codes. Corrections required prior to approval. COMMENTS: PpPl y 45 A hick ?-11--C 5 lot AJe 0)arb.,4 L.)1-1i, 7k-c "Tv lc w 1 k ci r, -e_ .� epi . 'I LI II A mbove ( P k. E '14(1,dilA LAM c•61eg Pre -Fire: / rev/ 11 0.1,5 f G.4 I OA) . �- Ot .. .. Occupancy Type: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: t s, s a- Date: /0/4" Hrs.: 1 n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 •1 ]1 Fireproofing Aggregates Shotcrete Concrete M a s o n r y A s p h a l t R o o f i n P i l i n S t e e S o i l 9 g s W o o d December 20, 2011 File: 11 -337 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit No.: Accu -Tech Corporation 1109 Andover Park W. D11 -319 c,roE1 DEC' 2 5 2011 PERMIT CENTER A.A.R. TESTING LABORATORY, INC. IION INSPECTION AND MATERIAL TESTING T ALLY ACCEPTED LABORATORY 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. 64, ite4 Kimberle Anderson President CC: Northwest Handling Systems, Inc. -Thom Drew, Mike Sorenson Tel: (425) 881 -5812 Fax: (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 * Redmond, WA 98073 Client: North West Handling Systems, Inc. 1100 SW 7th St. Renton, WA 98055 Contact: Thom Drew Field Report Report #: 53356 Project Number: 11 -337 Permit #: D11 -319 Project Name: Accu -Tech Corporation Address: 1109 Andover Park W. Inspection Performed: Proprietary Anchors Date: 12/13/2011 Time: Temperature: Verified anchors to be Hilti KB -TZ 1 / 2" x 41 / 2" wedge type. Verified hole cleanliness and minimum embedment of 3 1 / 4 ". Torque was tested with calibrated wrench # 132A, and was found meeting or exceeding the 40 ft. -lb. requirement. All work was found completed in conformance with manufacturer's recommendations, approved plans and ESR #1917. All racking noted as area for permit" on D -3 of plans was inspected at this time. Distribution: ® Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner © Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Chandler, Loren Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except In full without the written consent of AAR. Testing is strictly forbidden FILE COPY P� ^e Aen- NOizi'HWFST H A N D L I N G SYSTEMS, I N C. The Material Handling Experts 1100 SW 7th St Renton, WA 98055 (425) 255 -0500 ph (425) 228-6946 fax ATTN: BUILDING DEPARTMENT AND FIRE DEPARTMENT RACK INFORMATION SUPPLEMENT SITE ADDRESS: 1109 Andover Park West TENANT NAME: Accu -Tech Corporation DATE: September 21, 2011 APPLICANT: Mike Sorenson / (206) 818 -4488 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 3 0 2011 City of Tukwila WILDING DIVISION 1. Load application and rack configuration drawings attached. 2. Attached plans and engineering detail the rack locations, dimensions, and specifications. 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 in racks: Wiring a cabling materials for communications a physical (building) security. Stored in cardboard boxes on wire mesh decks and on wooden spools which are in steel rack cradles that are attached to the racking, or on wood pallets that sit on wire mesh decks. No solid decking. 6. Sprinkler System Information: .45 GPM / 3000 square feet. Sprinkler head: 17/32" orifice. Temp rating: 286 degrees 7. Smoke and heat vents in place. 8. Building exits indicated on attached drawings. RECEIVE, CITY OF TU LA SEP 222011 PERMIT CENTER 111 -31°I By A G. OHANIAN DATE .9 -1 -11 SUBJECT RAdK DENIdN & ENdINEERINd do. 412 WEBT BROADWAY, SUITE #204 CILENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 1 JOB NO.. RD -15655 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: FILE COPY ACCU —TECH CORPORATION Permit No. 1109 ANDOVER PARK WEST TUKWILA, WA. 98188 PER IBC 2009 EDITION SECTION 2208 STORAGE RACKS CAPACITY: 2800 # / LEVEL, 1000 #/ LEVEL 1000 #/ LEVEL AT HAND STACK LEVELS CALCS. 1 THRU 5 DRAWINGS: RD -15655 _..'.l -•+•. ,.....••• '0.4 i1t1'1fe!eltn.f4 EXPIRES 12 -26 -11 REVIEWED FOR CODE COMPLIANCE APPROVED SEP302011 City of Tukwila faJILDING DIVISION ROFTIJ e CITY OF 1 u� IA SFP222011 PERMIT CENTER BY G. OHANIAN DATE 9-1-11 SUBJECT RAdK DEOIdN Sc EN(INEERIN( d0. 412 WEBT BROADWAY, QUITE #204 dI.ENDALE. dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 2 JOB NO.. RD -15655 TYPE "A" I BEAM SEISMIC DESIGN Spsxl V— _ Rx1.4 xW Sos =.94 ,=4.42 Sx =1.44 F Y= 55 KSI. 144" 2800 #/ LEVEL 2800 #/ LEVEL 2800 #/ LEVEL 1000 #/ LEVEL 1000 #/ LEVEL 1000 #/ LEVEL TYPE "B" LOAD PER BEAM + 25% IMPACT LOAD (2.8Kx.88) +(1.4Kx.25) — 2•$ =1.4K 2 BEAMS M = 8 =25-K SR= .76<1.44 A 384.W L = .42 "< 180 = .80" x E IBC 2009 (SEC. 2208), RMI SPECS. ASCE 7 -05 (SEC. 15.5.3) (USGS WEB SITE, "SITE CLASS D ") 1 =1 NO PUBLIC ACCESS R =6 MOM. CONN. R =4 BRACED W =D.L.+ 3 PALLET LOAD TYPE "A" PL = 4x2.8 K= 5.6K 2 coL. P =.2DL+ (5.6Kx.75) =4.4K W =.2DL+ (5.6PLx.67) = 4.0 K V = .44 K LONGIT. K \TRANS. 66 LONGIT. SEISMIC SIDE VIEW Conterminous 48 States 2009 International Building Code Latitude = 47.4449 Longitude = — 122.2587 Spectral Response Accelerations SMs and SM1 SMs = Fax Ss and SM1 = Fv x S1 Site Class D — Fa = 1.0 ,Fv = 1.52 Period Sa (sec) (g) 0.2 1.404 (SMs, Site Class 0) 1.0 0.730 (SM1, Site Class 0) Conterminous 48 States 2009 International Building Code Latitude = 47.4449 Longitude = — 122.2587 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SDI = 2/3 x SM1 Site Class D — Fa = 1.0 ,Fv = 1.52 Period Sa (sec) (g) 0.2 0.936 (SDs, Site Class D) 1.0 0.487 (SD1, Site Class D) .44 K 13 K 1 2800 #/ LEVEL V 4 2800 #/ LEVEL I 1 ' I 2800 #/ LEVEL I 1 2800 #/ LEVEL 1 1 TYPE "A" I BEAM SEISMIC DESIGN Spsxl V— _ Rx1.4 xW Sos =.94 ,=4.42 Sx =1.44 F Y= 55 KSI. 144" 2800 #/ LEVEL 2800 #/ LEVEL 2800 #/ LEVEL 1000 #/ LEVEL 1000 #/ LEVEL 1000 #/ LEVEL TYPE "B" LOAD PER BEAM + 25% IMPACT LOAD (2.8Kx.88) +(1.4Kx.25) — 2•$ =1.4K 2 BEAMS M = 8 =25-K SR= .76<1.44 A 384.W L = .42 "< 180 = .80" x E IBC 2009 (SEC. 2208), RMI SPECS. ASCE 7 -05 (SEC. 15.5.3) (USGS WEB SITE, "SITE CLASS D ") 1 =1 NO PUBLIC ACCESS R =6 MOM. CONN. R =4 BRACED W =D.L.+ 3 PALLET LOAD TYPE "A" PL = 4x2.8 K= 5.6K 2 coL. P =.2DL+ (5.6Kx.75) =4.4K W =.2DL+ (5.6PLx.67) = 4.0 K V = .44 K LONGIT. K \TRANS. 66 LONGIT. SEISMIC SIDE VIEW Conterminous 48 States 2009 International Building Code Latitude = 47.4449 Longitude = — 122.2587 Spectral Response Accelerations SMs and SM1 SMs = Fax Ss and SM1 = Fv x S1 Site Class D — Fa = 1.0 ,Fv = 1.52 Period Sa (sec) (g) 0.2 1.404 (SMs, Site Class 0) 1.0 0.730 (SM1, Site Class 0) Conterminous 48 States 2009 International Building Code Latitude = 47.4449 Longitude = — 122.2587 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SDI = 2/3 x SM1 Site Class D — Fa = 1.0 ,Fv = 1.52 Period Sa (sec) (g) 0.2 0.936 (SDs, Site Class D) 1.0 0.487 (SD1, Site Class D) .44 K 13 K BY G. OHANIAN DATE 9-1-11 SUBJECT RACK DEOI4N Sc ENdINEERINd CO. 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 3 JOB NO. RD -15655 TYPE "B" PL = (3x1.OK) +(3X2.89 =5.7K 2 COL P= .2 OL+ (5.7PLx.75) =4'5 K W =.2DL+ (5.7PLx.67) = 4.0 K V = .45K LONGIT. _ 67 K TRANS. COLUMN ANALYSIS -x t =.09' Fy =55 KSI Ae =.78 Ix =1.19 Se =.8 rx =1.2 ry =1.1 COMBINED STRESS RATIO Pex= (K�)2 =31 Oc =1.8 Ob =1.67 ax =t— Pex —.74 Cmx =.85 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .22 K = KL 62x1.7 rx -88 ryL = =47 Mn= Se.Fy =44 Clc.P + 0Zb.Cmx.M = 91 <1 Pn M,..ax (2) -1/2 "0 HILTI KWIK BOLT —TZ ANCHORS PER BASE PL., 3" EMB. ESR -1917 SPECIAL INSPECTION IS REQUIRED 4 •K 7 •K 4 •K 5-K 5.6"K 5.8"K 2 Fe= i)2 =37 rx 2 r, F=Fy (.658 Ac )= 30 KSI PP= Fr, .Ae = 23 K A c = J/Fy /Fe = 1.2 Ac <1.5 7 3/4 "x5 "x3/8" BASE PLATE In 1 6" " 1 7 3/4 By A. G. OHANIAN DATE 9-1-11 SUBJECT RAdK DEOIGIN & ENdINEERINd do. 412 WE BROADWAY, QUITE #204 I.ENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 4 JOB NO.. RD -15655 MOMENT AT BEAM CONNECTION .5x.09x1x65 =3 K BEARING CAPACITY OF COL. HOLE 7/16 "0 RIVET A = .1 Fy = 79 KSI Pa = .1x79x.4 = 3 K Ma = (3Kx6 ") +(1.5Kx4 ") =24 "K CONN. MEND= • 01 X W 12= 2.0 "K M— 12.5 "K M— 14.5 "K SEISWIC TOTAL OVERTURNING MOT = .66 Kx2oox240 "x.66 =209 "K M R = 4.4 Kx44 "= 193 "K UPLIFT = 209 -193 = _36 K 44" LOAD TO DIAGONAL P = .66 KX2x 44 = 1.7 K Fy =55 KsI A =.29 rX =.46 L= 58" Pa= 2.5K CHECK WELDS pn= (1_ .01 Ll L.t.Fu = 5.36 K i] = 2.55 -= 2.1KX2 —4.2K SIDES .66 4 PIN CONN. 4.4K 4.4 K I jr\1j X\' L J, 44" .66 K co co 12.5 "K TOP LEVEL LOADING W= .2DL +1.4 01.6 K LOAD PER COL. V= .26 K M OT = .26Kx2 x240 " = 124 "K COL. MR = 1.6 Kx44"= 70 "K UPLIFT = 1244 70 = 1.2 K BOTH SIDES TYP 1/8 "1.25' ri t =.06" BY G. OHANIAN DATE. 9-1-11 SUBJECT RAdK DEOI N & EN6INEERINGI do. 412 wEjelT BROADWAY, QUITE #204 LENDALE, CA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 5 JOB NO. RD -15655 CHECK SLAB 4500 — 4.5 °' 1000 4.5x144=648 °" 6 8 =25" M= (2 ) x1000x x12 = 1500 "# S= 12x62 = 72 6 1500 = 21 <1.6 2500 =80 72 4500# 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL 12.5" ERMIT COORD CORD PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -319 DATE: 09/22/11 PROJECT NAME: ACCU -TECH CORPORATION SITE ADDRESS: 1109 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: I t� Bul Ing Ision Public Works Ate- q-- H I Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 09/27/11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route lk Structural Review Required No further Review Required Ti REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/25/11 Approved ❑ Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople Per Friendly Page • General /Specialty Contractor A business registered as a construction contractor with Lfi1 to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name NORTH WEST HANDLING SYS INC UBI No. 600051641 Phone 4252550500 Status Active Address 1100 Sw 7Th St License No. NORTHWH275JF Suite /Apt. License Type Construction Contractor City Renton Effective Date 4/6/1973 State WA Expiration Date 10/9/2013 Zip 980552939 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date FRANCK, JAMES JEROME President 01/01/1980 Amount KOSTY, CLARK RANDOLPH Treasurer 01/01/1980 15483385 THOMAS, KEVIN A 10/01/2012 01/01/1980 09/28/2011 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount 6 TRAVS 81S103354822BCM 10/01/2001 Until Cancelled $12,000.00 Received Date 10/09/2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 31 Valley Forge Ins 15483385 10/01/2011 10/01/2012 $1,000,000.00 09/27/2011 30 NATIONAL FIRE ADV4015483385 10/01/2010 10/01/2011 $1,000,000.00 09/20/2010 29 ACE AMERICAN INS CO PMDG24651605002 10/01/2008 10/01/2010 $1,000,000.00 09/30/2009 28 ACE AMERICAN INS CO PMDG23858769 10/01/2007 10/01/2008 $1,000,000.00 09/28/2007 27 ACE AMERICAN INSURANCE COMPANY PMDG22904279 11/01/2006 11/01/2007 $1,000,000.00 10/27/2006 26 BURLINGTON INS CO HGL0011190 11/01/2005 11/01/2006 $1,000,000.00 11/04/2005 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/lkip/Printaspx 12/09/2011 NEW RACKS FOR PERMIT EXISTING RACKS EC (E) TUNNEL BAYS 1 , [487 4' -8" [ �7 4' -8" [567 4' -8" [56- 1' 12' [1441 FRONT VIEW (CAT 6) TYPE "A" 5' -2" [si7 I 10' -4" [124' 15' -6" [186"] 20' [240' NORTH C 2i PLAN VIEW SCALE: 1/16" = 1'-0" 4' -6" [54"] 4' -6" [54"] 1 1' -10" [22"] TYP. 12' [1441 s T 7. 4' -8" [847 2' -4" [56"] — [28"] l T FRONT VIEW (COMPONENTS) TYPE "B" 9' -4" [112' 1 14' -4" [172"] 19' -4" [232"] 20' [2407 3' -4" [407 3. -4" [407 3' -4" 3' -4" [01 3,-4" [407 12' [1 `47 FRONT VIEW (LADDER RACK) TYPE "C" 15' -4" I. [ 184"] 11' -6" [ 138"] 7' -8" [927 19' -2" 20' [230"] [24°7 T 4' -8" [56"] 1 4' -8" [56 "] 1 1 8' -4" [100"] 12' [1`41 FRONT VIEW (100 ") TYPE "D" RACK ELEVATIONS 8' -10" [106"] 1 19' -2" [230"] 14' [168' 20' [240"] SEPARATE PERMIT REQUIRED FOR: Grile any [f'clectrical L�Plumbing as Pipkg City of Tukwila BUILOING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. NORTH 1 SITE MAP I, 5 [60"] 1 2' -6" [30'1 1 2' -6" [30"] 2' -6" [300"] 12' [1441 F ? 3' FRONT VIEW (LARGE HAND PICK) TYPE "E" [ y7 r 6' [727 1 [108' 20' [2407 14' -6" [174"] 1 4' -2" [50 T 4' -2" [50 T 4' -8" [5i7 2' -6" [30"] FILE COPY Permit No.. D L 31 Plan review approval is subject to errors and omisskms. &►� xov l of constution documents does not authorize tht. 1.:.31ation of any a. ,1 .,1 or ordinance. Receipt of Cpproved Fuld Copy and By Data.. /a- �9A6,!/ MI • 1 1 City Of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED SEP 3 0 2011 City of Tukwila F?UILDING DIVISION 1 12' [1`41 FRONT VIEW (WORK BENCHES) TYPE "F" 3' [61 1 12' -10" [154"] 1 8' -2" [987 I 20' 17' -6" [24°7 [210"] RECE CRYOFTUKWIIV�p LA SEP 2 2 2011 PERMIT CENTER SHEET NUMBER DRAWING NUMBER 59E (2)-1/2"0 ANCHOR BOLTS PER BASE PLATE 3" EMB., (SEE NOTE NO. 4) BASE PLATE DETAIL BRACING DETAIL 7/16 "0 RIVET ASTM A576 -90B HOT— WROUGHT UNS G10100 GRACE C -1010 BEAM CONNECTION GENERAL CONFIGURATION A 144" 2800 #/ LEVEL s... 4- u 2800 1 z 0 c0 11' 1 2800 #/ LEVEL A N co r #/ LEVEL ><, 2800 #/ LEVEL A N CO -- 1 2800 #/ LEVEL r 4 \ 2800 #/ LEVEL N co ‘, 1 1000 . . .. . T-.41(.1 1 —. 0 N 144" • 44" \\\/44" N c0 ROW SPACER 4 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 3 0 2011 City of Tukwila WILDING DIVISION NOTES: 1— DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE 2009 EDITION, SECTION 2208 2 -STEEL FOR ALL SHAPES FY =55 KSI. ASTM A1011 GR.55 (EXCEPT AS NOTED) 3 —NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP OF THE APPROVED FABRICATOR #00777 (E70XX ELECTRODES) 4 —ALL ANCHORS HILTI KWIK BOLT —TZ ESR -1917 SPECIAL INSPECTION IS REQUIRED 5- CONCRETE SLAB 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF 6— STORAGE RACK CAPACITY 2800 #/ LEVEL, 1000 # /LEVEL AT HAND STACK LEVELS 7 —RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY OF THE RACK (SEE NOTE NO. 6) 8— STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF 1/2" IN 10' -0" OF HEIGHT 9 —THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. 10— STORAGE RACK AREA NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY r 1 0 (0 0 ECEIVpp KUNL CITYROFTUA SEP 2 2 2011 PERMIT CENTER RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 ; TYPE "A" TYPE n 9 SIDE VIEW TUNNEL BAY EXPIRES 12 -26 -11 DRAWN BY: .,,s:.0 ACCU -TECH CORPORATION 1109 ANDOVER PARK WEST, TUKWILA, WA. 98188 STORAGE RACK DETAILS JOB NO. RD -15655 SHEET NO. 1 OF 1 2800 #/ LEVEL z 0 c0 — 1 4 2800 #/ LEVEL 0 co 2800 #/ LEVEL oo N A N A co N too N ■ \ i JC. ---i OCR 1000 #/ LEVEL c_____ 1000 #/ LEVEL � _ \i .. 1000 #/ LEVEL .,. Jn ! t. .d or .. .._ • 44" \\\/44" N c0 ROW SPACER 4 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 3 0 2011 City of Tukwila WILDING DIVISION NOTES: 1— DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE 2009 EDITION, SECTION 2208 2 -STEEL FOR ALL SHAPES FY =55 KSI. ASTM A1011 GR.55 (EXCEPT AS NOTED) 3 —NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP OF THE APPROVED FABRICATOR #00777 (E70XX ELECTRODES) 4 —ALL ANCHORS HILTI KWIK BOLT —TZ ESR -1917 SPECIAL INSPECTION IS REQUIRED 5- CONCRETE SLAB 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF 6— STORAGE RACK CAPACITY 2800 #/ LEVEL, 1000 # /LEVEL AT HAND STACK LEVELS 7 —RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY OF THE RACK (SEE NOTE NO. 6) 8— STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF 1/2" IN 10' -0" OF HEIGHT 9 —THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. 10— STORAGE RACK AREA NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY r 1 0 (0 0 ECEIVpp KUNL CITYROFTUA SEP 2 2 2011 PERMIT CENTER RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 ; TYPE "A" TYPE n 9 SIDE VIEW TUNNEL BAY EXPIRES 12 -26 -11 DRAWN BY: .,,s:.0 ACCU -TECH CORPORATION 1109 ANDOVER PARK WEST, TUKWILA, WA. 98188 STORAGE RACK DETAILS JOB NO. RD -15655 SHEET NO. 1 OF 1